2020-07 - AGREEMENT BETWEEN THE COUNTY OF LAKE AND THE VILLAGE OF BUFFALO GROVE FOR THE REIMBURSEMENT OF ENGINEERING DESIGN WORK BY THE COUNTY OF LAKE FOR ARLINGTON HEIGHTS ROAD FROM ROUTE 83 AND APPROX 500 FEET TO THE NORTH - 01/21/2020 RESOLUTION NO. 2020 - 07
A RESOLUTION OF AGREEMENT BETWEEN THE COUNTY OF LAKE AND
THE VILLAGE OF BUFFALO GROVE FOR THE REIMBURSEMENT OF
ENGINEERING DESIGN WORK BY THE COUNTY OF LAKE FOR
ARLINGTON HEIGHTS ROAD FROM ROUTE 83 AND APPROXIMATELY 500
FEET TO THE NORTH
WHEREAS, the Village of Buffalo Grove is a Home Rule Unit pursuant to the
Illinois Constitution of 1970; and,
WHEREAS,the Village is desirous of the County of Lake to design future roadway
improvements for Arlington Heights Road, a road under the Village of Buffalo Grove's
jurisdiction, from Route 83 to a point approximately 500 feet to the north, for inclusion in
the County's future Arlington Heights Road Improvement project; and,
WHEREAS, the Village agrees to pay for said design work in the future Project
Specific Agreement for Arlington Heights Road between the Village of Buffalo Grove and
the County of Lake,an agreement which will be created by the County of Lake prior to the
future improvement of Arlington Heights Road by the County of Lake. Said agreement is
expected to be created in 2023 and transmitted to the Village by the County of Lake for the
Village's review; and,
WHEREAS, the exact scope of work, in the not to exceed amount of$159,632.02,
and as detailed in the attached design contract between the County of Lake and Peralte-
Clark, is included with this resolution; and
WHEREAS, if the future Arlington Heights Road Improvement is not undertaken
by the County of Lake, that all engineering design work and plans for said Village road
1
portions will be transmitted to the Village of Buffalo Grove for its own use after payment
to the County of Lake for said work.
NOW, THEREFORE, BE IT RESOLVED by the Village President and Board of
Trustees of the Village of Buffalo Grove, Cook and Lake Counties, Illinois, as follows:
The Village of Buffalo Grove hereby approves this Resolution of Agreement with
the County of Lake.
AYES: 6—Stein Ottenheimer, Weidenfeld Johnson Smith Pike
NAYES: 0 - None
ABSENT: 0 - None
PASSED: January 21, 2020
APPROVED: January 21, 2020
IAAAA���
Bever4Susn, illage President
ATTEST:
Janet . Sirab:.an, Village Clerk
2
�L a �k e Co t y
UUppNNII Dvis (are of 'Tr
Arlington Heights Road
Illinois Route 83 to Approximately
500" South of Thompson Blvd.
Lake County, Illinois
Section 17-00193-08-PV
Phase I and 11 Engineering Scope of Work
Roadway Reconstruction
January 2020
Peral,,"teeM
C ClarkLLC
171 West Wing Street, Suite 204B
Arlington Heights, Illinois 60005
Phone: 847-485-8069
�eralte-clarkxorn
Peralte- gage 1
ClarkLLC
r of er°t. Under5tc7nding
This project includes elements of Phase I Engineering and full Phase II plan preparation for the roadway
reconstruction of Arlington Heights Road from the north right-of-way line of Illinois Route 83 to a point
approximately 500 feet south of Thompson Blvd. This project is located within the municipal boundaries
of the Village of Buffalo Grove. Design work is anticipated to include full roadway reconstruction of the
mainline pavement within the project limits. In general,the pavement has reached the end of its life and
will be designed to be replaced in kind. Minor geometric changes may be introduced to the roadway
pavement to better channelize traffic through the intersection and align with proposed improvements on
the south leg of the intersection.
This project will be funded with local funds from the Village of Buffalo Grove.The Lake County Division of
Transportation (LCDOT) will be the lead agency for the design, bidding, letting and construction stages.
