HomeMy WebLinkAbout8.3 Motion to Accept Proposal for 2019 Watermain Replacement Project Design and Construction ServicesPage I of 4
Agenda Item Details
Meeting Mar 05, 2019 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD - 7:00 p.m.
Category 8. VILLAGE MANAGER'S REPORT
Subject 8.3 Motion to accept proposal for 2019 Watermain Replacement Project Design ami
Construction Engineering Services in an amount not to exceed $234,919.
Access Publi*
Type Action
Preferred Date Mar 05, 2019
Absolute Date Mar 05, 2019
Fiscal Impact YeZ
Dollar Amount 234f919.00
Budgeted Yes
Budget Source Water and Sewer Enterprise Fund
Recommended Action Accept the proposal for 2019 Water Main Replacement project design and construction
engineering as submitted by Robinson Engineering of South Holland, Illinois in an amoun
not to exceed $234,919.
Public Content
•
As part of the 2017 Water and Sewer Rate Study, renewal and replacement of aged water mains, fire hydrants,
valves, and other distribution system appurtenances was identified as a high priority. One outcome of this study was
an increase in funding for water main replacement projects. A primary goal of accelerating the pace of water main
replacements is to reduce the life cycle of water mains from an unsustainable 600 years to a more pragmatic 130
years. 2018 was the first year of an accelerated water main replacement schedule supported by new water and sewer
rates. In 2018, the Village replaced 3,900 feet along Prospect Avenue, School Street, Lincoln Street, and Maple
Street.
The 2019 Water Main Replacement projects include two areas: Yates Lane and connecting cul-de-sacs of Mark,
Mitchell and Jeffery Drives, as well as Northwest Highway between Maple Street to Fairview Avenue.
This year, staff seeks to replace 3,500of existing 6" main on Yates Lane, Mark Drive, Mitchell Drive, and Jeffrey
Drive. This section of water main has had multiple breaks. Furthermore, some of these mains run through easements
between residential side yards and backyards making access problematic and restoration expensive. Plans are to
abandon the existing water main running through residential yards and to loop it within the cul-de-sacs. The water
main size will be increased from a 6" to an 8" to improve flow and pressure. The attached location map depicts the
proposed project area.
In addition, staff seeks to replace an existing 12fil main on Northwest Highway from Maple Street to Fairview Avenue.
This 4,500' long section of water main is in need of upsizing. Computerized hydraulic modeling indicates that the
main in this area lacks sufficient conveyance capacity. Due to proximity near the elevated tank, this deficiency
impacts hydraulic performance in a large part of the distribution system. To correct this problem, staff proposes to
replace the existing undersized 12"' water main with a larger 16diameter pipe. The attached location map depicts
the proposed project area.
Page 2 of 4
Note that IDOT has indicated their plans to resurface Northwest Highway for its entire length within Mount
Prospect. Staff has reached an agreement with IDOT to "gap" this portion of their resurfacing plans to allow for water
main replacement to take place prior to resurfacing. At this point, the Village is anticipating IDOT will accept our
request to temporarily delay resurfacing for this portion of Northwest Highway.
Reguest for Proposals (RFP)
To design these improvements, staff requires technical assistance from a qualified civil engineering consultant.
Accordingly, staff prepared a detailed request for proposals (RFP) necessary to solicit these services. A copy of this
RFP is enclosed.
Consulting engineers were asked to submit a technical proposal detailing the firm's background, key personnel, and
approach to the project. In addition, each firm was also asked to submit a separate cost proposal indicating work
effort anticipated and a not -to -exceed fee.
The required scope of work included topography and field data collection; preparation of plans and bid documents;
meetings and obtaining all necessary regulatory permits.
RFPs were distributed to six (6) local engineering firms with expertise in the design and constructions of potable
water distribution systems.
RFP Results
Five (5) technical proposals and five (5) cost proposals were received. Each proposal was evaluated based on the
background of the firm, related project experience, proposed services and scope of work, schedule work effort and
proposal content. Each firm received a point ranking (total points = 100) for each criterion. Table 1 below
summarized this analysis
Category
Max. Points
Robinson
Burns &
McDonnell
Baxter &
Woodman
Ciorba
Hancock
Background
20
19
19
18
17
17
Experience
20
19
18
17
16
16
Scope
25
21
21
20
21
19
Schedule
15
14
11
13
13
13
Work Effort
10
7
8
8
8
6
Content
10
9
8
8
9
8
Totals:
10--0-
5-9
55
54
53
79
Robinson's proposal provided numerous examples of successful water main replacement projects similar in scale and
scope as the proposed work. Examples cited water main replacement in the Villages of Matteson, Frankfort, Tinley
Park, Roselle, Downers Grove, and Palatine. All references checks indicated Robinson performed well. A copy of
Robinson's technical proposal is enclosed.
Robinson also recently completed a large-scale water main replacement that bore important similarities to the
Village's current project including high -traffic construction zones and coordination with multiple agencies including the
Illinois Department of Transportation.
Notably, Robinson completed Phase 1 engineering in only 120 days, Phase 2 engineering in 6 months and
construction in less than a year for a $90,000,000 water supply project that enabled the Villages of Morton Grove and
Niles to change their water supply from the City of Chicago to the City of Evanston. The project traversed through
the Village of Skokie to reach the Villages of Morton Grove and Niles. Overall, the project consisted of approximately
70f111 LF of 30water main pipe, a 7 million - gallon standpipe with new booster pumping station, modifications to
another pumping station, and water main lining of approximately two (2) miles of 24"' water main. All work was
completed within an extremely tight timeframe and reference checks indicated Robinson performed well.
Robinson has not performed engineering work for the Village of Mount Prospect in the past. However, staff has
concluded the firm has ample experience and resources to successfully complete this project.
Each firm was to submit a cost proposal as well. The table below summarizes staffs analysis of costs:
it I Hours I Total Cost I Cost / Hour I I
Page 3 of 4
The lowest cost proposal was submitted by Robinson Engineering of South Holland, Illinois. A copy of Robinson's
submitted cost proposal is enclosed. Also, attached is an email communique modifying the cost proposal to
incorporate work elements that were missing from the original submittal.
Please note that Robinson's fee includes the cost of subcontracted soil borings and full geotechnical analyse'
I
,txpenditures not included in comparison fees. 0
It is the staff opinion that Robinson understands the proposed project, has prepared a thorough proposal based on
extensive experience, has requested a reasonable fee, and is well qualified to perform the work.
Staff recommends including a 10% contingency in the award for this proposed contract because time spent on
construction engineering and inspection can vary due to circumstances beyond the engineering consultantfs control.
For example, contractor delays, material availability and inclement weather are all parameters that can lengthen
inticipated construction time. Inclusion of a 10% contingency will increase the project award from $213,563 to
$234f919.
1. Accept Robinson Engineering's proposal for design and construction engineering for 2019 water main
replacement project.
2. Action at discretion of Village Board.
Staff Recommendation
Staff recommends that the Village Board accept the proposal for 2019 Water Main Replacement project design an-&
construction engineering as submitted by Robinson Engineering of South Holland, Illinois in an amount not to excee
$234f919. i
[,'Z.obirisori Costpdf(283 KB)
�Nw 1--flg1'iway.pdf (11A KB)
1 1
[,'ZJEQUES'1 FOI�'Z. Ifs[�Z,,.Ifs OSA1_.,S.pdf (15)6 KB) YatI1-ocatiori Map.pdf (223 KB)
i:z.obiii sori Affierid[Tierit to Cost ligroposal [effiail'blied f (172 KB)
2019 Water Mairi 11TIproveffierits - [�'Z.obiii sori (6,984 KB)
Administrative Content
Executive Content
Motion & Voting
Burns & McDonnell
Baxter & Woodman
The lowest cost proposal was submitted by Robinson Engineering of South Holland, Illinois. A copy of Robinson's
submitted cost proposal is enclosed. Also, attached is an email communique modifying the cost proposal to
incorporate work elements that were missing from the original submittal.
Please note that Robinson's fee includes the cost of subcontracted soil borings and full geotechnical analyse'
I
,txpenditures not included in comparison fees. 0
It is the staff opinion that Robinson understands the proposed project, has prepared a thorough proposal based on
extensive experience, has requested a reasonable fee, and is well qualified to perform the work.
Staff recommends including a 10% contingency in the award for this proposed contract because time spent on
construction engineering and inspection can vary due to circumstances beyond the engineering consultantfs control.
For example, contractor delays, material availability and inclement weather are all parameters that can lengthen
inticipated construction time. Inclusion of a 10% contingency will increase the project award from $213,563 to
$234f919.
1. Accept Robinson Engineering's proposal for design and construction engineering for 2019 water main
replacement project.
2. Action at discretion of Village Board.
Staff Recommendation
Staff recommends that the Village Board accept the proposal for 2019 Water Main Replacement project design an-&
construction engineering as submitted by Robinson Engineering of South Holland, Illinois in an amount not to excee
$234f919. i
[,'Z.obirisori Costpdf(283 KB)
�Nw 1--flg1'iway.pdf (11A KB)
1 1
[,'ZJEQUES'1 FOI�'Z. Ifs[�Z,,.Ifs OSA1_.,S.pdf (15)6 KB) YatI1-ocatiori Map.pdf (223 KB)
i:z.obiii sori Affierid[Tierit to Cost ligroposal [effiail'blied f (172 KB)
2019 Water Mairi 11TIproveffierits - [�'Z.obiii sori (6,984 KB)
Administrative Content
Executive Content
Motion & Voting
Page 4 of 4
Accept the proposal for 2019 Water Main Replacement project design and construction engineering as submitted by
Robinson Engineering of South Holland, Illinois in an amount not to exceed $234,919.
Motion by Colleen Saccotelli, second by Richard Rogers.
Motion Carries
Yea: William Grossi, Eleni Hatzis, Paul Hoefert, Richard Rogers, Colleen Saccotelli, Michael Zadel
Rob�inson
A",r'ir r.p I1"WP'r , r,4�n rrv,r�t!; a.o "nrn rrv��'bif
AARON E. FUNDICH, PE
DredLine: (815) 412-2701
e-mail: akin
January 29, 2019
Mount Prospect Public Works Department
1700 W. Central Road
Mount Prospect, IL 60056
Attention: Mr. Casey Botterman
Water/Sewer Superintendent
RE: Cost Proposal for Engineering Services
Water Main Design and Inspection
Dear Mr. Botterman:
Robinson Engineering, Ltd. (REL) is pleased to submit this cost proposal to the Village of Mount Prospect
for its downtown water main replacement project as described in your January 15, 2019 Request for
Proposal.
We thank you again for the opportunity to submit this proposal and look forward to the opportunity to
serve Mount Prospect during this important endeavor. If you have any questions, please do not hesitate
to contact me at (815) 412-2701.
Very truly yours,
ROBINSON ENGINEERING, LTD.
Aaron E. Fundich, PE
Executive Vice President
AEF: pc
Encl.
Robinson
;W
cos -r PROPOSAL,
Robinson Engineering, Ltd. takes pride in delivering the highest level of professional
engineering services to the region. We have a strong history of being flexible with
engineering fee negotiations and would embrace this long-standing philosophy for this
project, particularly since there are potentially value-added variables that could affect the
ultimate scope and cost of the work involved. Our rates are inclusive of all overhead items
and reimbursable project expenses such as postage, computer time, mileage, etc. that
others may charge in addition to their rates.
Based on our vast experience with similar water main replacement projects, we've developed an overall project
budget summary based on our anticipated scope of services and the following assumptions:
Proposed project consists is contained within the limits shown in RFP
Preliminary information gathering consists of field topography and utility coordination; property corner
verification is not required. Relative coordinates are acceptable.
Soil borings, geotechnical report and preliminary CCDD analysis are not required. Note that we will
provide these services with in-house personnel if desired by Village.
Project locations are not within or adjacent to floodplain/floodway, wetlands or other natural areas
requiring additional permitting from IDNR, USACOE, etc. We do recognize that IDOT and IEPA permits
will be required.
Temporary or permanent easements, ROW or property acquisition will not be required. Again, note that
we will provide these services with in-house personnel if required.
Includes three (3) meetings with Village staff and/or other stakeholders to review project specifics
Robinson to prepare bid advertisement, but publication will be handled by Village (Proposal says
consultant will advertise and solicit bids).
Lead water services are not anticipated to exist, though a handful are possible along Northwest Highway.
Construction time and costs may vary depending on whether or not lead service replacements are
needed.
• Full-time construction observation is desired by Village. Budget assumes Contractor will achieve an
average production of 150 ft/day, resulting in S4 eight-hour working days for the watermain
construction without overtime. Additional days for mobilization/site preparation, water service
replacements, ground restoration and punch list items. Actual costs may vary depending upon actual
construction time.
• Bituminous and concrete materials testing for pavement restoration is excluded, but will be provided by
in-house personnel if desired by Village.
Robinson
ST PROPOSAL
Robinson understands and has been exposed to all spectrums of complexities when it comes to the design and
construction of water main replacement projects. Actual project costs can vary greatly depending on location,
available work zone, traffic impacts, utility conflicts, specialty ground restoration requirements and other site
constraints. Construction engineering costs — particularly with full-time observation - are directly related to the
contractor's efficiency, quality of work and attentiveness to completing punch list items.
The project scope generally includes the installation of 3,700'-16" watermain along Northwest Highway, and
2,750'-8" watermains within the residential subdivision, along with associated utility relocations, ground
restoration and replacement of water service lines to the b -boxes. Using an average 'all -in' cost of $275/LF, we
have developed a preliminary estimated construction cost of $1,775,000.
Construction engineering cost will vary depending on whether the Village desires part-time (4 hrs./day) or full-
time (8 hrs./day) construction observation. We, therefore, have prepared proposals for both part-time and full-
time options.
This cost proposal draws upon our vast experience with similar projects, the associated efforts involved with
design engineering, permitting, bidding and construction, the scope of work in the Village's RFP, and the
assumptions and exclusions listed on the preceding page. It also draws upon our experience knowing that
variables beyond any Owner or Engineer's control at project onset could potentially make the total project
scope, cost or schedule either increase or decrease; for this reason, we've found that engineering costs defined
as a percentage of the awarded construction cost tend to reflect the fairest value to both Owner and Consultant.
Should actual scope of work result in a higher or lower construction cost, the value for engineering services
would be adjusted proportionately. As such, our engineering cost proposal is summarized as follows:
Design/Bidding Phase:
Construction Mgmt. Phase:
Full-time observation
or
Part-time observation
Proposal amount
4.75% of construction cost
5.50% of construction cost
3.75% of construction cost
Estimated Fee per $1.775M
Awarded Construction Cost
$84,312.50
$97,625.00
$66,562.50
A final engineering cost inclusive of additional scope items such as soil borings, CCDD Testing, or ROW/easement
plats would be determined upon verification of final scope with the Village. A copy of our 2019 hourly rates are
also included for reference.
2019 STANDARD BILLING RATES:
Effective January 1, 2019
ILLI
Principal Engineer 2_
. . $200.00
Principal Engineer 1 ��
$196 00
Senior Project Manager 2
.--
$186.00
Project Manager 1 ...
Senior �
$17. 2.00
Senior Structural Engineer
$182.00
Senior Engineer 3
$170.00
Senior Engineer 2$166
�......--
--., .. 00
Senior Engineer 1
$156.00
Project Engineer 4$145.00
........ _ ...... .-
----
Project Enginee.. ..... ....
Engineer 3
$135.00
Project 2 ......., .........e......
. �. $126.00
Project...Engineer-- _
Engineer 1$115.00
_..............
Proj._c
t Manager 3$145.00
Project ..._,m.m .-- ..... �.. ..... ...... _
Manager 2
$135.00
Project Manager 1..
$126.00
Engineering Technologist 3
$118.00
Engineering Technologist 2
$107.00
„Engineering Technologist gist 1
$94.00
Engineering Technician 2 _ - -
$113.00
--
Engineering.._.�.. ........ �.
Technician 1
$100.00
Chief Land Surveyor
$156.00
�................ _.
................
Land_.........
SurveVor 3
... .�._........... ... $140.00
.... _ .............._... _
Land Surveyor 2
$129.00
Land Surveyor 1
$113.00
Surveying Technologist 2 mm „� .�
_113,00
$...-
SurveyingTechnologist 1
_
$100.00
.........
_....�.. _ .._..
Planner$124.00
__........... ....
......... _.
Grant Writer 2
$107.00
......................__...............�...............
Grant Writer 1
._.
$88.00
......_.... M..... ..._..
t Developer 3$157.00
Project
Project Developer 2
$134.00
Project Developer 1
..._...�.� $100.00
GIS Coor ..�... �_W..._.u_........._�� .....�.
dinator
$151.00
GIS Developer
$123.00
GIS Technologist
$99.00
....... . . ..........�.
................................
CAD Manager
$134.00
......
CAD Designer
$124.00
CAD Technologist 2
$107.00
CAD Technologist 1
$93.00
...._
Resident Engineer 3 ..�........._.
........
_...���....,..... $147.00..
__.�..��.�.�.��._.�..._�_.
Resident Engineer 2$134.00
_
Resident Engineer l_........_._.���..�..�.._....�� ......�. ww.....__....
......... ..
._W___.,,,_..�. $121.00...
......
............. W......._..
Resident Engineer Representative 3
$131.00
Resident Engineer Representative 2 _.........
..__.. $126.00
e 1
Resident Engineer Representative
$121.00
Field Superintendent
._...�� $152.00
Assistant Field�__�.................���
Supt.
$140,00
Field Crew Chief
$113.00
Field Crew Member 2
$89.00
.._... .. ...............
Field Crew Member 1
..........
$73.00
IT Coordinator$134,00
........
IT Technologist$100.00
..
_...... ...
__W.... __..._..........
Administrative 2$85.00
��.....� .._...... .......
Administrative 1
....��...��
$74,00
Project Administration
$100.00
Intern$49.00
Operations Manager.... _ ...... _...... _
...... .. _ $135.00
Licensed Operator
$103.00
Operator
$82 00-92.00
ml+,2019 PROPOSED WATER MAIN IMPROVEMENT1411
14�1 I I §
z z
0
,�. >
ti 0 C
E HENRY ST
b 9, �e.
W HENR"�_$� T"
4 "
0
WkLN�T T .II "'
u� z
�,.,. TRAL_.`�..,,,,. ,�,
N CEN REI .. .,
m �.. „
�.. ... E -CENTRAL' RD,
lTEGATE CT.... ate°
[[ F• X
L.. „
A. �..... ,. ..,� .... e.. ...
�p
�., ,� ,� I E RUSSE A'Idf
�
wMw
= I
"g
LN , � IL 0
�ry, mi
C�"ER MSR V EVERGREEN"'A"'�'
t
F:W%WATER MAIN IMPROVEMENTS\LOCATION MAP.mxd
Map as of January 2019
By JJP/PW
,=moo= 2019 PROPOSED IMPROVEMENT LOCATION
REQUEST FOR PROPOSALS
Professional Services /
Water Main Construction Design and Inspection
January 15, 2019
Summary
The Village of Mount Prospect (Village) is seeking proposals from qualified civil
engineering consultants to prepare plans and specifications for the replacement of
estimated 8,000 feet of water main within the Village -owned potable water distribution
system. Desired services also include solicitation and review of bids as well as
construction management and inspection.
Background
Attachment A depicts maps of two locations in the Village that are being considered for
replacement. The location depicted on the first map is up for replacement due to pipe age,
water loss from breaks and location (between houses). The second map shows existing
water main recommended for replacement due to the results and findings of a hydraulic
water model that was completed in 2006.
The Village of Mount Prospect's Capital Improvement Plan allows for 2.8 million dollars in
funds for water main improvements in 2019. This number includes Consultants fees for
design and construction observation. One of the two locations is located in a residential
area and is currently 6" in diameter. We would like to propose to replace the existing 6"
with 8" class 56 ductile iron pipe. The second location is on a state road located in Mount
Prospect's downtown district. The existing pipe is 12", we propose to replace this with 16"
class 56 ductile iron pipe.
Problem Statement
The Village seeks a qualified Consultant to provide specified civil engineering services
necessary to let, award, and implement a water main construction project utilizing
contracted resources. The scope and scale of this proposed project will be limited by
available funding.
Project Scope
The consultant will provide professional engineering services and provide, at a minimum,
the following:
Design/Bidding Phase
1. Consultant shall prepare detailed plans and specifications suitable for
bidding. Plans and specifications shall conform to all current Village of
Mount Prospect, Illinois Environmental Protection Agency, and Standard
Specifications for Water & Sewer Main Construction in Illinois design
criteria.
2. Consultant will make application for and obtain any and all necessary
permits.
3. Consultant shall supply a detailed engineer's estimate of costs for
construction of the project.
4. Consultant shall submit all bid documents to the Village for review and
approval prior to distribution.
5. Consultant shall advertise and solicit bids for the proposed project from
qualified, capable, and experienced water main construction contractors.
The Village will post the bid documents on the Villages website and online
bid service.
6. Consultant shall evaluate bids, check references, verify contractor
representations, and make a written recommendation for award to the
Village.
7. Consultant shall assist the Village in assembling all construction contract
documents for necessary for execution of the awarded contract.
Construction Management and Inspection Phase
1. Consultant shall conduct a preconstruction conference with
representatives of the Owner, Contractor(s), Utilities and other interested
parties affected by the proposed construction.
2. Consultant shall provide resident engineers, inspectors, technicians, and
surveyors for the project as follows:
Provide a Resident Engineer/Inspector (RE/1) for daily
observation of the work during the construction period to
observe and record construction progress under the
general guidance of the Engineer. On the basis of on-site
observation, the Engineer will keep the Owner informed of
the progress of the work, shall endeavor to guard the
Owner against defects and deficiencies in the work of the
Contractors, and may disapprove or reject work as failing
to conform to the contract documents.
Provide one set of construction survey stakes. The
projects are to be staked only once in the field. Any
additional staking will be at the contractor's expense.
iii. Prior to the start of construction, the Consultant shall make
a digital photographic survey of the targeted work zone(s)
to document existing conditions of both public and private
property. The survey shall be conducted at a scale
sufficient to note defects in driveways, sidewalks,
structures, and landscaping in or adjacent to probable
construction work areas.
iv. Prepare written daily inspection reports. Reports are to be
delivered to Owner in an electronic format. Digital
RFP for Professional Services / Water Main Construction Design and Inspection February 14, 2019
Page 2 of 5
photographs documenting work tasks in progress as well
as any potential problems or unusual conditions shall also
be included with each report.
V. Assist the Owner in preparation of any necessary change
order and/or field directives.
vi. Process monthly applications for payment submitted by
the Contractor(s), and forward to Owner with
recommendations for approval and payment.
vii. Assist the Owner with the resolution of inquiries,
complaints, or concerns raised by residents or the general
public.
viii. Review shop drawings and other equipment/material
submittals as may be required by the contract documents.
ix. Perform a field observation of all completed work before a
final application for payment is processed for the
Contractor.
X. Revise the original plans in accordance with construction
observation records of the Resident Engineer, Inspectors,
and the Contractor, and supply the Owner with one set of
as -built drawings in a suitable electronic format.
Proposed Project Schedule
Receive proposals for engineering services
January 29, 2019
Award contract for engineering services
February 19, 2019
Issue Notice to Proceed for engineering services
February 20, 2019
Pre -final construction plans andspecifications due
March 18, 2019
Final construction plans and specifications due
April 1, 2019
Let bids for construction contract
April 8, 2019
Open bids for construction contract
April 22, 2019
Award contract for construction
May 7, 2019
Issue Notice to Proceed for construction
May 8, 2019
Substantial Completion
I August 26, 2019
Final Completion
I September 25, 2019
RFP for Professional Services / Water Main Construction Design and Inspection February 14, 2019
Page 3 of 5
Technical Proposal
The Consultant's technical proposal shall be organized so that the outline generally follows
the format of this request for proposals. The proposal shall cover the approach and the
methodology the Consultant intends to use in carrying out the project. The technical
proposal should also include statements setting forth the Consultant's line of business,
organizational structure, summary of past experience, and specific descriptions of at least
three (3) projects completed in the Chicago metropolitan area that are similar in subject,
size, and complexity to the scope of services specified herein. These descriptions must
include contact information for reputable references that can attest the Consultant's
representations.
Cost Proposal
The consultant will quote a not -to -exceed price for each phase of the services described
under Scope of Services. Each price quote should include a breakdown by personnel
classification and estimated number of hours spent by each. Price proposals should be
submitted as a distinct document in a separate sealed envelope marked:
Cost Proposal for Engineering Services
Water Main Construction Design and Inspection
Proposals due January 29, 2019
Present Work Load
A complete tabulation of the Consultant's current project workload is to be included. Each
project shall be identified by name, type, size, duration, and personnel assigned.
Personnel
Professional resumes, including education, work experience, professional credentials,
and employment status (e.g. full-time, part-time, years with the firm, job description) for
each individual to be assigned to the project described herein should be provided.
Disqualification of Proposals
More than one proposal for the same work described herein from an individual, firm or
partnership, a corporation or an association under the same or different names, will not
be considered. Reasonable grounds for believing that any party is interested in more than
one proposal for the work contemplated will cause the rejection of all proposals in which
said party is interested. If there are reasonable grounds for believing that collusion exists
among the parties submitting proposals, the proposals of the participants in such collusion
will not be considered.
Licenses
Each party submitting a proposal shall possess all necessary federal, state, and local
licenses as are required by law, and shall furnish satisfactory proof to the Village upon
request that the licenses are in effect during the entire period of the Contract.
Award of Contract
The award of any Contract may be made to the Consultant who submits the proposal
which is in the best interest of the Village as evaluated by Village staff. Such evaluations
will include the experience of the Consultant, capability of the Consultant, and other factors
deemed by Village staff to be in the best interest of the Village.
RFP for Professional Services / Water Main Construction Design and Inspection February 14, 2019
Page 4 of 5
In addition, the Village reserves the rights to accept or reject any and all proposals, to
waive any informality in any proposals, and to accept any proposals considered
advantageous to the Village.
Proposals
Proposals should be addressed to:
Casey Botterman
Water/Sewer Superintendent
Mount Prospect Public Works Department
1700 W. Central Rd., Mount Prospect, IL 60056.
Proposals can also be delivered via e-mail(cbottermanp_mountprospect.org). All
proposals should be clearly labeled in the following manner:
Proposal for Engineering Services
Water Main Construction Design and Inspection
Proposals due January 29, 2019
All proposals must be received at the
Mount Prospect Public Works facility no later than
12:00 PM local time on January 29, 2019.
RFP for Professional Services / Water Main Construction Design and Inspection February 14, 2019
Page 5 of 5
N
W+E 2019 PROPOSED WATER MAIN IMPROVEMENTS
S
U) W"u �r
Y
G� T
LDWOOD LN
LOWDEN LN
..
ARDINAL LN
I
............................m JEFFREY DR
5........"°° L`L.:LN"........:...............:........II, �llllllllllllllllluuuuuuuuuuuun
JE .
H L6
Z' W J
J HO
Z MIT
g Z CFELL uuuipu„I
W mR
~ C
ARDYCEmmLN
gym'
..... ................................................. E THAYER ST °^
Z
�� J MAR
3 Z
W
y W
E H IF
ENRY. .... ...................mmST ... VO ~
_,
C Z± H�...
er � J� I°r
LU,
Z
W
H 2 ��
LU a 'P
0
W_
GREEN LN m
m
W
a,
E CENTRAL RD
.....
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
F:\\\\WATER MAIN IMPROVEMENTS\LOCATION MAP.mxd
Map as of January 2019
By JJP/PW
AWS 2019 PROPOSED IMPROVEMENT LOCATION
Dorsey, Sean
From: Dorsey, Sean
Sent: Tuesday, February 19, 2019 8:22 AM
To: 'irisheyes.td5n9@sync.omnigroup.com'
Subject: Write recommendation memo for watermain replacement engineering
From: Aaron Fundich <afundich@reltd.com>
Sent: Monday, February 18, 2019 5:06 PM
To: Dorsey, Sean <SDorsey@mountprospect.org>
Cc: Cassady, Michael <MCassady@mountprospect.org>
Subject: RE: MOUNT PROSPECT 2019 WATER MAIN PROJECT DESIGN AND CONSTRUCTION ENGINEERING
Sean,
Although the pipe length and construction cost on the three cul-de-sacs will increase for the watermain loops, it will not
change the length of our field survey, drafting, specifications, etc. The additional design engineering time for this is
minimal so our design fee won't change, however, since construction time will be likely be about 1000/150 = 7 working
days longer, our CE fee will be a bit higher.
We therefore, are pleased to offer an updated fee structure for use with our January 28, 2019 proposal for the 2019
Water Main Replacement Project:
Design Engineering: Not -to -exceed cost: $84,312.50
Optional Soil borings at Central, Main Street (2 x 2): 4 borings @ $2000 = $8,000.00 (IDOT permits &
boring logs only. Add $5,000 for full geotechnical report)
CE is very challenging to place a hard NTE cost due to so many factors beyond any engineer's control, especially before
design (utility conflicts, contractor production/quality of work, work stoppages, etc.). As I examined this closer, I also
noted we didn't include costs for CCDD Testing and WM Chlorination/Testing in our initial proposal, either. We have
based our NTE cost proposal on these additions, an average contractor production rate of 150 feet per day, and total 6 -
month construction period being completed in 2019 (except final restoration).
Construction Engineering (full-time inspection): Not -to -exceed cost: $116,250.00
Construction Engineering (part-time inspection): Not -to -exceed cost: $83,500.00
Thanks again for the opportunity to clarify our cost proposal for this project. We look forward to serving Mount
Prospect to the best of our abilities. If you have any further questions, please don't hesitate to call.
Regards,
Aaron E. Fundich, P
Principal Engineer
hRo,bin, son
127 N. Walnut Street, Suite 200
Itasca, IL 60143
Direct (815) 412-2701
From: Aaron Fundich
Sent: Monday, February 1O,ZU194:UZPM
To: Dorsey, Sean
Cc: Cassady,Michael
Subject: RE: MOUNT PROSPECT 2019 WATER MAIN PROJECT DESIGN AND CONSTRUCTION ENGINEERING
Hi Sean,
I am available whenever you guys are ... feel free to contact my cell number 815.412.2701
Aaron E. FVOdich, PE
Principal Engineer
%i
127 N. Walnut Street, Suite 200
Itasca, IL 60143
Direct(815)412-27O1
From: Aaron Fundich
Sent: Thursday, February 14,ZU196:1OPM
To: Dorsey, Sean
Cc: Cassady,Michael
Subject: Re: MOUNT PROSPECT 2019 WATER MAIN PROJECT DESIGN AND CONSTRUCTION ENGINEERING
Absolutely. Shall I call you or you call me?
Aaron
815.412.2701
Sent from my iPhone
On Feb 14, 2019, at 6:06 PM, Dorsey, Sean <SDorsey@mountprospect.org> wrote:
Aaron:
Are you available for a phone call regarding subject proposal and your 2/7 interview? Mike and |would
are available Monday, Z/1Oat4:UUPM. Please advise.
Sueu^ �—��
° 2~4wee/
Director ofPublic Works
Village ofMount Prospect, Illinois
Fil
Ph: 847.870.5640 1 Email: sdorsoy@mountprospoct.org
This e-mail is intended for the use of the individual to whom it is addressed. The message may contain
information that is privileged, confidential, and exempt from disclosure under applicable law. If the reader of
this message is not the intended recipient, you are hereby notified that any dissemination, distribution or
copying of this communication is strictly prohibited. Please notify the sender of this e-mail by reply if you have
received this message in error. Further, Robinson Engineering makes no representation as to the long term
compatibility, usability, or readability of any attached digital or electronic file.
Scanned by the Symantec Email Security.cloud service.
Proposial
Village oif Mount Prospect, It.
Professional Englneerit2_g Services
Water Main Construction Desng, n and Inspection
January 29, 2019
Robinson
1.27 North Walnut Street, Sui'te 2010,
Itasca, IL 60143
ph, (847) 250-5635
Frankfort, It It Ka ka keo, tl L. 501,101 HoRond, H vcdo' 11 MerrMvdle, h F3 a c inn, W I
a
Robt , n,son
. . � ) fl", o" � ,, ( "", J Y , � " , , m ..