The preparation of a formal Phase I study is not anticipated for this project; however,elements of a Phase
I study are included in this project. Details of the proposed Phase I scope are outlined below. Phase 11
design will adhere to the current LCDOT plan preparation guidelines and will be subject to IDOT Bureau
of Local Roads and Streets (IDOT-BLRS) reviews and approvals. Roadway improvements to Lake Cook
Road and Illinois Route 83 are not anticipated as part of this project.
Phase I and Phase 11 Engineering portions of this project, project study and plan preparation work will be
coordinated through IDOT-BLRS in accordance with BLRS Chapter 10 requirements. Because federal
dollars are not anticipated to be involved in this project, the schedule of these two phases can overlap.
The project is currently programmed and targeted for construction in 2024. The following scope of work
is based on scoping discussions with LCDOT staff on February 5th, 2019 and October 111", 2019.
Clarkll-LC
Sr° fie of Servi e ....... PhG5e 1
The following is our proposed scope of services for Phase I Engineering on this project:
1. Data Collection, Compilation, Review and Evaluation
This task includes obtaining all pertinent data required to complete both Phase I and Phase 11 work.
Coordination will occur with LCDOT, IDOT, the Lake County Stormwater Management Commission
(LCSMC), Village of Buffalo Grove,Vernon Township and all other agencies necessary to obtain base data
for the project area, including but not necessarily limited to the following information:
• Record roadway and drainage plans, including previous studies/reports, and engineering and as-
built plans for past Arlington Heights Road.
• Recorded centerline and right-of-way plans for Arlington Heights Road (V69) and Illinois Route
83.
• Available traffic data.
• Available crash data.
• Available survey data and control data for tying to the Lake County LiDAR mapping.
• Existing and proposed land use and zoning maps, including School Districts, Park Districts, Forest
Preserve Districts, Sanitary/Drainage Districts, and Bike/Pedestrian plans as pertinent/available.
• Soils and geological information.
• Public and private utility plans(Peralte-Clark will work with the LCDOT utility coordinator to obtain
this information).
• USGS maps and Flood Insurance Rate Maps.
• Public Service routes including Bus, Mail, and Emergency Services.
Peralte-Clark will coordinate with the Lake County GIS Department to obtain available GIS data for the
study area, including aerial photography, LiDAR contour mapping, environmental resources, property
lines, roadway names, etc.
Peralte-Clark will determine facility deficiencies based on information gathered and prepare exhibits of
the data collected as appropriate for use as part of other project tasks. This task will include a plan-in-
hand field review of the project area, and contact with key stakeholders within the project area, including
the Village of Buffalo Grove, Vernon Township, LCFPD, and LCSMC to retrieve appropriate base project
data.
Specific work items under this task will include:
• Initial project field review(s)
• Complete a detailed photo log of the site including a detailed inventory of topographic features
which may impact or be impacted by the proposed design
• Project data collection including contact and coordination with key project stakeholders.
• Coordination to obtain base project mapping data (LiDAR) and Lake County GIS data.
• Review, analyze, and catalog project data.
• Determine facility deficiencies.
Clarkll-LC
. Field Survey Work
The survey work for this project will be prepared by HR Green, Inc. (HR Green), as a subconsultant.
Surveying will be performed according to the Lake County Division of Transportation (LCDOT), Design
Survey Procedures (Revised 10/19/18).
Peralte-Clark, LLC will coordinate with LCDOT to prepare a survey right-of-entry letter for survey work on
private property. HR Green will contact property owners, to the extent possible, in advance of surveying
on private property.
On this basis, HR Green will perform the following survey tasks in accordance with applicable Lake County
Survey Procedures:
Horizontal Control. Utilizing state plane coordinates, HR Green will set recoverable primary control
utilizing GPS and robotic total station equipment. It is assumed that the control for the one-foot contour
Lake County LiDAR mapping is Illinois State Plane East, NAD83 (2011).
Vertical Control. It is assumed that either LCDOT has benchmarks available in the vicinity of the project
or that HR Green will be allowed to establish vertical control (NAVD88) utilizing GPS and the nearest NGS
vertical monuments. A level circuit within the above identified survey limits will be run to establish
benchmarks and assign elevations to the horizontal control points.