Aaron E. IFunfth, PE
e -mad
January 29, 2019
MCUM prospect Public Works, Department
1700 W, Central Road
Mount Prospect', IL 60056
Attention: Mrr Casey Botterman
Water/Sewer Superintendent
RE: Proposal for Engineering Services
Water Main Construction Design and Inspection
bear Mr. Botterman,
Robinson Engineering, Ltd. is pleased to subirnift this proposal to the Village of Mount Prospect for its 6, 9100,
LF water main replacement propect as described in the January 1.5, 2019 Request for Proposal (RFP)i,
We, are honored to serve over 60 Chicagoland communities as their appointed, village/city engineers,
including, 32 confinuousliv for over 50 years, Our long history with these communitres affords us a unique
familiarity with all types of municipal engineering, planning, construc1ion and funding issues. We are
confidant that this volume of municipal experience can be utilized to, benefit Mount Prospect during its
upcoming water rnain replacernent project, which is expected to face many of the similar challenge's to
which our staff is accustomed in, addressing,
Over the past twenty years, we've designed and overseen construction of numerous annual water main
replacernent progran"IS throughout Chicagoland, Mlost of these range in size from a few bllocks to rnulti-
indlion-dollar projects encompassing, entire subdivisions. Our design and construction teams are attuned
to the detaols that will matter most to residents and businesses affected by the construction, Our
experience, also spans several suburban downtown redevelopment projects near train stations, popular
eateries and multi -modal, centers with high pedestrian use, so, we are sensitive to the public relations
intricacies, needed when so many stakeholders are affected,
Knowing that the downtown redevelopment initiatives are on a fast track;, we fully recognize the
importance of keeping this project on schedule, if selected lby Mount Prospect, we will perform all work
with in-house personnel (no subconsultonts) so we will) readily exert all project management controls to,
meet your objectives, The project would be rTianaged through our DuPage County office in nearby Itasca,
a rneire 20 -minute drive from the project site
it has always, been our top priority to rnarntain the pron,iinent level of service and profess ionallis rn that
our clients expect and deserve. it is this level of service, together with Our solid reputation for providing,
the highest quality work that separates Robinson from other consulting firms,
We thank you for t�he opportunity to stjbrriht this proposal and look forward to the opportunity to serve
Mount Prospect during this important endeavof, If you have any questions, please do not h!esit a:tto
contact me at (815) 412 -270L
Very truly yours,,
001,
Aaron E. Fundich, PE
Executive Vice Presiderit
AEF; pc
M
M
'Robxw
inson
INTENTS
Mm=��
Cornpany ProMe
Pro�ett Understan&rg and Approach 2
Scope of Serwces 3
Flrodect Fxpr,,�riemce 4
Pfo�ect leam, S
F",Imsent Wiorkkiad 6
MEMMUMMM
Robinson
COMPANY P'ROFTE
At Robvison Engineering, Ltd (Robinson) w(beheve erroneening goes beyond CILGAY projct managonent,
It as alb about serwce HstNdne to our dknts'dewreC :xuvmhng a rarige of kinovative afternatives, i)vornf fly
mWoMing to chiant rwe& and cre�iOng workaNe solutions spedfiraHy taOored ro each cornrnwiity's
unkque stwoom As niunkoM olkwK, our eNve argamiubon conhdentN Minks beyond Im narrow
V Kboundaries ot an hubviduW mpuAnNnAs omkome the oppmumity to
W
W serve as dedkWed evemions W "xmQM staff by sKuhng our experience on an entirre array olf day- to -day
bd hems, genewing riew iu.fe as to resolve Iong,slanding pruNan, wd emiubg TM emh pmyn appmul,'i
fow re5pects Me kVemMs of n-ruMpQ camnounky qaWhWdPrs,
W
400
iWo
"NO
kwow
kwo"o
*WWMO
rut
*NOMA
0
Our hNNxy W pannmOg wqh MWon mid northwest IrWiary rnuNdpWMes for mer 80 yews
has PmbWd us W gwn he eWerbse, expedence and dk&Oan mqWired M pmMde wmpiMf,.�
rniwinpW engteeNT s"win s W comawrAhes of any %i2e, location or stage of devek)pment
We are an Wegrzted, fullserwce hm'i wrth creative and inncivatrveprcibiern solvers, skiPed
faciNate,)rs, and technicah exper(s w0h, diverse experience fir the munor' Gaal seou, and Yve take
pnde in sucresMuHy awomg eKh W cnv Ana communMef transiban Rom one sAge of Seir,
deveWprnent no the next,
Our dkenteIle mcludc"S ccrrnrnunities foo3sed ("wiredeveloping deterroratirig
JadhAes; ensuring viL,)anC growth; uhhzing rnastef plans w sir,,rve new
developn)ent and red evi,^Iop n"w, fit cq)Pr)r1r1rdties whNe ¢rnl)toving infrasrructure'„
and aWmg cmnmumb, balwanig a miNture of these effort,,, 'We eirnbrare our ruk,2
as appokited mumkipW enWneersh"rom than 60 diveirsifiled Hlinais arld Norffivvest
Iridaw carmnumMes with an aggregate service base exceeding 9100,0(t0 peopile,
Our firm's, vallue to municipadities reaches for
beyond the prq5dent design rand construchon
engineering capabilitles expected of nios:t
quality firms, Differentiating Robinson from
our corrppetitors is a sincere appredation of the
everydby needs of municipalibe.5, a delerrnined
resolve to procure grant funding for our clients,
=do hww"e W ward surisfying overall rounicopal
Objectiwn within, each project we, undertake,
�,I'gy'e
10-11-1/10, , % Robinson
TfaWSPIDritatioirl
WaterCli�;tribiubion, Dosigin & Maide.'Jing
%,,rragc! & Trieznrnenft Systirvn�
Wastewater CoHecN,)n &Treitrnent
PloodplWn VsAwrnyvate v Mamagpnleint
Devc,',,ioprnerut Reviews K lfispechuriaa
Geographic lnfarntat'k'rn sv:Aerm (CRs)
ProfPssionall lv,ar"j Surveykit';
Syvterri ManaKernent
S,Vstiern Opefations
RieguLvIlury CumpAance
RELATED SERVICES
Lettirrr, 0- C ir ed n t ftewe%vs
Ficonaniic De-vt.,loprnent InAiiitives
pub'Ric S"' -"40y lssue��
Regi�Aalrury Ageqxur Negchafic�m
Noper,tji Chwnier CorwMalicin
* Annexation Agintrarnerit Negobati,ons',
* Muniidjpall Orffironce Updatess
# capftM fnlprovrrnrilnt Pl,"'Orls
Ma Y 0m e,
(j houw W4'fi
wl ;ab
4�P4f'� ""Wjf rW'oYVD'y IYr'NPM
Our sn,erTgth iri satisfying our cheats Is sirnplethe calIber Of OUr peop�e
Wr bhng as hessonw Pdearned backgroixndl to every Oropect that provides our
ckents with the abphty to make wnfonned choices, not just our preferences
Our, expe6enced engincers, surveyorSr pVarrrrers, and resource speciahsts are
cornniated to iriakmng a positive, diffcrrencv iin the cor�murflnes we serve by
p,')riov6ng p,')ersonakmd serviorrr, and expert1se, recogn4rrg that excelIent work
and draeg6ty are ri'randatiory fcir establishIing posinve Wrig-terrri rel ationshups,
P,,A U IN I U PA [ L N Cy d PJ F E P, p PA
R E L AT & 0 N S I d t P S
a 5 rl " ye a n s 111 3 1,40 Yews 11 20 Years
10A1 50 yca r s dRE,' 2 1 3 0 'Y (, y a r s 1, �10 yeafs
Our, area hls�,ory, proe(t databiise and contact network serve as irrvaluaNe
rnsntutior'W res ourcces for our I communihes, as weR as our diedwcadon
to venfyk-that ah projects rpurcr irrpp4erriented rn accordance with, rnurrIicipa�
MasterPVXlSr 74wCIIUIicall L`xpt,ardse is supplernented by a 100% cori'wrintmienl
to clients" best loog-tierry� urmxiests wa our. Wng-standing poHcy of dedirunly,
a6vate scan ar work in the cornrnu n i ties we serve, Finafly, m,'a respect our
chents' needs and hscal reaRies, by toppng off afl endeavor's with on, extra
dose of common sense, a trait that our chent COMMUnihes have long
respected art OU( OUr organaat1on These disbrictive added value features
P ave prompted dozens of ckef)V cornrywribes to canriml(a relaining our
servnces for decades, 4ick6rig over 28 towns contrrwously for over 50 years,
Anot,heV Robinson rraIknafk es ciur acbwparri6panon On thie, cr,)mn,ruinitles
wheire we live, work, shop and worship Neady 9105P6a of our clurrer-q staff
were radsed arid/or cunerifly live in one of our chent cornrnunjheF� Our`
professianals dre perpmn,ally hnvolved on 4npriawng theur l�ocal environfTneMS,
and qualoty o,f Hfe hcrr 0"ie�f famrhvas iind nehbrtrhoods, and this level of care
is evdd�,-?nt in the proIects wua rranagr,',. By perscv4ly valuing each wid every
6ent and project, Robirrscarr ainis Lci do rnoretharl jLP51 nieet expectahoinsR we
strwe to exceed thern, each anid every day
Robinson
MIUM10PAL ENGIMEERING
* Gmn! Appkabons
* Developmen! Pvvwws
* ciipttak Nans
* hha=dure WAster Planning
* Ordinance Updates
WASTEWATER
Conveyance Syvems
Tr(,;,utnwnt Fac'Jhfles
Ldt Mans
&h%hwVKhaw Stud&
EIRA/POWRD Curnphance
LAND, SURVEYMG
* WA Sumey,,,
* PRds of Hghway
TRANSPORTATION
• hampon0ain Manning
• Roadway ReconqwWon
• TC affic "'I gnak
• Weet LAghdng
• Ble WS
COMPANY PROFTE
STORMWATER MANAGEMENT
* Stora"Natee Detenbon
a Floodplain Management
0 stcrm sew il""r systeans
a Hydrauk Studies
* BeM Management Prachces
WATER SATE CIVEEOC MENT"
a SupWy Be Dharibuban 5VAems Sde Grabng
* Stonige Facdk tj(;us, Pairkdhig
0 Pumping Faic0itws a Parks & Riu(n,'�ation:up
a tataynt BMW Wetlands hhtigahon
* S,,i,stcurn Ntocfeiinu ,; Sustacn,,.jbie Dc,,veiopnnera
GIS/MAPPMG CONSTRUCTION MANAGEMENT
* Database # Fwhi atakmg ex Layout
* %mmmnip y Mapping a Cmm"Mon &',pubon
* UWWY p0ap�)pilng 0 Projed managernent
INFRASTRUCTURE MANAGEMENT
System Management
Water/Wa,,Aewater m"a"st 9n Operations
tau? Aulatory Con-iphanc(., Assistance
PratecOve CanmgXo"awon EvaWabons
ROBINSON PROFESSIONAL STAFF @ A GLANCE
ENVIRONMENTAL
4 Mae I & H EnvammmenlM SRe AnewmeMs NSA)
d WKWI EnviranmenNl Ske Asunsmem WESA)
0 Pircdimfiwlry Site hwesdgabow(PY)
f eahng Underground Storage Tank (LUST)
Clean ( nOrL)".1110ri coir Dernohhon Debihs (CCDD�
42 WamomA I npnpms JKJ
I onnod WWWA
4 pmunmW Und
I h QN&A 1 17MAWn Mnumn,'
H'Iginc�er (SL'j,
Soo 'vvyor"'� 0""I'y
fcrp"tj
I Wnhed pwnmq QW CN
4 Wwwnx Wwwwo"
0 UJIV"d f9me"WIM6 4n u0smi
W"n Aum&Wd P1'gY5wwwN WHM AP
%'. [h'W;fJ
e/, (Ixl' e 11'f i 'i 4�. tCFIIES,C''
I Uflke WwwumM
I
I W"O"W 001
On 0"'9
Gwwpa
Up.05WHA,
ROBINSON FIELD STAFF @ A GLANCE
21 Rewdmi QmewwW h0weam
22 007,
jl"("w' S""'Jfnwot'Yf'
Survt"!'y
Cerrihod Por�,cawipl
SCI'IMVI'hfalvi G0'SIVVtj
I NDW WhNd Homey WWmtwv
4 MOT WhIed 9"dp
7 CeMhed PuWk W Wn m tu",
Inspe0or,
lira p
Robinson
PROF E S90NAL REGSTRATIONIS & CERTWICATIONS
Registered Professminal Engineers AZ CA CO; bL A N W TX WA Wl CFM PTOE CPESC LEEDAP
Geoff Aggen
Enk M, Atvarez
MOanw K, AmOd
David P. Bamas
Elaine Bolchev
JohnJI 3("ssel
Kewin J, ffi,,cari
Van catornborts
James M Czarnik
w0arn P, 00"In
Jason 1, Douthell
Jonathan D Flawcr4,
Aaron E Fundich
Hairy L Gdirnore,
Troy A Go teir
G regofy 5. Gr tien
�ohrr Hilsen
James P, Hus, jr,
Sean P. Kefly
ChrMophet I King
Dan -a E Ludwig
Thomas F NaWe
PaW pearwrl" If,
Carrie A Pintar
jeflrey C, Pwitar
Russ W, Prekwati
RqiniJer S Prinz
Ernest R, Roberts IIP
Paul R Ruscko
David W, Shitling
Michael R. Spolar
Albert K, Stefan
Uw J Taccola
E'dwwd I "run ehus
David Fysari,
David I Webeq
McobC WAAbank
Mark A, WesolowW
Ronatd J. Wiedeman
Swah C. Wiraer
lonathan Ar Zabrockii
�tcven G, Miner
Regist,ered StrijO[r fl
Chfv5t0phQf Jr Kmg
Regi"Ieled Prote"Sional
Karl F, Newman
Prc)fesstonzfl L,,,und Stvveyor,;
Kevin J, Bhcan
Randefl 1, Gann
Brad K Lueders
David MVson
C(,�rofic,cJ M.magers Rdck Clevenger Joel R Dpab4ckw Joriathan 1, Dykwa Ronatcl E, Smah
r"'fl En&ieer WIerm, Robert W Borchenng lost) Barelb Kevin Danke GregA Kamplain
R'obinson
PROFESS�ONAL REGISTRATIONS & CERTIFICATIONS
CW,ified frosurarn, and Storrrnwc'f'U"rr (o ss'vvl} Csera lied Plam e r (A l CP
David P Barnas Dougias E, Brc.qhock David A Wu �',abber Mawa A. Rigon�
J 1.) 0 T C e t i f,', d P u t) I d r l r i fras t f u ( t re Nri J) i,> (1 o r
Ceoffled Haiaidous Pvlme6ak, Manav�ei'
Robert W Borchc"riog Lisa J. Tacccr0a
Steven G Zehner
Douglas E Broshock Richard P."Tyson
My K tauritzcm Davud A Webbo,
Lake (,"ounty (ltd Stcirmwtp,jr Drforcernent ffir-,,r
Jacob C Wellbank
Geograipuhic hifonnation Sys4emr, . Prcrlf,Ym)Mi!
er'tiherl Survey Fechwwns
Edward K, Rudd
Robert J (3amboa Jay K l,auntzerp
IDOT BOtiher,'I BnJge lnsp�',�,Olws
A0 Conrnne Techr,6n,w Gride
Josh BareH� James P Hus
Marc T
Douglas B. Breshock Christoptrer J King
IDOr Docurrienranon Cera'Tfied Per-,wmel
I R Barnas, Robert J Girnboa
mast! 1, Mayotte
Dawd W- ShOhng
Johirr 1. Beissel Adair Glens
Dawd D. McGiatfi
Lisa I laccola
Rabert'W, Bm'chering Frog A Golern
PauW Pv;o'son, k
Ruchai d J, Fyswi
Dougias E Breshack JaMM R HUS
Scott E- Ranger
Jason W Vandercaf
)assn L. Doutheft Jay K Laurteen
Jmro M, Rodrrguez
Davud A, Wcrbbpzr
INDOT Cerhhe�d lri%peclor'
J,,l S A Lray CoIpS ()l:
Robert W Barchering larries R lfijs
Dawd W, Yidhng
Quwllly mandg'ernf'rcr)m"riactos
Jason L. Douthett Sleven J King
Doug E, Vanderbilt
'Nw evval 0, d r' Plaw, Operatcr
llPA, WjqjFwa(Cr C�jIjeCG fpj Sytkqjj op(!,rrc.atof
Eon E Cufley, Clatis K Donaid SLamb, Class K
Robert W, Borchoring Thomas, E, Nagle
Ryan V Ch Memsm,i, Class 4 Richard A Leber, Oass I
Ryan M, ChrIstens en Rodney 1). PhOhppii
Terrance L, Gr orri, Oasses 1, K William L r Pszka, (jasI
Robert L Csarryi
Cralg I reml, Uass I Kad F Newman, Class K
Firn Hendi ickson, C'lass 4 Paul R, Ruscka, Oass A
ILPA, Water Supply Opr,,r,',m)r
KlACIF Coating lirifarts:or
kyanM Chnstensen, Class C Wdliam 1, t oszka, Class A
Gregary'lopf, Oass C
Gregory Adams, Lever I
0aig Hcom, Gass, A fhornas IF, Nagle, Uiss C
Dohn Rucker, Oa�ss C
RO-rard' A Leber, lxvO 3
Richard A. Leber, Class A RocI D, lPhillippi, Class C
PJASSU) In low ea, k[fflt:,ranoru tvlrUqation,
Wdscorsin DNR US F & Sto Assessor
Martin d, Kung Thomas F Nagle
Rodney D Phillipp
Fon E cudev
Lpcensed Asb,'-stcrs Biaikfing 4ispe6 Wr
lM Cernficatk)r�
Karl f Newman
F. m E. Currey
OSHA 401-iour HAZUVER PA,.i�,'erlols fr,-vwrq,, 29UR, 1910,120
OSHA 84four Massa r-I,,k Armu[ Refre,-,her
Pln E. Curley Don, -0d S, Lamb Karl J, New
air„ rir,
Robinson
CLIENT MAP
Frankfoil, R Itasca, R, Kar�jkakee, 11. rv/[errfflvMe, IN
"V w w f �,/, I t d, ( o f "
HOL"ImA, �( Volo, H" RA c i ni e,, W �
■ w $. � « \,�M° §F. � �H\\,!,,wWs
P,
1 01
inson
Rob
PROJEcr UNDERSTANDING AND APPROACHI
The downtown and residential wate�r mann replacement project outlined in the Village of
Mount Prospect's January 1S, 2019 Request for Proposal (RFP) crMs vpon ii)cur ,",ofe, Skills
and wealth ofexpif',,6,ern-c- as mt,mkipal engneers Due to, the disruptive nature of the
proposed project in an established downtown area, strong project management and
attention to those details which most affect residents and busiliness, owners, Metra
commuters and the rnotorling, public will be critical during the design and construction,
phases to ensure that this project proceeds smoothly, Our vast experience with, similar
design and construction projects in municipal downtown and residential areas has heightened our sensitivity to
critical details that can sometimes be overlooked, such as driveway access,, water services, sequencing of various,
construction activities, resident notification for construction activities/utility shut. -clowns, landscape restoration,
maintenance of mail service, and dust control, to name but a few, A safe and efficient construction area will
also be critical due to, work occurring in front of the Mount Prospect Police and Hre Department, the high volume
of commuters in the area, along with traffic congestion at the nearby railroad crossings at Central Avenue, ill., 83,
and Emerson Street It will be important to maintain poisitive public relations through flyers, inforrnational
meetings and website/social rl updates, keeping in mind that the affected stakeholders will be living with
the construction in a very perso,inall fashion, We have decades, of experience with every task identified in the
Village's RFP for the design, permitting, bidding and construction oversight phases of the project, and will
execute each at the highest level of quality to ensure a successful project for Mount Prospect,
The project involves the replacement of approximately
3,150 lineal feet of 6" diameter water main, with 8"
diameter water main along Yates Lane and 3,7'0,0 feet of 12"
water main with 16" water rnain, in the downtown area
along Northwest Highway from Fairview Lane to Maple
Street, Lhis will irnprove systern reliabifity due to age ass
well as hydraulics for water supply delivery and fire flows,
New water main, fire hydrants, valve vaults, service linies,
and b, -bougies will be installed along with associated surface
restordtlion work, rhie existing water mains to be replaced
Lie on the noirth side of Northwest Highway and east
parkway of Yates Lane.
SPP.
Robinson
PROJECT UN DERS1"AN DING AND APPROACFi
EMEM
4usilte investig,ation Uncoveredsorne project des igin coins iderat ions that will be important to plan for, inic I udin&
# The parkwaiy on the north side of Northwest Highway inc1ludes existing water
rnain and hydrants, birick pavers, planters, and Ilan d scapi rig, niatuire trees,,
decorative light poles and benches in excefIent condition for nearly the entire
proiect length. Particutarly near the entrance to the corrimer6al establishments,
there doesn't appear to be sufficient room to construct the water maiin within the
parkway.
0 The brick paving, and other decorative parkway features are along the Northwest Highway construction
area from Forrest Avenue to Wflue Street and IL -.83 to Maple Street, The parkway section between
Wille Street and 111-83 is Portland cement concrete sidewalk,
Northwest Mghway will need to be maintained at alli firnes.
Commuter traffic will also need to be accounted for during
construction, Depending on how disruiptiive construction may be
to this important downtown dynamic, the VdIage, may want to
consider requiring evening or weekend work for the construction
segments near Central Road, Main Street, and Emerson Avenue intersections. Advance notice of the
construction and associated' traffic delays should be provided to Metra users, to aflow them to pian
fflammgnm
. . .........
'( . . . .... ........... -
Rob�inson
PROJECT UNDERSTANDNG AND APPROACF1
The design will need to take into account utility conflicts associated with public storm, sanitary and/or
combined sewers, and telephone, electric, gas and cable TV/ilniternet utilities. Overhead poles exist along
Northwest Highway from Fairview Avenue to Central Road in the same, parkway as the water main, which
further firnit the placement of the replacement main. Any utility, conflicts must be addressed as early as
possible to minimize construction delays, This will likely involve choosing a 'path of least resistance' during
the design to avoid private utility conflicts to the fullest extent possible despite franchise agreement terms
that might otherwise require the private utility to relocate,
IIDOT Permitting will be important to address as early as possible during design. The design should endeavor
to avoid impacts to existing street lights, arid traffic signals to the fullest extent feasible due to the heavy
traffic volumes along Northwest Highway.
• Alternate I Design. We would propose to, design the new water
main within the Northwest Highway pavement between Fairview
Avenue and Maple Street in a fashion that Would not require
removal and replacement of the existing curb & gutter, pavers, or
decorative light poles. This, will require the parallel parking stalls on
NW/B Northwest Highway to be temporarily unusable during
construction, but they would return to their prior usage (with
improved striip,ing) following the improvement. Driveway access to
the properties will need to be addressed.
0 Alternate 2 Design. Depending on the configuration of other utilities on the southeast side of Northwest
Highway (sanitary sewers in particular), it may be possible to construct
the replacement 16" watermain outside the pavernent and eliminate
costly trench backfill) and pavement replacement for much of the length.
Much of this side of Northwest Highway contains grassy landscaped
areas (west of Pine Street) and/or moderate condition planter areas
(near Metra station)i, without any notable brick pavers, decorative Might
poles or traffic signal poles.
Verification of certain design elements would be discussed at an initial kick-off rneeting. Some of these
include water main material type, valve and hydrant manufacturers preferred by Mount Prospect, water
service sizes, and other Village Design Standards that would be 'incorporated into the design. Consideration
of PVC watermain pipe may be warranted along Northwest Highway due to its proximity to the railroad
where electrolysis often occurs,. At the very least, ductile iron pipe in this area should be wrapped in
polyethylene to protect against corrosive soils,
... . . . . . .. . ewe,
L
Robinson
PROJECT UNDERSTANMNG AND APPROACH,
Yates Lane Watermain
The project route along Yates Lane, from Lowden Lane to Emerson Lane, is
within a single family home residential neighborhood. it is envisioned that
this water main would be designed within the east parkway alongside or atop
the existing water main,. A significant number of mature trees ailso exist in
this, parkway; depending on the position of the existing main and other
utilities, it is possible that
tree removals would be
needed, or the main placed into the Yates Lane
pavement should tree preservation be prioritized. We
will examine this closely during the design and obtain
Village input as appropriate,
The water service connections to the various properties, within the project area will be replaced
between the b -boxes and the new water main, While it is not believed that lead water service lines are
present, this will be verified during the construction phase and addressed as needed.
Our design philosophy consists of making, every
effort (within reason), to satisfy all stakeholder
concerns within allotted project budgets. An
example of this would be to recornmend that, to
the fullest reasonable extent, disturbed driveway
aprons be completely replaced within the right-of-
way following the water main construction. While
the total project cost may be slightly less to limit
pavement patches to the width of utility trenches
and/or service reinstatement locations, our experience has shown that this approach can lead to residents'
dissatisfaction with the finished' product, regardless of the relative priority of the driveway restoration in
comparison to the water main replacernent. In other cases, certain specialty driveways with brick pavers or
stamped asphalt may exist® which are very difficult to restore exactly to original condition such that they,
match undisturbed areas in construction and color.
Robinson
PROJECT LJNDERs,rAND]NG AND APPROACH
in these cases, utilizing trenchless construction
(augering or directionol drilling) methods so these
features, remain undisturbed can often avoid fighting a
losing battle with property owners. Construction in the
decorative parkway areas will' be kept to a minimum as
described previously, however, depending on the exact
location of the existing main and services, some
disruption may be required to connect to existing pipes.
Extreme attention to detail duiri,ng design, and
construction in these areas will be critical.
Of COLerse, the ptimary stakehc0doN, is the Ofloge of
Mount Prospect, In this regard, we will strive to ensure
that each aspect of the project is property designed in
accordance with all applicable IPPA, IDOT, and Village
standards, yet realize that the key to any successful
project is in the details. We will strive to undertake the
design process as a collaborative effort with the Village
to ensure that its objectives are fully met.
During the water main construction, one of the design
decisions will be whether to "hot tap" the new water
mains using tapping sleeves, or to temporarily shut
down the existing mains to facillitate a dry connection.
'Temporary shutdowns Could affect a variable numberof
properties, including some that aren't having their
services replaced, depending on the condition and
operability of existing water valves in the distribution
system. The tapping sleeves cost more than closing
valves, and shutting down segments of water mains, but
may be worth the expense to not further inconvenience
customers; this will be a value judgment on which we
will seek input from Village staff.
. .. ......
�oonal Robinson
PROJECT Ll IDE RST'AN DING AND )%PPROACH
Should the shutdown approach be chosen, we would be available to assist Public Works with developing a
valve shutdown plan prior to construction by testing all affected valves with our in-house valve exercising
,� «IRIWIIIPIMII 11 1 1111 1111111g�g� M��
It is anticipated that all hydrants and valves would be replaced with new appurtenances during
construction, although this is not mandatory. If the Village has recently replaced certain hydrants on water
mains scheduled for replacement, and desire these hydrants be salvaged or re -used, we would include
appropriate language in the project plans and specifications as applicable. By virtue of our long
relationships with so many area municipalities, we respect that roost municipal water operators have
preferences regarding hydrant, valve and water main pipe types and manufacturers, in part to maintain
consistency across their systems. Robinson is familiar with the specifications of all the major suppliers, and
strive to take local preferences into account for the design of these items.
The new water mains will be constructed, pressure tested and chlorinated while services are still connected
to the existing mains. Upon satisfactory testing and chlorination results, the process of temporarily
disconnecting existing services from the old water main to the buffalo box and replacing them with new
Type K copper water service piiping will occur, tour experienced design and construction personnel are very
accustomed to paying keen attention to details during both the design/detail drawing/specifications and
the construction inspection/testing stages of these types, of projects to ensure project success long after
the contractor leaves the project site.
Sc�ope \ r / e \
OFF
......... .
Robinsion
SCOPE OF SERVICES
Robinson Engineering provides expert staff for every aspect of each project we undertake and is fully able
and qualified to complete all required aspects of this project utilizing in-house staff. If necessary, we
would partner with our affiliate company, GEOCON Professional Services, LLC to perform soil borings and
geotechnical analysis if desired by the Village. Due to the relatively modest depth associated with water
main construction, however, most municipalities don't perform borings for these projects unless they
desire to have advance notice of potential Clean Construction & Demolition Debris (CCDD) issues that
could potentially affect material disposal costs during construction.
The following outliine includes the envisioned scope of engineering
services, for preliminary and final design, permitting and bidding, and
construction engineering services for the implementation of each phase
of the Village's 2019 Water Main Replacement program,
Pt` i&n eb'g.s'g,
a Project kick-off meeting. We will meet with
Village staff to review the general scope of the
project, supplemental design criteria, and to
obtain the Village's input regarding scope and
schedule details, as, well as, other potentiIal
stakeholder concerns associated with the
project. Another prime objective of this
meeting will be to clarify the Village's desired
I I I MITI 11 IN I INI MIMI In 11 11 111 : 111111 1 11111111 1 ��I 1 iiiiiii
S A
with residents and businesses that will be directly involved in the project.
Other pertinent data and information that would' be collected and reviewed are the Village's
waiter and sewer atlases, design standards, applicable municipal code, elements available
rights-of-way/easement information, and private utility information in the various project areas.
We would seek to clarify as much 'local information' as we can during such an initial meeting,
P
q4gj POF
....... . .....
Rt
`j ....... .... .. ..... 0",
of yRobinson
T�"
SCOPE OF SERVICES
Topographic Survey. A detailed topographic survey will be performed at
project locations as necessary to prepare an accurate set of high quality
engineering design plains. This survey will be performed under the
direction of an Illinois -licensed surveyor by an experienced:, survey crew
utilizing state-of-the-art GPS surveying units for control establishment, and
Trimble total station surveying equipment for detailed topographic data.
Electronic field data will be processed utilizing commercially licensed
AutoCAD software.
Utility Coordination. At the onset of the project, we will contact all known private utilities in the
project area, including pipelines, gas, electric, phone and cable TV facilities within proposed
project limits. Since it typically takes 3-6 weeks for utility companies to respond to these reqluests,,
we suggest this be done immediately upon the Village determining its selected consultant, before
formal contract award, Knowing the desired design timeframe is only six week's from Notice to
Proceed unti/finol plans being due, we would comm mit to, performing this task prior to formal
engineering services approvofby the Villoge Board.
Soil Borings. If the Village elects to proceed with this scope, we will obtain six soil borings to a
depth of twelve feet along the anticipated water main alignment. A geotechnical report will be
prepared from the laboratory analysis of the soil encountered, and recommendations will then
be providedfor construction of the water main.
to Cover sheet
* Quantity sheet & general notes
* Plan and profile sheets
* Erosion control & SWPPP sheets
(,� Water main details
o Restoration details
c� Project specifications and bliddling/contract documents complying with Village
and IEPA standards
• Plan submittals. Submit pre -final plans at 90% completion level for Village review and comment,
and 1010% plans incorporating all relevant comments. Undergo internal Robinson Engineering,
Ltd. process for QA/QC at each stage.
0" V"
. .. .... . .... . .... .....
ON
Robinson
10,
SCOPE OF SERVICES
0 Cost Estimates. Prepare and submit prelimin,ary and final iternized construction cost estimates,
a Additional Utility Coordination. Submit pre -final plans to affected utility companies to ensure
that conflicts are identified and minimized during the design.
0 Permitting. Prepare and assist Village in submitting all permit applications for required design
improvement permits. Anticipated permitting include an MOT permit for work in the Northwest
Highway ROW and an lEPA permit application for water main, construction,
0 ROW/Easements. Provide recommendations for temporary and/or permanent easements (if
required). Coordination with property owners, easement plat, and legal descriptions will be
1 1 1 1 11 1 1 1 1 1 1 11 ! 111 1 1 1 ! I I I I I 1 1 1 1 li I 1 1 1 '12 1111��=
Meetings. Attend: public meetings and/or make presentations with project stakeholders as
required by the Village,
!iqgjLig, phae
0 Prepare advertisement for bids suitable for placement into local
publication by Village
0, Assist the Village in prequalifying prospective bidders as may be
required
0 Reproduce digital and hard copies of bidding documents as
M*�
• i
issue addenda as may be required.
• Review all bids received and! compile itemized bid tabulation to be included: with contract award
recommendation letter
• Assemble contract documents and facilitate construction contract execution between Villlage and
successful bidder, including review of performaince, bond and insurance Policies provided by
... . . .... . .....
Robinson
41111111,
/Mor
AMM
SCOPE OF SERVICES
Construcfio� Ergine H g
i � _11___I_I _ELi5?,v
e n if
Conduct digital photographic survey (video) of project construction area to
document existing conditions within affected right-of-way and adjacent
private properties.
Facilitate pre -construction meeting between Village, Contractor and other
stakeholders as may be applicable, including preparation of agenda and
meeting minutes
0 Respond to Contractor requests for information.
0 Review shop drawings.
0 Provide construction staking and layout of the proposed improvements
0 Provide a qualified Resident Engineer/Observer to observe all construction activities, ensure
Contractor compliance with approved plans, and specifications, measure project quantities, assist
with utility coordination, keep, Village informed of project status, and, advise Village of deficiencies
in the Contractor's work as necessary. Resident Engineer/Observer to be on site full-time during
0 Prepare written dally inspection reports including digital photographs to be delivered to Village in
electronic format.
a Prepare and/or collect from Contractor afli required construction documentation
0 Assist the Village in the preparation of change orders, plan revisions or other field directives as
may be determined during, construction
0 Review contractor's monthly pay requests and prepare recommendations for payment for work
satisfactorily completed
* Assist the Village in addressing concerns of stakeholders and/or general public as required
recommendation is made for the Contractor's work
Prepare 'as -built' construction drawings, reflecting any field changes to the design plans deliver to
Village,
.. . . ...... .. . .....
. ..... .... .
ti
Robinson
SCOPE OF SERVICES
Robinson Engineering will adhere fully to its in-house QA/QC policy during the design
and construction of the project. Our internal QA/QC program involves various parts
of our organization, including two technical engineering reviews; a field check and
conistruct�abil'ity review by a seasoned resident engineer; a municipal review
conducted between our project manager and the Village's liaison; and a final review
by our Director of Engineering prior to issuance of final construction plans and
docurnents to bidders. Our internal policy also requires our staff to conduct QA/QC reviews at various points as
the project progresses (as opposed to just near the end) so that the Village's project schedule is met without
late surprises. As a final check, our administrative staff is not authorized to proceed with plan reproduction
tasks until our Director of Engineering verifies that all plans and documents have undergone our rigorous
internal QA/'QC process. 'These internal reviews, coupled with, the Village's review of all pllan:s and contract
documents, ensure that the design plans and contract documents meet all applicable standards, of care prior to
the bidding process taking place. Our experience has shown that rigorous reviews, on, the front end of projects
significantly minimizes the need for costly change orders or schedule delays during construction,
SO-wedule
We will dedicate the necessary staff and resources to comply with the Village's itemized
schedule indicated the RFP for all items that we can control For example, we wall
commence field survey work immediately upon authorization, and submit pre -final plans
for IEPA permitting by late March (concurrently with submittal to Village), to begin the
permit process as early as possible. In addition, we will commit to having final design plans, specifications and
lamsm� Z=
respect to the overall project schedule:
L Utility Information. As referenced earlier, response times for info requests from utility companies typically
take 3-6 weeks from the date they receive written requests. Based on a, February 20'h Nlotice to Proceed, it
is possible that some utility info may not be available until after April L Far this reason, if selected by Mount
Prospect for this project, we wild endeavor to Initiate these requests as soon as possible after staff would
alert us to the selection, even without a written NTP.
100
Robinson, or
A
SCORE OF SERVICES
In almost any case, u�nlles,s the Village already possesses accurate private utiility information for the entire
project area, it is likely that the preliminary water main design would take place without much of the private
utillity information shown.. Should additionalinformation become ava0able after April 1, we would add these
to the plains and send out updated drawings to prospective bidders, in true form of an addendum prior to the
planned April "I'l bid opening,
2, permits, We are committing to submit an ID101' utility permit and an IEP�A permit application wilth pre -final
plans by March 25"", However, the IEPA permit process allows for, 90 days until permit action is taken, and
typically takes at least 45-60 days for water main replacements. Therefore, it is, possible that the planned
May 81" Notice to Proceed for the construction contract may need to be pushed forward as fair as late June
if IIEPA delays, permit issuance, Public Works has, indicated the Village has had success obtaining verbal
permits (as have we) for fast-track projects such as these, however, there is no guarantee that such action
will be granted by IRA, so construction could be delayed accordingly.
I Contract execution, The ViPage, intends to, award the construction contract on May 7"' and issue a Notice
tio, Proceed the following, day Our experience has been that towithhold the NTP until full contract execution
has occurred, iricluding the verification that the required performance bond and linsuraince suipphed by the
Contractor meet the specified requirements, The contract execution process typi14lly takes 7-10 days, so
construction realiistji4ly won't commence until about May 17"',
4. Construction delays — utilities, Due to t�he possibility that bids will be, received prlor to all utility information
being obtained, it is also possible that 'surprise' utiility conflicts requiring plan revisions and/or utility
relocations could occur during construction; this could require alterations to both project schedule and cost.