T612ographic Survey. A total of 600 feet will be surveyed along North Arlington Heights Road from the
north line of Illinois 83 intersection and extending to 450 feet south of Thompson Boulevard. The survey
will extend 25 feet beyond the existing right-of-way line, beyond which the Lake County LiDAR mapping
(1-foot contours) will be used. Survey will include existing visible features and improvements. Existing
utilities and wetlands delineated by Huff and Huff will be surveyed from visible markings or flags by others.
Storm, sanitary sewer and watermain structures will be surveyed, including rim elevation, invert pipe size,
direction and elevation as observed at unlocked manholes. HR Green will field locate all pavements,
driveways, curb and gutters, pavement markings, signs, drainage structures, driveway culverts, crossroad
culverts, and other planimetric features within the above noted survey limits.
Base IV/agginq: HR Green will compile all the above information into one base map MicroStation drawing
suitable for plotting at 1'=20' scale that is representative of existing conditions for use in all Phase I and
Phase II engineering work in developing the detailed plan, profile and cross sections for the preferred
alternative. Survey base map drawing will be generated in MicroStation V8i SS4.
Cross Sections: HR Green will survey cross sections at 50' intervals within the survey limits, at driveways,
roadway culverts,and at all other grade controlling features. The cross sections will extend 25 feet beyond
the existing right-of-way line.
Existing Right of Way Survey: The existing dedicated or conveyed ROW will be surveyed per provided
plats and documents from LCDOT and MOT along with research performed at the Lake County Recorder
for adjoining subdivision plats. Survey will be based on documents and field survey/recovery of existing
monuments.
Clarki-I-C
Specific work items under this task will include:
• Completion of topographic survey.
• Coordination with LCDOT Utilities Coordinator.
• Obtaining existing utility information from utility agencies and incorporation of data obtained into
the topographic survey base map.
Scope Omissions:
• Coordination with LCDOT for survey right-of-entry letter will be handled by Peralte-Clark.
• The preparation of ROW and/or easement acquisition documents for Buffalo Grove.
. Alternate Geometric Studies
No Alternate Geometric Studies will be prepared as part of the project. Proposed roadway geometry will
be designed to match existing roadway geometry.
4. Roadway Drainage
The drainage design and permitting work for this project will be prepared by HR Green, Inc. (HR Green),
as a subconsultant.
Preliminary Drainage Design: Design criteria for the project will be developed and coordinated with
Buffalo Grove to verify how the project will be designed. HR Green will identify drainage problems by
researching LCDOT and Buffalo Grove flooding and maintenance records,coordinating with local agencies
and conducting site investigations. The project scoping report indicated there has been no reported
pavement flooding within the corridor. No drainage investigations are assumed for the Buffalo Grove
section.
Existing Drainage Plan: The existing drainage system will be analyzed to determine the suitability for
continued use. This will involve the preparation of an Existing Drainage Plan (EDP). The EDP includes an
evaluation of existing drainage conditions through a review of record drawings of the roadway plans,
maps, reports and field review. Data collection as part of this task includes obtaining pertinent record
drawings, storm sewer atlases, USGS maps, soils maps, topographic maps and other pertinent data.
Determine whether to maintain or replace existing storm sewer systems, based on visual evaluation of
sewer inspection videos to be provided by LCDOT and hydraulic need. Off-site and on-site drainage areas
and existing drainage systems will be delineated on the base project mapping.
Agency Coordination: HRG will coordinate with the Village of Buffalo Grove, LCDOT, and LCSMC regarding
drainage patterns and concerns,and sensitive drainage areas and/or outfalls. Based on a review of project
area mapping there do not appear to be any sensitive outlets that will require water quality BMPs or
detention within the Buffalo Grove section.
Specific work tasks associated with development of the EDP includes the following:
• Identify the tributary drainage area to inlets and outfalls.
• Identify existing drainage outfalls.
ClarkLLC
• Evaluate outfall sensitivity and suitability for continued use.
• Preparation of the EDP.
• Coordination meetings for the EDP with LCDOT, LCSMC, and the Village of Buffalo Grove.