5. Construction delays — Contractor performance, 'The Village's proposed 90 -day schedule for substantial
COrnplefion by August 26�, 2019 is aggressive but potentially achievable, presuming Alli permits are in pllaice,
utility relocations on schedule, the Contractor mobilo es shortly after notice to piiroce�ed and achieves
Production rates of about 150, ft/day, satisfactory testing,/chlorination occurs, in a fim0y fashion, and
pavement restoration is scheduled promptly. We will MCILidestriiingent project schedule specifications with
strict liquidated dlamages in the contract documents to, ensure all incentives for the Contractor to, meet the
desired schedule is In place, However, no engineer can absolut0y control Contractor performance, merely
influence it:. We wilt fulfill our role to the highest degree possible to influence the Contractor to meet the
desired schedule, We would deliver final as -built drawings within 30 days after final construction is
cornpBeted,
I�i IM f� MI►. aMw 1M.
Robinson
Robi nion [ rq;inelt'rf mg, LuJ
(REL) brings a fore�
ewdleme to our evvmv(,,,,,
vi,m,er stIppiy, treatrntrr�l, tnd
cluMbubon capabilhvcs F"or
mom than 80 pw% we
have as�i3Oed ow clients
wn'-h ProviclIng, sale' rc'lhabe
and secure water supphc,�s,
We understand rhat as
the roles of cantamOMWn
and dtn)jrflsNng re,mvves
naTol rmw awry wers muM
be pm"ced to compOment
MMA Mnonv
I WMER PRalECTEXPEMEPIS
E
�"Vl' S Y J 0 J"""' (i T e Jf n
M It n
J"61.41 %tafgr,
b t ci
S AD A 1.uamt6 n I
LunWuOwn Marvqvmy'i�
U&M MWOW pq"a"n
Ovs & Imm ApomoMns
WMInsw"Of.my MAH WAIA & QPQ
44 PrqvI:t,,
VJ'qf-r Pulrnq"Iln'/�'
Manvy 44 plx'�
WaNq My"OMM,
7'J Io- 381 Nurm",
* op
Oit c�lhent,
"t", v
on us to hey, them support,
g r c) wl rr,answer regu� auary
challences and inanage iaging
sysmne off sustaNnabpe
vwoo,,,-,vau,!r
sokjt'➢ons, 46"orrr suvfacf,'. zind
groun(Jwatc"rosupply
to Myn "d rdmWM Mwn A
lreat,mcnt, starage, purnpr,')g,
and dAmbAun fudOn Bv
bleikhg tmNmWgy wah epe%nm, cur
enVnews Marme NO responsIdIty
mui envOonnieNAI conce"n
WMInsw"Of.my MAH WAIA & QPQ
44 PrqvI:t,,
VJ'qf-r Pulrnq"Iln'/�'
Manvy 44 plx'�
WaNq My"OMM,
7'J Io- 381 Nurm",
Robinson Robinson Engineering Waterman i8 Projetts
2011-2019
Oesdgned but nor yer! MWn, u(ted
Miuinicipal alt
. . . .......... ............. -'11111111
. Waterma in ProjectCrantratt
,
Quality
7--
-F
Snr, jin)
Reference
Phone
_jear
2011
Alsip
Varrous Watermain Replacenierar
$100,000
950
8
John D RVan
709 385,6902
2011
1lowneo-5 Grove
Knottirritliarn Subdivision
55,4CI47,I)00
11,500
8
Scott VaOrt
630A.,34 68c)4
2011
Frankfort
US Route 30 Wioterrriain Relocation -s
15317,000
2,250
12
j im 110and
815.469,2177
2011
Manhattan
fijr,t St./McClure/fastern Ave, Irnpir.
$342,000
3,,250
812
Kevin Sing
8154182051
2011
MvdNothian
14 Ah'Street Water train L0212-11enitlm
5219,000
7011
8,
toe Sparrey
708 3,99 96SS
2011
Midiothian
Abbotsford Rd Wateornain Replacement
$400,0001
9,000
8
Joe Spatrey
708,389-9658
2011
Midlothian,
Watermain Replmements- Varimis
$2,600,000
1,9(M
9i
joe'spaorey
20&389,9,658
2011
Minooka
ilisto6c Streos jSouth) WM Relpl,
$2"32,000
1,100
8
Dan Duf!y
815,467,2151
2211
Olympia Pieo&
Counvy Club Watermain L2cap
51,100„00767
5,5"00
12
lames Laridinii
)08-503,8200
2011
St. john
85th Avenue Watermains
$162,D00
1,690!
12
Steve Kil
279 365 6465,
-1 1111ey Poll
Natermarn Replacements Varrou5
$2,100,10001
5,100
8
Kevin Workowski
708,444 5540
-20-11
2012
;
CaIonet City
LincOn Ave, Watermari Replarcroent
$737,000
2,400
I
a
Quahmbush
108189118305
-2O] -)
7 Fr.nVwt
'firrNber Lo Waterinam Replacement
5300A0
1,7001
81
Jim Holland
815,469,)1'°77
2012
Frankfort
Watefinain Replacement 5th Ct & Timber
S326,000
2,200
8
Jim Holland
815,469,217'7
Frankfur
Prestwick Wwefrnain Replacement
5332,000
21200
8
hoer lolland
815.4,6'91,2 177
Monooka
Md v s t r ial Ou ive W'a N er rn a in Re p I a ce rrw n t
$211,000
1,400
8
Dan Duffy
815,467',2151
_C012
2012
Mkiooka
Minooka Road Utility RelocalOn
$441,000
1,850
6
16��
Dan D�uffy
915,461 ), 151
2012
Pentane
First Street WalLrrnarn Replacerrient
$T2 �500
8'501
8
Steven Cross
708r2r38 3279
2012
Peotone
Watemiain Replacement_
$86,000
840
6iiia
Steven Cross
708,258-3279
2012
Posen
�kvi
147th Street Waternijin Repiaceirnenl
$560,0CM
4,2(M
i
BAN
Frank Podb4elniak
108 38'05.01.3'9
2012
S a v 1111 a e
� hake M rc h iig a i r Water C on n i ec k ion
$600,000
VON,
16:
Kevin Weiler
708,7583330
2012
i'lOrry Park
Brernentowne Lone WM
S 100, OCK)
600�
8
Kevin Woo kow0i
708 444,5540
2012
linley Park
LaGrange Road Watefmain Replacement
$450,t=
I, 150
12
Kevin Wookowki
YOS "4,5,540
2012
tinley Park
VV Street Waterrnain Relplaf.ement
$150,000
7CA
8
Kevin WorWowsll;i
708,444.5540
70-13
O=ood
Hallsted 51-rw Einergency Water Main
$15(),OCK)
110
24
Ronald Gardiner
70VS3123,09
2,013
Matteson
Watermarr Replacenienis
$1,94),,0001
6"11610
6-16
G a t d oru Har di n
708,481,8,313
70137
-7013
Mepirionette Park
118th Street' ateirmain Replacement
'2252'„0410.1
F�(, 4 0
8
Denrfls Magee
708 396,3183
Minooka
Wabena Avenue Water rroa4i
$167,000
1,030
1,01
Dan Duffy
815 40'7.215'1
70-13
Scherrerville
flenle� Larne Watermain RepNcernent
$263,000
1,,4701
81
Jeff Huet
219,712,1155 1
2013
Tulle
No"litfeek Bu5ine% Park Watermain VaNes,
$5810(v
N,A,
N,A.
KO vi n Wor Wws� k 1
708,444 S!AO
2013
Wi� t se k a
Jackson Street Waterrywon Replarervent
$179'am
1'(1001
8 ��alllln
D( �Lahf
815,432 2930
23
)013
Watseka
a
North Street Watercirain ReLOa�,eroent
5593,000
2,320
81
Marvin Doetahr
815432 2930
201:4A
15 ivi
NW8ki Rd Waterritain Reptacernent
$3O2,00-0
1,38S
8i
)OB. 3,9 5 690X2
7014
Frankfort
Cedar Lane & Wowlouff l�'t Watermaiis Repllacerolerik'�
$363,000
2,(A(,l
81
Jura Hoiland
815,469 2177
2014
Frankfort
5t Andrews Way Watermain Replacement
$loo'ow
41,01
M j
hm Hailand
815.4f&2177
2014
Franlkforl
.....Ever 01en Drive Waterrolarn Replacement
5255,000
1,3801
8
Jim Hrailand
815,469 2177
2014
Frankfort
Elm St, & Iowa Ct, Watermain RepNcenrieM
$591,000
1,4611�
J
Jim HOland
$15,469,2177
2014
Frankfort
Unden C t Nal eo irna,in Repiarenuent
S2519'000
1,4001
a j:
Jim olrrHand
815,4691177
2014
Fwankfort
Aberdeen Road & Plymouth Ct. Water mairi, Repiacement
S45j,000
1,320
8:
Mn Ha Nand
895 469.2177
2014
Lansing
BerrirteRdlWateoniainReplacement
5725,000
1,720
6, 12:
lion Notkaas
70889S 7190
2014
Mokena
In Replacement
Thio d! St/Midiand Ave Wateraia
$55210(m
47CO
81
Louls I lberi
708.479,3927
2014
ROWYNeOWle
Watermain Crossing I S5!a t Vetw ao's Parkway
$381,000
520
16
Eric Bjork
81!5 886 1,870
2014
TWey Park
Oak Park Ave Waterr'nain Replacement
$2,115,0010
630
8
Nevin War kowski
708,444554O
2014
PrOey Park
700 Ct, Wolerrrraln Replaceirera
S300,000
9215
8
Kevin Workowski
7138,"4 5540,
2015
Wonde Lake
Waterrr4n Replacenmnt
%)r 000
... . ....
1,85s
a,
Steve We ill
815,)28 0639
2016
Alsip
120th street &120th Piace Waterniam ExtenPon
T7�,'L)(+)O
120
8
J*m 0. Ryan
708 395 6902
201:6
Frafikforl
Widen RoadritL-fr7lain WIPRVVerneglt$,
53100,000
1,9CK11
81
Jim llokand
815 40'991177
2016
Joliet
Garvin and California water Main Irripi ovefri ents
5500'ac10
2"5001
12
Harold Harty
815.724-4000
2016
Blue 15tand
Waiter Mah,r Re locations
1�80'000
1101
12
Eno poelsted
108,396,8604
2017
Romeovilie
Water maru- Montrose, Nelson, lynn
51, 300,000
4,1(X)
8,10
Eric 8Jrick
986 is7O
2017
Ahip
Water Main RnpR overnen45 , Various Locations
$1,3901000
51201)
8112
John D, Ry,in,
-8Irm
708,385 65}112
NN Mand Park
Charat Lane Waiter Main Replacement
$220,000
1,100
8
Enunanoell Gounez
842',7t'.#2,i7807
-M-7
2017
Palatine
Water, Main Reptacenierit Profirairn -'Wilke Road
5310,0001
1,401)
R
George. Rupert
847.2[12,696`3
2017
Roselle
Annivai Water Main Reelacemenl! Pfollain
$8261'0(7(1
ION)
8.1,2
MIoke Schul'a
6306"71.2';36'8
2018
Alsip
a Road
$551,000
2,200
a,
J,Dhn 11 Ryan
70838&690a I
2018
Tower Lakes
Water Main ReyNacement PT,riyarn
51„86x8„0800
8,800
6's
Paul Kierit
847 526,0x488
2018
Palatine
I Water Main AeRlacement Program - Pep er^ Tree & Del Mar
$8011,000
31,600
i
George Rupert
847,202,6963
2018
Roselle
Annor I Water Main Re placernent Progfarn
$7301,000
3,000
8,1;o
Mike e S,c hn tz
6317 6712368
2018
Rameoville
Water Main lmprovernents, Fenton & Evveft
$02,000
3,100
S
Eric
815,886,1870
2019*
Itasca
Water Main Reptacerrierit , Catalpa Ave & [Astricl Dr
$1,,!()0,000
3,5(X)
8,12
Ross HitchcoO
630,773,24.55
Total
$36,844,0001
146,3351
1
Oesdgned but nor yer! MWn, u(ted
<410% Robinson
Ross Hitchcock
Director of Pu bhc Warks,
(6 30) 773 ,2455,
Mark A, Wesolow5kj, PE, CFM
$1,2010,000
Spring 2019
Water, Main Replacement
Catalpa Avenue (Division StrE,,et to Bryn Mawr Avenue)
Dlistrct Drive (Btyint Mawr AvenUe to ArdmU`E? S'trE.�e't)
l"he Village of Rasca has (.,'?xpe6c,�ncecl frequent wate�r rna0ri breaks alorig
Cxafpa Avenue and District Drive The VlHage will replace t1m,',,, existfrqg
6" water rnain•u with 1,,900 feef or 8," polyethylene encased (hLicrHe iron
WatClf uTiain arid replace 1he emming 12" water main with 1,6001 feel, of 12"
polyethy6ene ericised ductile rron war, er rinain on Catalpa Avenue arid Dist6ct
Drwe, respectively.
1"he Vlllage of Itasca tasked Hobmson Engineering, Itc, (REL) to prepare plans,
spec&cat-mns, and subinit for perr-ruts for the water main replacement. 1'he
W81ef r'T)aun replacorrient deSgfl WM CL0nSiS1 Of Pfe5SUM and rioin -pressure
conn echons to than a,'ixisbrIg WaterrTlaln, neW ValVes, WJI'Ve VaUltS, fire, hydrants,
re connection o, water services rni:4,jding rreew 1!!!a boxes, steO casing, cut and
capping exVsfing water maan, removaT of exsting water valves, valve VaUlts,
b -boxes, it will also lrnckide sadewalk rernova! arid repfacemwnL, pavement
T),':itching and rernova l and replac:ernerit of the ex�sdng sewer when in coriffict
wrth the prc)posed water main,
REL is curn,,antly in rhe process caf pileV)aring desrgn p4aiirs, speohcations,
apprapr1ate bidffirig dOCUments, and an iteirniyed opinern of probable cost of
construction REL has also prepared 211d SUbrnitled 'or an IEPA Pubkc Water
Su',)ply Pefm,, I -Ns prolect rs schedu[ed for construction 'fn llie spring of
2019. HE L wilT also perforrn Lhe corisVuction engiriee6ng for this ProleCtr
F; I Y tl (")J L r,- I [ i, I,!, NA L, N F S,
CocrdiiriatJon with CorriFiJ, AT&T, NICOR and Coincasf in rMation with
utiRy conflwts
Caordriadon with Canadian flacrfic Radway ori relation to multiple raHroad
crossings on Disg rict Drive
Minimal &sruption (if water service for the resiclents
Mahia'in access aBcnrrg Catalpa Avenue and Dmrrct ID6,veW
PROH, C I R4_11 tfl[ta, (( 1pon
Milproved mhablkty for water distnbution systern
Additmrial valvees installod to limit tl"ie lrnpacts to the systerri, clunng roulinc!
rnaiiw,enance
Additronal fire hydrant,; lnstalled to provide increased fire protect'4.)ri
<a Robinson
Paul Kierig
Trustee, 'Water Chaarrian
884 7) 52!6-0488
Gregory S,, Gruen, RE
FY 2018 $1,900,000
FY 2014 $1,200,000
VILLAGE OF TOWER LAKES, IL
Annual Watermalin Replacernent Program
The'Vfflage of tower Lakies recen0y decided U) Undertake an aggressive wxer
systern rehabktatiorr program to replace nearly 1.0,000 LF of undersized,
gauvanized steel ppie wWi riew 8" PVC waternain. In arder tics il$SiStr With
the irnpNerrientaticir of the prograrn, Robinson Frigineehrig was selected as
the consOdng erighTer for the projo-t. 11,is inciudied assistance WiJi design,
surveyrrig arid construmon as, weH aS fUndinp
afternative recornmendafioris,
After coordbnatrorr Mh the. Viltage trustees arid at the recomniendat-ron of
REL, the Vitlagt,.- decided to flund the project through t l,w PCPState, Revolving
Fund (SRF) pro grarn, UL provided assstance v00,i the loan process by
cc'mpletmg the Prograrn, Plan, FjnzinciM Ar4Vs�s, and Loan Applicabon, This
partiiruYair loan application was unnque since the reverrue SOUrCCI to repay the
ioan was irr Urf,,-� f(.)rrn of a Spebai Service Area estabkshed for alll of the real
estate on the VMage wxec system RFL was abPe w work closely witti, the
Viilag�,,� attorney and truste'es to provide thea approphate docurrieniatton to
flier KPA tr'), obtairi t tic', 9cran cornrnitment,
The design of thee project ako presented challieriges that requh,ed unqUe
solutic'ms and coordinarion with the Village. Firs(, the existing waterinaiin
system us located bn the rear yards DU to easernent ccrnst4rits, mature
landscaping and acm-,5 ssues, REL was abk, to relocate thie, watermain to the
ROW, A hortiontal 6remonall drilkng meihod of instaHatton was spe6fied in
an, effort to mink-nize impact to the large trees and mature tandscaping that
knethe streets and contnbtae tolhe uniquechairacter ofTower Lakes, Fina4y,
High,Densuty Polyohy6erie was se eUed as t.he water service nnanal, due to
the lerippth arid bghl bending radius needed for the water service rrrmallavons
Robinson Inigmeering, Ltd. was, fully responsiblefort he delivery of the, prolect
from ffie lnit,ial scope to the it roject cbse-out rhhs unOUded inbai budgeting
arid deteinwiation of proet:I scope, surveVing, desPgn, p(,rmiwng, bidding,
contractor selechq�m, coirlstrucbon assistance, water customer notHication,
pay re cans„ approval, punchlist preparation and 6nab as built approvaQ,
KUY PRO)Ff-F /ir,K) DEY(-N FLEMUO"S
Hw'liYorital directional drithng method (if instaHation was spf,ucrfred to
preserve the rurai character of the 6ght-of,ww'iy,
1EJ1A funding was cabtairi(,d for ttie, project with as low 1.87% interest rate
liv, as 20 -yr. term
Relocation of the w,werr-nain frorri an kiaccessible rear yard hxatlorr to thea
night of way for betw access for maeirrtenance
Approximately 9,000 LF of new 8" PVC watermain mstaUed wifli ora
esbrriated service Ve of 754- Years,
Re-conrie0on c)f severi(y-hve (715), 1-0" diern eter water service Iine s,.