5. Retaining Wall Design
No retaining wall design is assumed to be needed for the Buffalo Grove section.
B. Traffic Maintenance Analysis
No traffic maintenance analysis is assumed to be needed for the Buffalo Grove section.
7 Utility Coordination
Utility coordination and utility locating (Subsurface Utility Engineering, or SUE) for this project will be
completed by HBK Engineering, Inc. (HBK), as a subconsultant.
Initial Coordination/Data Collection:
The proposed improvements will require coordination with public and private utilities that have facilities
within the project corridor. HBK will coordinate with any utility companies found to have facilities located
within the vicinity of the project limits through a JULIE Design Stage/Planning Information Request. A
request will be made for these utilities to provide any available maps of existing facilities. It has been
estimated that there will be up to eight public and private utilities to coordinate with.
Utility Locating
HBK will perform SUE Level D and B locating of any utility facilities located within the project limits. Level
D information will be obtained from utility atlases, JULIE requests, and other reliable sources. Qualified
HBK staff will perform Level B locates of underground utilities within the project limits and mark them
with appropriately colored paint or flags. HBK staff will coordinate with HR Green's survey crew so that
utility markings can be incorporated into their work(picked up by their survey crew) in a timely manner.
SUE Level D and B locating shall include underground traffic control facilities at signalized intersections to
the extent allowed by MOT limitations,worker safety,and the ability of the facilities to transmit a locating
tone.
Level A locating (potholing or otherwise exposing buried utilities) is not included in this scope of work. If
needed, Level A locating can be added to the scope at a later date.
Utility Data Base Mapping
HBK will coordinate with HR Green so that utilities can be depicted accurately in the survey data and utility
base maps. This shall include time allotted for utility base map QA/QC.
Preliminary Design Coordination Meetings
HBK will coordinate with utility companies during Phase I Engineering. HBK will send preliminary plans to
utility companies to verify the locations of their facilities and review preliminary design to determine if
Clarki-I-C
there are any significant conflicts that need to be reviewed. HBK will also coordinate with the roadway
design team to develop understanding the presence of utilities, their type, and possible issues with
protecting and/or relocating those utilities.
. Intersection Design Studies
It is assumed that no Intersection Design Studies will be needed for the Buffalo Grove section.
. Environmental Surveys,Analysis and Coordination
The environmental work for this project will be prepared by Huff and Huff,Inc.(H&H),as a subconsultant.
This project includes roadway reconstruction of Arlington Heights Road from Illinois Route 83 to a point
approximately 500 feet south of Thompson Blvd. This project is located within the municipal boundaries
of the Village of Buffalo Grove and Village of Long Grove.
The following scope of environmental services will be completed for the Arlington Heights Road project
by H&H. These include:
• Preliminary Environmental Site Assessment (PESA)
• Wetland/Surface Waters Delineation
• Wetland Report
• ESR Submittal
Preliminary Environmental Site Assessment(PESA): H&H will prepare separate Preliminary Environmental
Site Assessment for the Project Corridor. The process will follow general protocols associated with ASTM
E1527-13, which is a standard environmental site assessment methodology and IDOT procedures. These
protocols are consistent with the"Preliminary Site Assessment(PESA)" procedures outlined by the Illinois
Department of Transportation (IDOT) in BIDE #66-10A and the "Manual for Conducting Preliminary
Environmental Site Assessments for Illinois Department of Transportation Highway Projects." No soil
sampling is included in this task. Soil management and CCDD issues will be investigated during Phase 2
and is not included in this Phase I scope of services.
A. Historical Research
The project corridors historical land use/ownership records will be developed from standard
historical sources. Historical aerial photographs or historical maps, such as Sanborn Fire Insurance
Maps, will be reviewed, as available. The review will identify land use over time and potential
areas of environmental concern, such as areas of surface disturbance and outside storage.
B. Site Evaluation
Current environmental features and conditions of sites adjacent to the right-of-way/project areas
will be evaluated. A site walkover of potential right-of-way/project areas designated for
excavation and/or acquisition will be conducted for first-hand evaluation of current
environmental conditions within the project limits. All the features and conditions listed above
will be investigated and, as appropriate, documented in photographs. The land-use and
housekeeping practices of adjacent properties also will be evaluated in accordance with ASTM
protocols.
ClarkLLC
C. Records Review
A records review will be conducted to determine potential environmental concerns within the
study areas. The reviews will include a search of standard state and federal environmental record
databases in accordance with the specifications of ASTM standards. The searches are based on
the outline of the study areas.
Specifically, H&H will search each database to identify any potential sources requiring further
investigation. As appropriate, Freedom of Information Act (FOIA) requests will be filed with the
Illinois Environmental Protection Agency (IEPA) to obtain additional data pertaining to identified
sites.
D. Report Preparation
A PESA report summarizing the results of the evaluation will be prepared for the project corridor.
The following information will be included in these reports:
a) The project location and description
b) Historical uses of corridor.
c) The area geology and hydrology.
d) The environmental status of sites adjacent to the corridor regarding chemical use and
storage, underground and aboveground storage tanks, solid waste, special waste, and
hazardous waste,wastewater, and PCBs.
e) An analysis of the site inspection.
f) A summary of the findings regarding environmental concerns. This will include IDOT's
BIDE Manual Chapter 27-3, Special Waste Procedures, and identification of Potentially
Impacted Properties (PIPS) per Subpart F, Section 1100, 35 IAC, related to Clean
Construction or Demolition Debris management.
Wetland/Surface Waters Delineation: H&H will conduct a wetland and surface water delineation using
current methods and guidance from the U.S. Army Corps of Engineers (USACE), which is outlined in the
2010"USACE Midwest Region Manual." Based on a cursory review of available mapping and current aerial
photography, no wetlands are apparent. H&H will conduct a delineation of this section of the project. If
no wetlands are present, only a summary letter will be prepared documenting that no wetlands are
present. If a wetland is identified within the project,the findings will be summarized in the overall wetland
report being prepared for the project.
A. On-Site Investigation (Field Inventory)
The on-site investigation will be conducted by H&H staff experienced in Federal methods for
conducting wetland delineations. H&H will classify and define hydric soils, hydrophytic
vegetation, and evidence of hydrology to determine if wetlands are present. The wetland
perimeters will be surveyed in the field by H&H.
Wetland and surface water delineations will be conducted that will meet the requirements of
Executive Order 11990, "Protection of Wetlands" Section 404 of the Federal Water Pollution
Control Act as amended by the Clean Water Act(Corps of Engineers, Section 404 Permit) and the
Illinois Environmental Protection Agency (IEPA Section 401 Guidelines) regulations. These
regulations pertain to the placement of fill or alterations of drainage within wetlands of any type
and apply to private as well as publicly owned wetlands. The investigation will meet the
I) age 18
ClarkLLC
requirements of these regulations by identifying the type,functions,and approximate boundaries
of all wetlands and surface waters.
Wetlands and surface waters found will be classified according to type using the"Classification of
Wetlands and Deep Water Habitats of the U.S." by Cowardin. Wetland boundaries will be defined
using the Midwest Region Manual(USACE, 2010). Each potential wetland area will be evaluated for
the presence of wetland indicators comprised of hydrophytic vegetation, hydric soils, and wetland
hydrology. Functions of wetlands will be evaluated from field observations.
This task includes time for a boundary verification and preparation and submittal of preliminary
jurisdictional determination to the Lake County Stormwater Management Commission (SMC).
The boundary verification will be conducted in conjunction with the overall project verification.
The wetland delineation will be scheduled according to the designated Lake County SMC and
USACE growing season for Lake County, which begins on May 151"and ends October 1st.
Wetland Report: A wetland and surface waters delineation report will not be prepared. If no wetlands
are identified in this section, a summary letter will be prepared in lieu of a full report. If wetlands are
present, then the findings will be included in the overall wetland report for the project.
As the resource agencies will review this entire project as one effort, separate reports and permitting will
not be included in this scope.
Wetland permitting will be conducted in Phase 2 in conjunction with the overall project permitting as the
resource agencies will most likely review the entire project as a whole to avoid piecemealing.
Tree Survey and Tree Survey Report: No tree survey will be prepared for this project.