A more reliabie water, drstribution network vvith uncreased capacay and
reduced pressure loss
Robinson
Mike Schulz
Water Supe6ritendent
(630) 671-2368
Gregory S, Gruen, PE
FY 2018 $730,000
FY 2017 $870,000
VILLAGE OF ROSELLE, IL
Anri(,,ual Waterrnaijn Replacement Prograrn
lhe Oflager, of Rosc!He has cornfritted to a comprehensive waterinain
cjast6budon systent rehal'.iflitation pliz,,in that unviojves as capital expenditure
of $900,000 annuaHy on wam�e.rrnalrr replacements, After a comp1et(,e
Quahfirations Based Selection (QBS) process, the VHage selected Robinson
11 ngineer�ng for the Phase H and Phase III engineeringassociatecl wth the plain
implementaOcrn. The irnufti-year plan involves reptacerrrenir, oapproximately
3,000 IJ per year of olidetr waterrTwOn throughout the Vihage, Robinson was
able to work with the VdIage water superiintendent to rdentify the waterrrra'bn
sc%rrrents with (he fiughest break frequency to devOop a 5,year plan for
watermain rc�placclments, -rypcaj1y, these involvp cast ircrrl pop segrnents
instafled 40 to 50 years, ago T@"ie schedWe of waterrnain projects was then
cross referenced wO the Vilkag(,?'s ani"wal street resurfabng prograrn to
en,,;ure thatvdaterrnair� construchon wouW occur 'fin advance of the street-
re
treetre surfabn& After the project sco;',ie was prope0y deterinfined, Robrrs(.')n
was then abe to conqrkte lbe cjes6gn and IEPA perrnitt'ing for the project,
Robmson worked closOy wth the VdIage water superinlendenl in selecborr
of pipe rnateriall (PVC.), fire hydrant type as wejI as specificabons for other
accessory otems
Robinson Engweenng, Ltd, was fuHy rwizponsitille forth de hvery of the project
from the 4a44 scop ,.! to the project chase-O'Urt. Thl s in6jdi�-,d onut-W budgeting
and de terniinatiori of project scope, surveying, design, perrnitting, W(Wing,
Contractor selection, 1,",ctnmrUction assistance, water custorper notrfication,
pay request approval, paunch -hist preparation and 4rr4 as-buk approvaj, RE[
was ako able to provide a b60 project sunimary presentation to the Viflage
Boarcl as, part of the VrHage's annual Cap4al Plan Update,
6 1 Y ANID DBU-44 L 111, POILNTS
Cr')wdinanon and corr'nrnunicabcrn with 011agrees�dents wa ViHage, webWv
uladmes, door hinger rvihc,,�Moirrs aired as Ow sgluaborr ww'e,',mts
Coordination and schedUhUug mffi the armua:I road resuffdong ism rarer tic) ensure
the waterr-ndin was instaa6led a year or two prior to the road rewriabing
he 2017 pioject was bkIl wuth bad prwing that zfflowr',rd the VaNige Board
Gia wkrt adrhnonzO watcrrnjln segments based on budget consuderations
PROH,CT HtSU ITS
AppmxanatOy 3,000 Uul nuw PVC wakermaun imtalk2d cach year wrth an
estirnated wrwce We of 75,1 years,
Re,connechon of vxty j&)), 1 5"' ffiarrieter water servuco Iwai-, (2017) and wvemy
(70( servrce hn(,'.s (2018) sr7ed for fwuire wsudenoahire suppression syslvrlls
Progxt coll�struction cml W $8710,000 (2017} and $730,000 (2018) was under the
Wlage's $900,00D br,jdget per Vr'!,,)r
11's", /e""-0!%- Robinso�n
George Ruppert, PE
Village Engineer
(847) 202,6963
aohn J Beissel, PE
$310,000 (Wiilke Rd,)
$8,00,0100 (Pepper Tree Dr. & Del Mar Cr.)
2017 (Wilke Rdj
2018 lPepper Pee Dirr. & Del Mar l�r,)
Water Main Replacement
WHI<e Road cn,iomas Street, past Lancelot Lane')
Peper Tiree IDrive & Dell IMar Delve
Rc)bmscin Engmeenng, Ltd, was enhsted by the Village of PMarine to provide
desrgn enfjaneering services for two water rnah'; rep Iacement projecis
WH -KE ROAD
The exnstirws water, rnxn aN)ng WOke Road from Tharnas Street past Lanc6o(
Laren was suffe6ng frequerft water T'nam, breaks Sod saiTip4es were taken by
our affiHal.e cornpany, GEOCON Professtonalt Services, an MOT prequakhed
furn with an AASH70 aiccrvd'ted l,abciratory The testing, sarnpes showed
that the 5od in that area was acidk,-, REL reconirnende d replacernent of the
msting water mlain with 1,400 feet of PVC C900/RJ waw (,,,r main airs reduce
water main break ,
R[L desgned lhir? waLer nain replaf:ernent, The propwwd Water rnakn was
&recbonally dr4hd to reduce disturbed area arid to ;jVo's¢j drS
, yrejpt:jrwg IWO
eritrances to thc, adjau,nt subdwismn, thereby reducing pirolecl cost,
Ccwistructicin also invodved retnoval and replacement of nf,.,arby pedestrian
Crossings, requining those crowngs be comphant wuth ADA gwdeknes,
NIPPER THFU DRIVE & DEL MAR ORNE,
Th i'.� Vdlage of, Patatine was exper4inring water rnailn breaks on thf,,? water
nriain as ong Pepper Tree Dme and Deh Mar Drive, RE L recomrnended Chen
ViHag�.--'� replace the exastirig 6" wa ler rnarn wth 3,600 fee, of 8PVC C900/RJ
water maim arid desEgned the water rnain rep1acernent
The proposed 8"' watei rnain was connected to ailpcent streets wth 8"x 8"
t�ees and ir(,'aducers to alHow easeer expamsmn m the future,
4 e% Robinson
5C Ott Vasko
StIff Engineer
(630) 434-6804
Van Calombxis, PE
$6,o00,000
2011
VILLAGE OF DOWNERS GROVE, IL
Knotbrigham Subdivision Watermain,
i
Rep�acelment & Roadway Reconstruction
I he VHage of Dowrners Grove rereiOy bekan constru(bon of as $6 inilhon
waterrnain replaci:!rneml arid roadway reconstruicbon for 'ots Knotbrigham
Sub(fivisocrri, rhe subdivision was ori&aky constructed in the 1.970's, and was
in dire nleedo� roadway and waLerniaRninfra,qrUCI(Ure improvements, Besides
reconstructing aH of the interjor roadways to ths residerti-W subdivision,
approximately 12,000 lifnL4 feet of 8" watermain was instafled, as weH as
the NepW acr rnenr. and reconnection of 230 residenrW water serwces. The
pawns; cafled kw oxtreme care to the rnany parkway trees, as weH as varmus
iridMdual landscapng amienuttes rhat nee6NJ to be rernoved and repaced,
ife propect akw required coordiriatiori with CornEd, ATM', MC Rt and the
Rocal cabWe company Because these rnprovements affected so n1wly
resWents, the construchan was phased irr order to mnimiite firicc3riverflences
and prnperly majntan access to the SLAbdMsk)n, during construcboin.
Mairrtainng m.,oer servdce arid prowding traffic conlral to the approx'WrnatOy
12,000 teet of roadways was of the utmost irriportance, follow ing the
water rnain replacernerol, each rosidenhil roadway was reconstructed with
nC!W CUrbs arld gLAUTS, dnvewaV aprons arid AIDA sidewlRk ramps at eacll-t,
mLersecOon
KLY PROJECT W,AJ-(war LNIFS
Colordinabon w4h CornEd, AT&T MCOR an di local cable cornpany in relation
to uWity oxiflicts
Mantadnung water service and prov�ding traffic contrW for en0re
subdivision of 230 residences
knproveinent or drairiage pro Wei ns along affected roadways
An aggressive 4-rnorith design schedWe was maintakned to facHitate the
VMage's desred d:onstructlon hmetaWe
F'RCM,'C'f RI[SUL'IS (WIHM COMPLA, UDE�
Hgher water prrr!ssures and Paws for the subdivis6ori
Rrnproved rehabibry for water dist6bution system
Rm,proved roadway aesthetics and curb appeW Ener enbie subdivrsion
Robinson
Eric Blark
uratic Works Director
(815) 886-1870
Greg A,Ka,mplaiiin, M
$760,000
20�17
I'he Village of Rwneowile proposed a water main rr'IrProvernent project for an arch
witNin the VfllaVe with rear yard water mains installed in the 1950s, The Viliage
found (halt addressing rnauntenance and water main breaks was curnbersorne due
to vegerabon and saructures that have nnograted into the rear yard easements, The
Viflage trasked Robinson Engneering, Lt:d. (REL) to prepare plans, specrficadons, and
submit for permits for the water main iniprovernents,
Two aUternativedesignconsodera tmnswere evatuated waW I �agestaffforconstruct-ion
The first alrernaInve consisted al cured4n-plac(z� pipe hn'ing of approxmia(Oy 3,800
feet of existing rear yard wat:eir rnams. Water rr4n knIng reconstructs the existing
water mam through msertwn of as flexible lining tube bonded to the umehor w'oth a
thernic)sel'Ong, reshri, Water rnain Hning requires rnirior excavatjon, os r0znively quick
to install; provides the host pqt,)v w�th structural stabihty and corrosion resistance;
and has nikicir inipact on traffic, la, mainnahi water serOce to residents, an at grade
temporwy water rnwin corinected to the ai,.tve &.5aribution systern through a firc',
hydram niust, be jristaHed, and afl water servrces transferred to this niahi through
all Sp)igotr p)on completion cif the fimng operations, the water main is
rref,,onnected by as couphrig aridspoo� pintce to the exisling systeni at the end points,
T'he system must then pass aH required testing and the expsting wanter ser0c.e hnes are
reinstated
The second alterreative consisted of horizontau dir(-,.ctiooa0 drOhng of approx(irnatc!ly
2,300 foo of HOPE water main in parkway, Hc)hzontal directional drOlkng allows
for plac(.,,�"ient of the water rnavii in the parkway, requires rnmar excavation for the
rt
horing and receiving pits, does not mipact, ex�sting niature Uees; l-naintains separabon
ff'Onl eXuSt'Hlg Litifitie'S; reduced restoradori; and niin4nues service mterrupdons, By
t relocatirT the water main to Oie pirkway in ffie front of the reskiences, alp now
servict'a connecm,,)ns are inslaHed at the water main and extended around the, rear
of the l;aroperty to connect to the exusbng waLerr S(!r,ViCeS, The water rnaln is then
easily accesspble in the parkway for rnaintenance and repawr, whch rs, contrasted to
thea Oficufty of accessing rear yard easerrients with the associated c6structions.
Both the water rnam knuit; project and horizontal directional drilling projec�t were
advertised for IbW, Upon carefUl rev€ew of thee subriiitted bids and evaluation of the
Z, i, - I It. -,-7-7,7W,-V77 T, two rnedicids, REL recommenclecJ that the Voltage accept the lwerafl lowest bifid of
aVLerrwtjve two to replace (hi, ex'�shrrg water, ri,iairi wuth new drrectwnzOly d6fled water
main ir,r the parkway.
K EY 1) E S P Gk N CO [4 S D I R AT 10 NS
Evaluate water rrain kning and hoiriyonlal direcfionat drffled waLer mairr
options for, constriuctahOity and cost effecOveness
Minm,ize interrupticin of water serwce to the rest dews
Coordiinate coiynirnunications MU,i re siciens blefore and durirng construMon
PIROD"T RESULTS
Agmg water main was replaced with harizontau &ecriorlal drMed HPOE
water n,rawri to dehver a systern that wffl Oast for decades, to come
"w'w+atre^r rnwn is now located in parkway for easder access
AddOJonali iSOIahIOIII valves were instaUed to Ilknut impacts during roubne
rnaimenarice ancl repairs
Tony Minette
Director of Utilltle5
(815) 469-2177
Carrie A, Pintaf, PE, CFM, CIPESC
$435,000
2015
VILLAGE OF FRANKFORT, IL
Elmil Street & Iowa Court
.- Water Main Replacement & Loopirig
time ViHage of 6 rankfort aHocates monpes on an annualI basfs for their
Wawa Main Replacement Program in an effort To maximize operations
and rnaml,emance of their water systern. Prqect types lnclude cornplete
replaicearnent of aged water, mains as weH as, ehmwwiori of dead end water
im�,'iins by proposed poop4ng or extensions, Robinson Engineering, Ltd, (REL)
as5nsted the Village pn the dJpsign and permilting for the iep9arcernent and
looping of appraxmatey 1,800 feet of 8 inch water inain along Elm St-ri'2et
and povva Carport as a par t of tfjerr 2015 program TlieexisLprigsys,teri)ccarisiste�d
of an old 6 inch, water rna'n Mong Elm Street from KcNgzin Road to US Houle
30 — Lfncolri Highway with a dead end 6,lnch non down Vowa Court to the
end i,,,)f the cul-de-sac with dpprox4nateV 9 servlce connections,
Desrgn considefations were evaluated wdIa
with Vge staff early on, awas
rld a
detenn�ned to approach the construction phase with two afternatives, 11"le
first altenatwe included 1,400 feet of water main replace rnent on Ehir Street
from just south of Iowa Court to Michigan Road The second afternaLive
mcluded an adduhonal 400 feet ol: rnain aUong EIM Street WUth of 10W@ COUrl
W c,he newly rep4dced 12,miih mairr along US Houlte 30 — Urrc's rl Hghway.
Coof&natwn with ViHage staff, sate visits and brainston1mrig sessions on
conwxtabilhty of c',ach allemative pmv�ded Purr a successfiA di'.nign product
as wO as an effi6ent and cost: effect Ove construction projo'A for the Village.
Based on bid pfb'n, alterriative two was the recomrTiended alternahve.