ESR Submittal: The environmental evaluation will be initiated though the submittal of the Environmental
Survey Request Form (ESRF). The ESR limits will be wide enough to incorporate reasonable alternatives
and areas potentially affected, such as the drainage areas, detention areas, and compensatory storage
sites. Environmental resource areas covered by the ESRF include wetlands, special waste, cultural
(historical and archaeological) and state listed threatened and endangered (T&E) species. Special waste
and wetlands will be conducted as part of this contract.
Huff& Huff will prepare the ESRF package and send it to the Environmental Studies Unit at IDOT District
1 for review.
B. GootechnicalInvestigation
This task includes obtaining roadway and structural soil borings along Arlington Heights Road between a
point approximately 500' south of Thompson Drive located and Illinois Route 83 for design purposes as
part of subsequent Phase II engineering. Peralte-Clark, LLC will utilize Interra, Inc. (INTERRA) for this
work.
Village of Buffalo Grove
The scope of work includes locating and drilling three (3) roadway soil borings. The roadway borings will
Clarkll-LC
be drilled to a depth of 6.0 to 10.0 feet each from the existing ground/pavement surface, based on the
existing ground elevation and proposed design grades. The roadway borings will be spaced 200 feet to
300 feet apart and staggered, in general accordance with the IDOT Geotechnical Manual guidelines. The
borings will be primarily drilled within the existing roadway and in the shoulder areas of Arlington Heights
road.
The location of the borings will be finalized upon consultation with the client. The location of the borings
will be adjusted based on field conditions, accessibility and utility conflicts. We anticipate closing of lanes
during drilling two roadway borings. Additionally, we anticipate the need for flaggers. Traffic control
signage and flaggers will be utilized as needed during drilling to ensure safety of drilling crew and traffic.
The borings will be drilled with a truck-mounted drill rig. Soil sampling in the borings will be performed
in general accordance with American Society for Testing and Materials (ASTM) standards, D 1586
"Penetration Test and Split Barrel Sampling of Soils". Observation for groundwater will be made during
and immediately after the completion of the drilling. After the completion of the drilling, the boreholes
will be backfilled with the soil auger cuttings from the same borehole. Where required, the surface will
be patched with cement or asphalt to match surrounding elevations.
All field sampling and laboratory testing will be performed in general accordance with IDOT specifications.
Laboratory testing includes moisture content tests, unconfined compressive strength tests using a RIMAC
tester on all recovered soil samples. Standard Proctor tests, Illinois Bearing Ratio tests will be performed
on bulk samples recovered from the proposed roadway areas. The final geotechnical report will be in
general accordance with the IDOT Geotechnical Manual guidelines.
Environmental Screening: Interra will coordinate field activities with the environmental sub-consultant
to facilitate soil sample screening with a Photoionization Detector (PID) and soil sample collection for
analytical testing.
Specific work tasks will include:
• Pre-field work coordination with LCDOT on the boring plan, including traffic maintenance prior to
field work.
• Post-field work meeting at LCDOT to discuss results and report preparation.
• Coordinate with environmental sub-consultant to allow soil sample screening and sampling for
potential contamination.
• Prepare geotechnical report in general accordance with the IDOTGeotechnical Manual guidelines.
11. Preliminary Roadway Lighting Design
The preliminary roadway lighting design for this project will be prepared by Singh & Associates, Inc.
(Singh), as a subconsultant.
Singh shall be responsible for providing lighting assessments for the existing lighting system and for the
existing system retrofitted with LED fixtures.
Specific work tasks will include:
• Site visits and review of existing lighting conditions including photo log
• Photometric study of existing lighting system
) ale 1 10
ClarkLLC
• Lighting exhibits showing layout of existing lighting system
• Photometric study of existing lighting retrofit with LED for preferred roadway alternative
• White paper outlining findings of the two studies
• Coordination with local and state agencies for preferences, participation, and special
requirements.
12. Pro.iect Design Coordination Meetings
Project design coordination meetings with the Village are included as part of the scope of services for the
LCDOT jurisdiction section,south of IL Route 83. No hours are included as part of this scope for this effort.