construction costs not only came n under ffic,'? Wage's budget
but alsc) caime ln under, Contract amount,
KEY (")[SKiN
MaxirrdmJ Village improvernem d0afs with afternadve approach to
construclion
Evafkjau,td rnuftip0e design a I tern atives/proposed alignrnenLS
f valroated the construction constravnps of the overaH project due w krnited
night -of -way and locu,datvons to temporarily store, materiak
Traffic impacts and mamtainng one larica and drlveway access at all hmes
PR(ALC I lfl SIJLT*
Eliminated a thnrty,year old water suppl,y r"nain
Flirninated a4a dead end run in lowa Court and created as Vooped sysllem
Addibonall valves were instafled to liailt Ow in'ipacts dUring rourtne
irnamterianc e activities
Provided new water services
F',Aurcr, ma(nuen,,mce savmgs
Robinson
F: rank Kriftfle
Director of Commuunity Development
(708) 210-2915
Michad R, Spolar, PE, CFM, CPESC, TO
$3,950,10,00
2010.2011
VILLAGE 01F SOUTH HOLLAND, IL
Indiana Ave, Waterrnain SLJPP�y
from 138th Street to, SiblIIIA-ward
Robinsion Ingineering, Ltd (PEL) in conjunclJon with the ViHage of Sowh
Holkand, designed the replacement 0 9,100 feet (1.7 miles) of 24-hich water
SLJ,i)PIV� mam, The VflHage purchases, its watier frorn the Oty of Chicagt), The
expstmgsuppy mamwas nearthe end of its Me, expe6encingfrequent
breaks R was located in a Railroad Yard, contributing to the detenoration,
arid rrnpamng access, for repairs, rhis project resolved the main breaks and
fac0itated easier, more efficieM maintenance by constructing the 24 -inch
suppiy rriam in lnd&ana Avenue, The Mage was successful in beirig sac: k.cted
for a 20 -year ErMronmentalPratecbon Agency (EPA) Loan through the State
cif Mirmis at 1,25% interest. REI prepared the F PA Project Pan, envir(.')nrnentaG
docurnentation, cJeygn plans arid aH permits, as wipill a'rs provided construclJon
�t z0sio InOuded repiacernent of 600 ft of 8" water
main acrc}ss the Urtie Caiumet River" a main that was mA of semce for two
years, due to a break
KUY DESICIN COWMo�oru,js
Socunng IFPA Loan Prograin Funding for project
MOT' flt?rrnhts for corvstrucbrlg 9,100 feet of new Water suppiy main In Staten
6ght of way, under pavement
Coordinatk,m with 4 Raflroads for design and permits
Augehng under 3 scuparate ra&oad at grade crossings and SibHey BouCevard
Traffic detour to an adjacent state route for northbound traffic on Indiana
Avem,w, hn order to avoid requirernents for r ternporai,V sigf4s x raHroad
crossings and signalized dinteisectiorrs
Design alternalJveswere eva@ualed for crossing the Little CaiLimet Rkver, A
Si'WCWral harigef sysGern was used
i-� R 0 1 r, C T R F S U 1,1S
Elinlinabon of 50 year of suppy miam thiro ugh CSSX RaHrl.-)ad Y'ard
1 24 " Water suppiy ma4'i from South Holfiand Meier Stabiciri at 138th &
Iridiana Ave to Vilhage Purnp StabOrl a( SibIley BQUIMP'd & indIana Ave
Dependability ctP watei, service throughout vMage
New 8" Water rnam, across Utile Cakirnet River
Future maintenance siwngs
x
M" , " , ,w, ( , ,"
Kevin Workowski
Public Works Director
(708) 444-5500
Jovifer S. Prinz, PE, CFM
FY 20,16 $610,0001
FY 2015 $250,0,00
FY 2014 $285,000
FY 20113 $650,000
FY 20,12 5350,0 0
FY 2010 $287,0010
I'Y 2009, $900,000
FY 2.008 $600,000
FY 2007 $1,300,0010
VILLAGE OF TIINLEY PARK, IL
Annual] Watermain Replacement Progralm
Robmson Engineenrip, L(d. (IREL) drafted the Vvaker System Capdta&
lrriprovpment Plan for theVdIageof Ttiriley Park detaihng �,he waLer dist6bUtion
systern m1provements that needed to occur within the ViHage. Ushig this
wformation, Lhc, ViHage of Tiinlley Park conductc,,d a ra[(,.ry study to be sure, that
the water rates would sustain the 4westrvient the Viflage needed to malke
iri th6r water, &svibutron system Included rn this Caprti3E h-riprovement
Program, wae the repact,.�rrienl of a&g wa�termaiiis as needed in arder to
hell!) recluce walre^r main breaks as weH as custorner semce interruptions,
Mth this Enfcirmation the Vill1age programs Ehe desugn engineercng and
construction, M waterma4i replacerinents on an annuM basis, The Wlage
authorizfn the Engu,m,',',:reni-q1, budget a year in advance iru order Lo help devOop
accurate cost esOrnaLes for the constrtiction budget cy(Je and advarice
required permithrip, hi aii&titan to the HTrprovervients aErready COFIStrUcted or
budgete,d for construction, there are seven prolects that are desigried and are
waiting, to be, prograi'mried 'dwm the budget cyde
REL Es niot ordy respon-sjWe for the dmgn and perrniffine, of these, water
main rieplatcrnents biit also admmisters the bidding prociess and prcMdes
CWIStrUMMI managern.ent and oversight, REL has becorne an imegraE part
rmE h0ping with tfiqe Coor(jijiatjon with residents arid, addressing the Villager,
concerris arid cloordinabrify, wth the contractor during the construction
pror,ess
K F Y PR 1,") 1 L C"T A N 1) 0 V S G N E 1, E PA [ N "t`'d
Coordmatiori of cmrnmunicatcrn wwith VMage resdderits and businesses
before and dunng conmruction
Minin,rizing service clrsrupron to nmildents
Coordination with he anmjaE road re surfack-% progiam to ensure sueets
disrupted by construction and resurfaced as $Iece$561r y
New waCer main to help reduce water Eoss
Reductron in water main break calfs
NI"Asn't pswsp Village of Mount Prospect
Professional Engjneering Services
Wate�, Mairii Coristruct�an Des�gn and lnsj�:wction
6900 LF Miter Ma�n Design
Prin cipa1-1n-Char
Aaron E. Fun:dich, PE
David P. Barnas, PE
Land Surveyor
Randall E. Gann, PLS
Pry ngineer Assistant Field Superintendent
.faire M, Rodriguez
John J, is 1, PE
3 7 '
David P. Barnas, IP
Class, A Water Operator
Rick Leber
Robinson
AARON E. FUNDICH, PiE
Master of Project Management
Mr. Fundich is one of the managing partners of Robinson Engineering, Ltd., overseeiing
our DuPage and 0111 County regional offices, He serves, as one of the, firm's primary
(with Distinction),
haisons with client cornmunitles, and industry professionals, while staying abreast of
Keller Graduate School of
current regulatory issues and funding opportunities, Mr, Fundich also represents the firm
Management
in contract negotiations and public presentations, for client communities,
Bachelor of Science,
NI[J)i f NCOW [ RINw3tiG
Engineering
Has served as, the firm's Village Engineer for the following communities, all of which
University of Illinois Urbana ,
continue to utilize Robinson as their municipal engineer today!
Charvipaign
Itasca 2(11.2 ?0 17 Homer Glen 20,011-2005
Frankfort 1997-2012 South f-folland 1999 -20,016
Romeoville 20,07-2009 Glenwood 1,991-11999
Manhattan 2005-20,07 East Hazei Crest 1990:-1999
Registered Professional
Engineer
VV A1 i,,,- �R A (.rF tJ C Y L X P 1, IR, I l: 114 C F
Illinois, Indiana
South Suburban Joint Action Water Agency (S,SJAWA), 2013-14, Served as primary
Agency engineer, coordinating master waiter system planning, participating in Project
Agreement: negotiations with Hammond, IN, leading technical consultant team through
Illinois Society of Professional
early design stages, and interfacing wiith Agency leadership on weekly basis, Estimated
Engineer's �ISPE)
$400M project stalled clue to splintering of Agency communities, in late 211
Southland Water Commission Study Group (SWCSG), 2016 -present. Presentation of
Arnerican Council of Engineering
SSJAWA case study, to SSMMA spurred 10 south suburban communities to revisit
Cornpainies IACEQ
independent water system concept, forming intergovernmental agreement to form
Government Affairs Committee
SiWCSG in 2017, Have spearheaded forrriation of new Agency (planned in 2018);
performed preliminary waiter systema sizing, and layout, water rate analyses, and cost
Will County Center for Economic
matrix based on potential participation variiants; negotiated updated Project
Dev,
Agreement with Hammond, 1111i drafting of Letter of intent between S,WCSG and
Co-chair, Diplomat Committee
Harnmond,
Member, Government Affairs
Morton Grove -Files Water Commission (MGNWC), 2017-18. Served as project
Committee
manager for REL portion of Phase 1 Planning, Phase 2 Desiign and Phase 3 Construction
of $90,000,000 water supply system from Evanston to MGNWC, managing cornpany
South Holland Business
resources across multiple departments and interfacing with consulting team and
Association
clients. Project consists of 8.51 miles of 3,0" and 24" watermain, 7MG standpipe, booster
Board of Directors, 2001-2005
pumping station and CIPPI lining of two miles of existing 24" wateirrylain, Robinson was
part of a 5 firm team charged with completing Phase 1 within four months, Phase 2
within 6 months, and construction, within 10 months; all timetables were met,
"IQfiltraticm Reduction
Using Trenchiess Technology, ""
wad, P L /'k N N I NJ
Mming Journal Ltd., May 1999
Project management and/or principal authorship of the following fraster planning efforts
on behalf of Oil County client communities:
FPA Master Plan Updates I'muitiple) Frankfort 1999-20,08
Iron Removal System Master Plan Frankfort 2002
Robinson Engineering, Ltd.
Downtown Infrastructure Miaster Plan Manhattan 2006
1989, Present
Master Water Systern Plan Manhattan 2007
11 R 0 V R,,, ("r [) E S (','P N 84 M A N A G tM f N1
Designed and/or managed annual $500,000 water main replacement projects in
Frankfort, 1111. from 1999 2012, two miles of 16" watiermain relocations during, US Route 30
reconstruction (2011) and design of new, 2 -mule 12" Laraway Rdwatermain loop (21
Roblon'sOn
MARK A. IES Syr, PE, CFM
Mr, Wesolo w,,,',ki os a high4evei industry professional with 23 years of experience. Highly
Bachelor of Science, Civil Proficient, he rose through the ranks by gaining experience in the fi6d and as both project
Engineering design engoneer and project manager, he progressed to the executive 9evel serving as
Structural Engineering Durector of Engineering, Vice President, and Own as President, while maintaining hosConcentration
University of [flinois, Urbana- engineering workload, along with prov6ng municipal enginee6ng con5udng dafly, and
serving as it mentor, He is currently the itasca's Office Manager where he SUperv[ses a
Champaign number of ernployees. He has worked on coundc.,!ss cheitprojects, wdth an err'#iasis on
Transporta6on and Storrnwater, working closely with eliected officials, residents,
industrles and contractors,
Professionall Engineer MUMCIPM, DUSIGN 8o MAN/;G[MFNT
I16n6s, Indiana, Texas Provides planning, design and permitting services for municipal) infrastructures and sil�e
�mprovernents mckiding site drainage and detention, slorryi sewer SySterl`15, roadway
S'TORPOWATFN PROIECT L)L','NIGIN & i'vIANAGEllvIEN I
Robnson Engiineenrig, Ud, Has designed amid permitted nLJMer0U5 StOr'nI water detention systems, storm sewer and
19915-1.9'99; 2014,Present site gradung plans for d evebp merits, Allso provides analysis and design of existing and
proposed hydro[ogk.' and hydraulic models for floodpiains and fWadways, detention,
VantagePonnt Ing4iee6ng, LLC oved and flo(,,)d routing, and compensatory storage calcuW.icns,
2010-2014
Boulder Ridge, Mokena Lago Vista, Lockport
Burke Engineering Corporatbn Butternut Ridge, Manhattan Lakeview Estates,, Frankfort
1999-201,10 Collette Highlands, Orland Park LaPorte Meadows, Frankfort
Ginger Creek, Mokena Towne Center, Shorewood
Sff[ UEVLUr')PM[ NT f1R',Wf1(-'l (IK'SIGN & MAP'IAGEMENI
Responsbe fm design and QA/QC for resiiden6al, conimerciali and roadway projects
ranging frorn 1 -acre sites to 300 -acre dev6oprnents, Has served public arid privaLe clients,
ensuring the highest qualNty standards in act',ordance with local and s,tate codes,
Lugo Vista Subdivision, Lockport Hartz Construction
Shorewood Towne Center, Shorewood MCZ Development
Ginger Creek, Mokena Mokena
Village Hall Addition, Frankfort
Panduit, Tinley Park Linden Group
resurfacing & reconstruction, water,
mauri, sanitary
sewer and
tight -of -way
nnproveirnents,
Certified Roodp4n Manager
(CFM)
Catalpa Ave,/District Dr. Water Main
ltasc,ai
$1,200,0001
2018/2019
Nature Center Trail Improvements
Itasca
5340,000
2018
Downtown Area Irrip. South Half
Bensenville
$2,583,500
2018
Railroad Ave. Reconstruction
Bensenville
$1,290',000
2018
Sqluaw Creek improvements
Wood Dale
$690,0,00
2018
American Society, of 001
FY'19 Street Resurfacing Program
Wood Dale
$650,000
20,18
Engineers
Itasca Street Resurfacing Program
Itasca
$345,000
20:18
IACE)
Willow Street Storm Sewer
Itasca
$290,000
2017
Illinois Assoc i at kin for Floodplain
Downtown Area imp. North Half
Bensenville
$2,20,0,000
2017
and Stornnwater Managerrient
FY'18 Street Resurfacing Program
Wood Dale
$340',,01001
2017
(lAFSM)
Forest View Ave, Reconstruction
Woold Dale
$1,6010,000
2017
Illinois Society of Prof essior'4
Pierce Road Sidewalk
Itasca
$130,,000
2016
Engineers
S, York Street LAF0
Elmhurst
$690,,000
2016
(ISPE�
Prospect & Potter Storm Sewer
Wood Dale
$363,000
2016
Edgewood Sidewalk
Wood Dale
$630,,000
2016
Nat anal Society of Professior4
South Side Drainage — Ph I
Itasca
S740,000
2015
Engineers (NSPE)
Water Main Replacernent
Wonder Lake
$505,000
2015
S'TORPOWATFN PROIECT L)L','NIGIN & i'vIANAGEllvIEN I
Robnson Engiineenrig, Ud, Has designed amid permitted nLJMer0U5 StOr'nI water detention systems, storm sewer and
19915-1.9'99; 2014,Present site gradung plans for d evebp merits, Allso provides analysis and design of existing and
proposed hydro[ogk.' and hydraulic models for floodpiains and fWadways, detention,
VantagePonnt Ing4iee6ng, LLC oved and flo(,,)d routing, and compensatory storage calcuW.icns,
2010-2014
Boulder Ridge, Mokena Lago Vista, Lockport
Burke Engineering Corporatbn Butternut Ridge, Manhattan Lakeview Estates,, Frankfort
1999-201,10 Collette Highlands, Orland Park LaPorte Meadows, Frankfort
Ginger Creek, Mokena Towne Center, Shorewood
Sff[ UEVLUr')PM[ NT f1R',Wf1(-'l (IK'SIGN & MAP'IAGEMENI
Responsbe fm design and QA/QC for resiiden6al, conimerciali and roadway projects
ranging frorn 1 -acre sites to 300 -acre dev6oprnents, Has served public arid privaLe clients,
ensuring the highest qualNty standards in act',ordance with local and s,tate codes,
Lugo Vista Subdivision, Lockport Hartz Construction
Shorewood Towne Center, Shorewood MCZ Development
Ginger Creek, Mokena Mokena
Village Hall Addition, Frankfort
Panduit, Tinley Park Linden Group
Graduate Degree Certificate
Construction Management
Illinois Institute of Technology
Bachelor of Science, Civil
Engineering
Illinois Institute of Technology
Registered Professional
Engineer
flincis
IDOT Documentation of
Contract Quantities
#17.12482
OSHA 10 -Hour Outreach
Training Program -
Construction
American Society of Civil
Engineers (ASCE)
Robinson Engineering, Ltd,
2014 -Present
Cook County Department of
Transportation and Highways
(CCIDOTH)
1984.2013
JOHN J. RUSSEL, PE
Mr, Beissel is a management level industry professional, having served a 3&year career
with the Cook County Department of Highways, (CCDOTH). He was on the Chicago
Metropolitan Agency for Planning (CMAP) Transportation Committee,. Working out of thie
DuPage County office, he is working with the Village of lta:sca ais It relates to infrastructure
impacts due to the Elgin O'Hare Expressway Project (ISHTA EOWA) and is supporting
various client projects.
R 0 B I 'J'S () N F, `,4 G I N E E R i N G, LT D
FI,ek,l Constructkm Enghumering oversight and field staff and managernent coordination.
Ensures construction inspection efforts meet and exceed clients' needs, assist in
troubleshooting concerns ure.lated to consiruct-abihty, utihty coordinatIon, construction
staging impacts, arid provide weekly Updates reiated to construction progress and daily
Interactions wiU,u construction representatives.
IL Tollway, Elgin O'Hare Expressway
Itasca
$12,300,000
2013, -Present
Western Access (sanitary/watermain,
street construction, bridge enhance
(7 contracts,)
SLJr,nry)jt Avenue Resurfacing, LAE O
Villa Park
$484,000
2017
South York Street Resurfacing,, LAFO
Elmhurst
$690,000
2017
Pedestrian Improvements, STP
Itasca
$940,0001
2017
Pedestrian Improvements, EAU
Itasca
$960,000,
2017
South York Street Resurfacing, FAU
Elmhurst
$700,0100
2016
MFT Roadway Program, North Barrington
$450,,000
2015
South Side Drainage Improvements
Itasca
$710,0010!
2H15
Happy Acres Detention Pond Imp,
Itasca
$250,000
2015
Residential Basins CIPP Saini:tary
Elk Grove
$3,100,000
24715
Industrial Basin CIDP Sanitary
Elk Grove
$860,1000
2015
Devon Avenue Sanitary
E I k Grove
$95,000
2015
C100K (-(:kUNTY DE11,4RTh/1[ffT OF 1'KANSP0wrA1l()N & HIGHKoWS
Hrs, extensive, background w�Lh the county incdudes:
20 years in the CCDOTH Constrl,XtiOrl Bureau. 13 years as a Resident Engineer and later
as the North Cook County, Construction Area Supervisor
Served as the appointed BureaU Chief of rransportation and Planning, (I&P,j
Appointed Assistant Superintendeint, Office of the Superintendent ciN HIghways
Selecied for the IllinoIs Department of Transportation's Executive Leadership
Development Series and Arnerican Traffic Safety Services, Associabon
Manage Bureau Chiefs. 120 employees, en&eers, and support staff
PROGR,,V0 DEVLOPPALl"O& PRO[ -,(J MANA(ANKNI
Assistant Superintendent, involved in long range Transportation Plan
T&P Bureau Chief, led the implerrientation of the CCDOTH's first Asset Prograrn,
pavernent management. Worked with CIMAP for future regIonal growtl-u,
Resident Engineer for the 1, OWA grade separatIon over Meacharn/Mednah
Directed multi milhon d0ar projects from conception to cornpietiwi as, Resident
Engineer in the CCDOTI-f Coinstruct ion Bureau, includin&
$18,M road extensman, LaneCook Rd, over Milwaukee Ave.., MOT and Buffalo Grove
$6,M proleCL, created an arch itectu r ai sound wafl and liaeerunm outside ChIcago Botanic
Gardens, ncWing ianciscaping; Glencoe, iL
$21M project to restore bituminous pavement, 42,inch witer main install,
drainage, lighting, pedestrian londge. Glenview, IL
$13M pavement preservabon prolect Inchudiing concrete rehabillitabon, curb and
gutter replacernem,, biturninous ovedays, arid drainage,
In*
Mr. Barnas, an industry professional with 30 years of experience in municipal project
Bachelor of Science, Civil & planning, design, permitting, construction adt'nitlistration, and resident engineering for
Environmental Engineering, water, waistewater and roadway projects in Illinois, Wisconsin, Indiana and Michigan. He
University of ftsconsin, Madison has a strorig, background working with clients, regulators, sub-consultaints and
contractors to develop, and implernent client projects. In-depth knowledge in the region,
Mr. Barnas has worked with the I(DuPage Water Commission, the Milwaulkee
Metropolitan Sewer District, and assisted iin taxiway reiocation, trunk sewer and basin
Registered Professk)nal Engineer excavation pirojects, at O'Hare Airport, and provided einginee6ng services on projects for
fflinois the Illinois Tollway ITS and Toll Plaza.