13 Pro.i ct Administration and Quality AssurancelQuality Control
This task includes overall project administration and management, as well as Quality Assurance/Quality
Control (QA/QC) reviews associated with major project deliverables.
Project administration includes managing the day to day work effort on the project to ensure an efficient
project development process including work force allocations, budget oversight, monthly progress
reviews to ensure project milestones are being met to the extent possible.
QA/QC reviews will occur as part of major project deliverables in accordance with Peralte-Clark's
established CIA/QC procedures.
Specific work tasks will include:
• General project management/administration including staff resource allocation, task/schedule
oversight, quality reviews, etc.
• Prepare monthly progress reports including a copy of the overall project schedule.
) ale 1 11
Clarkll-LC
Scope of Service5 — PhC75e 11
The following is our proposed scope of services for Phase 11 Engineering on this project:
1. Supp/etnenta/Field Survey and Plat of Highways Preparation
None Anticipated.
2. F:nvbronmmental Surveys,Analysis and Coordination
The environmental work for this project wil I be prepared by Huff and Huff,Inc.(H&H),as a subconsu Itant.
The following scope of environmental services will be completed for the Arlington Heights Road project
byH8'H. These include:
* USACE Section 4U4Permitting
* Lake County Stormvvater Management Commission Permitting
* Preliminary Site Investigation (PS|) and CCDD
USACE Section 404 Permitting: Because the regulatory agencies will most likely consider the entire
Arlington Heights Improvement as one project, a separate permit package for the Buffalo Grove section
will not be prepared and submitted. If wetlands are present with the Buffalo Grove section, permitting
and mitigation will be considered for the entire project asawhole.
Lake County Stormwater Management Commission Permitting: If local permitting is required,the Buffalo
Grove section of Arlington Heights Road will be included in the overall permit submittal for the entire
Arlington Heights Road project. It is anticipated that the regulatory agencies will review the project as a whole
and not piecemeal the permitting and mitigation for the project.
Biological Clearances: The biological clearances will be obtained through the ESR process.
Archeological Review: The cultural clearances will be obtained through the ESR process.
Preliminary Site Investigation (PSI) and : The final scope of the PSI will be determined based on
findings of the PESA proposed for completion during Phase 1.The following preliminary scope is based on
our understanding ofthe project corridor. However, additional potentially impacted properties (P|Ps) or
sites with recognized environmental conditions (RECs) may be identified during the PESA that have not
been considered in this preliminary scope. Therefore, the PSI scope should be re-evaluated after
completion of the PESA.
A. Soil Borings and Soil Sampling
H8'H will collect split samples in conjunction with the proposed8eotechnica| borings to be completed by
others. It will be important to coordinate with the project team to review the proposed 8eotechnica|
boring locations and adjust or add to their scope, as/if necessary, to provide coverage for environmental
purposes. Even if borings need to be added to the geotechnica|firms' scope, in our experience, it would
still be more cost effective to have a single driller instead of mobilizing separately for 8eotechnica| and
Pa ge 1 12
environmental purposes. Therefore, direct costs for drilling and traffic control services have NOT been
included with this scope. Also, we assume that the geotechnical drilling firm will be responsible for the
utility locating process, including marking the borings in the field.
It is anticipated that one day of field effort will be required with up to six (6) borings completed,
preferentially located in close proximity to any identified sites and the also staggered for coverage of both
sides of the roadway. This would provide full corridor coverage for any PIPS/RECs that may be identified
and also to account for CCDD assessment in non-PIP/REC areas. The final location of the borings will be
determined using the findings of the PESA and proposed project plans. H&H will also determine depths of
planned borings prior to mobilization consistent with project plans as provided by Client, in conjunction
with PESA findings. Currently it is estimated that borings will be advanced to depths of approximately 4
to 12 feet below ground surface.
B. Analytical
Laboratory analysis of soil samples is proposed to be consistent with constituents of concern (COCs) as
determined from the PESA as presented below. Boring locations where petroleum products or other
volatile organic compounds represent the primary concern, samples will be field screened with a
photoionization detector (PID). The sample with the highest PID reading in each boring will be analyzed
for:
• Volatile Organic Compounds (up to 1 sample) —VOCs are volatile compounds found in gasoline
and related to various solvents;
• Benzene, toluene, ethylbenzene, and xylenes (up to 2 samples) — BTEX is a subset of VOC
compounds and typically analyzed for petroleum-only sites that do not also include potential for
chlorinated compounds.