IDOT Erosion Sediment Control
Fundamentals arid! InspectOn
Modules
11DOT DocurnentatIon of Contract
Quantities
MOT 5.33 Soils Field Testing and
Inspection
IL Tollway Materials
Management
Rcibinscrn Engineering, Ud
2017 Present
Graef 2014-2016
VVAT E R� & WASTLYVATI, f,", MEN T AND DESiGN
Having managed nurnerous projects in water and wastewater; through operations,
maintenance, stalff and resources Mr, Barnas has to vast experience as design engineer and
project manager for, municipal water & wastewater projects, including water mains,
Vard piping improvements, pump stations and improvements, water storage, chernical
handling, scrubbers, chlorine injection and neutraWation, plate settlers, intakes, fall
protection systern, large diarrietersewer rehabilitation, riepla:cenient, and newsewers,
Responsuble for nvesfigalion!s, bbd reports, cost anaiysis, qtr,jdies, vulneralbillity a:wd
secunty 6sk assessinents, hazardous and special waste, lead and asbestos abateiment,
and horizontaf 6rectiorrall d6l0irig
A E C 0 M 7 [C H r4 0 L 0 G I f S
Project Engineer/Pmieo Manager for, 8 rrrRes of 48 inci-u to 72 'inch samtary sewer
including woland d(-flinic?atJons, easerneW acquiisitions, operations requirements and
Ilow evapuatk,)n; 00106natiicrn contract to fiush and disc nfect 6,4 rrides of transrrrissicm
maur Perrrutung, coordination, seven Wilter Skli',;);Ply S(Xq'ces and environmenw�
reguia0ans compIiance
Design of t�,SOO feet of t2 -Inch and 1.6 -inch water rnain and PUrTIP StatiQa1; r00f t0f) fall
protection systernhazard identifications m rer-niote w,ater fac[16es, aind
rccornmen,da0ons, Storm warer, pea kaJon protection panwater source route study;
cosf estimates -1 bid reports, Bost analysis; drafting, of specifications, arid special
provisrons; construction, adrr6nist ratio n
Practical Environmental A1,01 I)ONDHIJ[
Consutarrts Design erngineer for 70,000 feet of water main ianging from 8,inch to 604ich
2012 diameter, including perrnifting, wedand restoration and use of horqcinlal directional
drilling; rehaWta0on and replacerrient of 24 -inch to 72-irich sewers inciucfing a siphon�
AECOMI 1 pchnoCogjes plate settlersairid chlorine and flklorfde feed systems at the lardune Water Treatn,1c,,rA:
2005 2�012 Plant rehabihtatoon
Field Eirgneer for 1,32,0 00 feat: of 8 inch, through 60-mch water rnain, iindudirig
pavernent restoration; 63,rneter sifa6crms, tw) pressure adjusting stations' 3,40 MGD
ASH Donohue purnp statOn cc)nstruclion" purnp stataorr irnproverriews; water treatn,ient piant and
198 7 -2010,5 intake irnprovements; praTective coating inspection for 12 ste6 potable water
striuctureS
ailJ11114f,040
Robin'son
Bachelor of Science, Civil
Engineering
Bradley University
[DOT Doclunientation of Contract
Quanboes
Rcl Frigiineenng, Ltd
2015 Present
JAIRO M. RODRIGUEZ
Gtr, Rodrlguez joined Robinson Engineering aftergraduating with his Civil Engineering
degree and has been serving as a project engineer. His senior project consisted of a
structural design for the Lancaster Road Bridge in Peoria. Mr, Rodriguez was involved
with two professional engineering organizations in college, ASCE and SHPIE, he
participated in thestudent ASCE Great Lakes Conference Competition Cylinder Design
Team. Working out of the cornpanies Itasca office, he has been involved in engineering
prolects iin the area.
iNFkASIRUC-rufo 1NIPIIROV[ ME NT PRfflFCTS
Assist with planning, design, permitting and field construction engineering oversight
services for rr'winicipal infrastructure and site improvements including roadway
resurfacing & reconstruction, right-of-way improvements, new water & sewer Projects,
site drainage detention, and storm sewer systems.
Catalpa Avenue/District Drive - Water
Itasca
$1 21`v1
2018/2019
Main Replacement
Downtown Area Improvements --
Bensenville
$2.SM
2018
South Hallf
Pulaskn Road -- Walter Main
il
$5l00,000
2018
Replacement
Main' Street lmpirovements - Parking
Roselle
$100,000
2018
Lot
Railroad Avenue Reconstruction
Bensenville
$131'x1
2018
Central Road LAFO
Roselle
$890,000
2018
FY'19 Street Resurfacing Prograrn
Wood Dale
$l650,000
2018
Water Main Replacement
Roselle
$1,00
2017
It-Tollway, Elgin O'Hare Expwy,
Itasca
$1.2.31"
2013 2016
Western Access (sainitary/waterfrain
relocates, strel construction,
bridge enhance (7 contracts)
Pierce Road Sidewalk
Itasca
$130,000
2016
Sumac Road Storrn Sewer and Road
Highland Park
$700,000
2016
Reconstruction
2016 Road Resurfacing Program
Itasca
$300,000
2016
2016 Road Resurfacing Program
North Barrington
$500,000
2016
Residential Basins CIDP Sanitary
Elk drove
$3,100,000
2015
Industrial Basins CIDP Sanitary
Elk Grove
$860,000
2015
Devon Avenue, Sanitary
Elk Grove
$9l5,000
2015
Lift Station
Elrnhurst
$1,250,000
201.5
PROGIR;,�M M, VELOP�'lflN � 8, PR()JE( T MArNA(,3EM[N'r
He works closely with Professional Engineers,
contractors,
and municipal clients to
ensure that projects are completed according
to specifications
and within budget
parameters.
Experience iin infrastructure improvement projects, responsible for construction
observation, inspection, and documentation, assist in troubleshooting concerris related
to construct ability, utility coordination, and construction staging irnpacts, ensuring plan
conformance for, all phases, of street reconstruction and new, road conistruct:ion,
including undergroUnd utility l'nstallatilon and roadway improvements,
Bachelllor of Sidence, Land
Mr, Gann has 27 years W eXpejr[erqje fri all phases of Poard surveyung, anc1u&ng public and
Surveying
jpnvate berts (e g, sid,i�ool cfdst6cts, rnunicipakties,
subdnvrsions) He has conu pleled
1991 IPuirdura O.OrEllwe Gasty
pev,P4 fpcierai ay and state prolerts for 41nd surNrepVS, land t0Ae surveys (ALTAS,, plat of
M,,Ist Lafayette, lndiara
haghway and other ngh6 "of way (ROW) docurnents,
rn(Iucfing hio6zorital and vertici0
controNs, research of recoided dmurnentat*n, reveMng and wrbng deg,aV descrip0crils,
drafbing plats, client cornrriuni,cauctrrs and imeracfJon
and Quakly Aysurance & Corrtm�
(QA/QQ
Professional Land Surveyor
iLDEIRAJ, Alt) Pro Jt) SIATI SURVEYS'
llbnos, in&ana
Handles varicrus I:acels of land st,)rveyiing as r0ated to W-rd bounda6es, exis0ng ROW
new ROW acqms6orrs, Weet ROM,
easement Ilirnits, and engkicerhig
tapagraphy for, ocal mute and state proje(ts, including td osc,� br the Miniolis Department
of Transporta0jorti (MOT),
IVHrrois Professional Lar�d
Mlrmis Route 22 New, & Existinp
,, ROW
[DOT tn progress
Surveyors Assobatuon (OPLS,A
Joe Orr Rd, New ROW
'Various In Progress
Various Topographic & ftiandary Surveys
East Chicago, hidwa 2017
r4ana So6ety of Prufcssfona0
ILake, Pms.',r, & La Fl krdiana Vahouw,
LAMAR Advertisrng 2017
Larod Surveyor!, (6PILS)
Boundary Ccnstnuclmi Surveys
Nationall SoCiety of Pf ofessminai
DES No I 0, 73108 Surrrrn4 at
Crtrwn Point, iIN 2015
Oid MerirMvMe Road
Surveyor's 1,NSPS)
DES No (1900067' Mlssissippt Strrmt
MerfMwRe, W 2015
101st Avenue rm US Route 30
170th St cer New & f, Km ing ROM
South HcOand, 2014
US Rte 14 r4cw & LxMng ROW
04 01 2013
Rcbnsoin, In bnrac,nrig, Ltid
Woff Road (at 183rd St,) P4cm & ExMuig ROW
MOT 2011
199 1 Pt esen
0L RtG 1, 73 @ Mppeir%lmk Creek Existing
001, 2010
ROW Determnabcrr
US Rte 30 fximing New & Fxis, IROWs
IO 01' 21) 10
Standard Ave, 121m, & Frcmt dwd
Whiting, iN 2010
W&deriBng and Recon" m rud Von
S 11 C R Lt O l aOONT 1; O P, V C Y aaPN0 P,' 'a k d T, 0 F W /Ik Y
Over.p0ght and res4nombl4y for 0 facets of Wid surveyurrog r0ated to the determination
of ex[sting qand boundanes, pizits of subdiwsion, da termkiaLion
of existing ROW and the
crealJon cifnew ROM or east'!nmntS ne,(essary lor ongineerkig
and site irn prove n wnts,
Knottingharan SubdMson Riladway
Downers Grove 21011
Reconstruct6on and Wxcrrnam, Rcp�acerneflt
Norfolk, Soothern Railroad Propemes Survey
Manhattan 2010
Re-subdimsion Rfdge
manhattwn 2 CM 0
GC Arrienca Topographic ALTA/ACSM
Atsp 2009
Town Ceriter
South 140and 2008
Bremen Heights Park Tippo Boun(Liry Survey
%c' othtan Flark Distrkr 2.007
Gateway South, Harvey SubdMson
RaNO,,ih Edg�,'v 2007'
Gateway South Sulbdnvtsicin Sokjth Hcdiand
Rafiph Edgar 2007
North Cr eek Subdivis�on, Vynwood
Edgar 2GO7
Hdrnes Scho& Topo Survey
Schu6 Mst6ct 152 2005
St Jr.')bn Mi,.xnicipaCcpmpi(ex 5,,WbdMsbn
StJohn, ON 2005
LM40 I,'UFVVF)IfNG N'F (jdIAY 2012
PRESENT
HandOes estima(ing budge�,ng
A, I t�, zd mreparting (if
r nson
departirnent tasks foRab
En&,eehng. Oversees prcrlect QA/QC, perlorms survey
cato.fl,abons, and sooidonates
Neld and office survcyGng aclivi0rs rus(�vss�'Hy To ve6fy adherence To SICC)p(a of SeN,rVj(.eS'
cfient satMaclion ar�d standard Wd procedures,
Robinson
Mr, Leber, am mdustry prcwfessioiral with diver 40 years of operat6am,
Bachelor of Science,
rnanagement,, constnjclion rnanagtmient, faibbty p4riniing, evaluatJon, coirrectivir,
Environmental
strategy, and deiign finrwater and wW0,ewater far 6itfir!rax ran gMgm Smze from 5J)'00gakcris
Engineering
per day to 30 rr'u0hctm gaHun% per day. He tras marraged coating pi,o�ects for water and
Wasin gtcm Nat oriaH Univeisrty
wastplwatE�r treatrIlf?fIt faCifitieS, MidUdirips ewflua4un, specihizatiorrs and inspections,
0,8% t1l R AND WA,3 dl VV Ori, � I f'
Water, and ' pu')fir�ssllcmal rriarrages numerous projecs, evaluates
Ahzona Grade 4'WaterOpc�rator
water, w0s, storage tmatrrlerlt drid clistnbtaion systems,
Cw rerrmtly civerie6ing operation, ritaintenmance and management W, thirty two
Af imna Grade 4. Wastewater
(3 2) water, and wastemiter systerris for rnrjm4cip6tms and iwale chents
Creatron, corisl rucoorr oversighl, ,incl nianN;ernent of water PrOdUCtion and
Operator IEPA Oass f Waswwater
treatment systern for nurnercrus corvrnunties in [Hinois
Managed crperatiar)�, rrwritvnancc, mamtgernent, and headed the rebu0d/ expansk)n
of 9,0 mgld wasPe,watv,,,r facdity for the Northwest (N/W) Regonal Water-
0EPA Classy A Water Operator
Reclarnatkon Faci4ty
Facifity poanrfJng for lhecreatron and theexpansi�ion of wastewater treat fa0iti&q
0)A llndustrW Wastewater
for the f0owmg rnWlICJrW ckerns, mostly un Hhnot!v
Trea(ment Wmks Operatm
Cliftion Hwvard llwhrnond
NACIF Lt,,wel 3 Certlfied Coating
FprinicWe, CA Johin,%burg Spring Grove
Vrisperirtcv (0P)
Fox Lake Paddicick Lake, W0 Wcmder to
Managed coatmg pirolects on water and wastewater facilitiei, rnclludrng eleva'rred and
disc orisim 0ass I Water Operator
at grarde storagetanks, waswwau,"�r butt sta0loflsWater bo steer stalioris, and wasu'-�waler
Wscolnsin 0ass 4 wavewater
treatment truants for thio fofluwmgcl'Wnts
Operator
Hanresviffle d T a';"A ') 'T tr r,,j Cu4 d tndu%tries
Har,vard Mameno Tower Lakes
@srWid Lake Nlattemiri Wry ID
Aryierjtzn Society of 00 Engineers
Vv'AT C F( A N 1) V), AS E V) /N R rA /m P,4 A, (,i ( M E 114'r & let G t4
Natioi4 A,isociaticin (If Corros�on
Manages and desig,ns wati,,ar and wastewater systerns Representatdve project!;l
Engineers Sci(mety for Protectrve
Harvard-Wefl 10 and Watertower #3,
Designed a t 0 MG 0evated storage tank and a 1,200 G"PM welH arid new w6f house
coatings
for the Crty systern
0swego-W01 08 and Welk House, RaOum Removal. FederaHyfundpd
Design aind spec ificatmns for 1,000 GPM deep welk and welh house wmth chcniaucaw l feed
2009 R& 100 Award for Bid-
and standby Ox)wer,
Methane Produchon Pma ec( with
Designed 5 radium reri)oval systerris retrofitted to evsfing weHs arid treatment
Argonne Natior4 U)borvitory
fa6fibes
safety airTA Opef aucins Award
Ifurtfsrmrdacudf Wel1 44 and W61 House
Deslgn and cc)nstn,ic0crn obsr!iVa6(Vl fOli a 500 GMP PrOdUMOrm W611 arld W01 hOUse
w�th cf'�ermcal foed
Robnson Enginee6ng, Ltd
Voko,Well Houw,e #1 anti W615, 0 1,, 2, & 3 Fisi, track pprmittkig throughlIEPA
20 1 3,Present
Desgn, Pel'Min, CW)S0'U(AMl'r, ObServabon,aind project rriarragen,ient, 5 MG elevated
Manhard ICoins0mg, Ltd,
storage, 5 deep w0sof softenmg sySterns2 weH housses
N104,2013
1 MG set up usei, oridirrance jmJ v;Rc svu6es
worldeir Lake-WiWOr 4 & 51 W(,'41 House a
SmOh Engiirreehng Consuftants
Des�gn and consmiOiun for 2 350 GPM w ON & 5 MG at grade Storag,r,-" Tank
1,9915- 2004
N/'W Regional Water Rec0annwon,
facility 198!5-1,995
North Shore Sanitary Dust6ct
1981 1985
HOUnd Lake Sanitdity District
1974-1981
,00
Robins�on
PRESENT WORKLOAD
ISM&II-M
We respect that the Village's IFS P requests a "complete tabulation" of the Consultant's current
workload itemizing various inforirnatiion, and would desire to comply, however, strict compliance would
riesUlt in, more pages than already contained in this proposal. 'We have over 1.60 full-time employees,
including 42 licensed professional engineers, all located within the Chicaigolaind region focused on a
multitude of municipal engineering projects in more than 90 communities. At anygiven moment, we
have hundreds of current projects underway in one stage or another (plonning, design, bidding,
construction), so providing an accurate company -wide tabulation including all the requ:ested details
would be unrealistic,
We can, however, state that our firm i has developed sophisticated internal project management
systerris and databases over our 82 -year history that enablie us to effectivelly manage workloads,
allocate resources and meet project schedules on a nearly urnpeccable basis, as evidenced by our
significant volume of repeat businessfrom , so many area municipalities, including dozens for more than
50 years continuously, A glimpse of waiter main project experience in the foHoMog section will attest
to the large volume of similar watermain projects we effectively manage on an annual basis.
We, therefore, are entirely comfortable providing our erriphotic guarantee that Robinson
Engineering, Ltd'. will dedicate the necessary resources to achieve the Village's desired timefrome for
this project, We consider backing up this statement with our firm's reputation as critically important
since we've not previously performed municipal engineering work for amount Prospect, aind fully
recognize that there's only one opportunity to make a lasting first impirpsslon, We have every intent
of making that a posiOve one, and we thank you for this opportunity,to do