• Semi-Volatile Organic Compounds (SVOCs) or Polynuclear Aromatic Hydrocarbons (PNAs) (up
to 2 samples each) — SVOCs are semi-volatile compounds commonly formed during incomplete
combustion of organic compounds. PNAs are a subset of SVOCs and can be formed by the
combustion of wood, coal, and petroleum products. They are also found in less refined,
nonvolatile petroleum products and can be used to identify potential for diesel or fuel oil
contamination in soil.
Other field screening factors such as visual, or proximity to potential sources of known contamination to
determine which samples will be analyzed to identify the presence of:
RCRA Metals, total and SPLP/TCLP methods (up to 3 samples) — Federal environmental regulations
identify eight (8) heavy metals as hazardous if present in a solid waste at concentrations above varying
threshold concentrations. Samples will be analyzed for select RCRA Metals, some of which may require
further SPLP orTCLP analysis to determine compliance with the CCDD maximum allowable concentrations
(MACS) (up to 2 samples).
In addition,soil samples will be analyzed for soil pH from each boring location,analyzed with a field meter
consistent with CCDD sampling requirements with select pH samples submitted for laboratory analysis
(up to 6).
C. PSI Report Preparation
A report summarizing the results of the soil sample collection activities and analytical results will be
) ale 1 13
ClarkLLC
prepared. This document will present information pertinent for the bidding documents regarding
conditions of soils tested, handling and final disposition considerations.
D. CCDD (LPC-Form) Documentation
The soil sample results will be compared to the Maximum Allowable Concentrations (MACS) associated
with CCDD facility acceptance, including the soil pH range of 6.25 to 9.0. If results achieve the MAC values,
H&H will prepare the LPC-663 document that will be signed/stamped by H&H.This proposal assumes the
potential for requiring a separate form for each area to account for this currently unknown situation.
Any locations that do not achieve the MACS (including soil pH range)will be identified as exclusion zones,
not acceptable for CCDD facility disposal.
3 Roadway Plans
The preferred alternative will be detail designed in preparation for construction plans. It is anticipated
that the plans will we included as part of the overall LCDOT Arlington Heights Road roadway
reconstruction contract documents and will not be prepared as a separate contract package. The project
team will follow the LCDOT Plan Preparation Guidelines. It is anticipated that each submittal will be made
electronically in PDF format as well as three sets of 11" x 17" sized drawings for the Preliminary and Pre-
Final submittals. One (1) set of 11" x 17" plans will be provided for the Final submittal. CAD files used in
the production of the plan set will also be submitted after the 100% submittal. Assembly of the
construction plans will be completed under this task.
LCDOT and External Submittals and Reviews: During Phase II, the following submittals are anticipated:
• Preliminary(60%)
• Pre-Final (90%)
• Final (100%)
The Preliminary Plans will be submitted to LCDOT, local municipalities and IDOT BLRS for review.The Pre-
Final contract documents will be submitted to LCDOT, LCSMC,CCDOTH, local municipalities and IDOT BLRS
for review and permitting. We will also submit the contract plans to known utility companies within the
project limits. This submittal will sufficiently define the conflicts so that the utility companies can, at a
minimum, perform the necessary engineering for any required utility relocation work. This task shall
include any meetings with reviewing parties to discuss the review.
An anticipated sheet list has been included in Attachment A and detailed out in the sections below:
General Plan Set Components: General Notes, Summary of Quantities, Schedule of Quantities,Alignment
&Ties, and Typical Sections will be prepared according to LCDOT Plan Preparation Guidelines.
Removal Plan & Profile: It is anticipated that due to plan sheet clarification, separate existing/removal
plan and profile sheets will be prepared.
Roadway Plan& Profile: 1" = 20' plan and profile sheets, including proposed drainage (as practical).
Traffic Control Plans: 1" = 50' Maintenance of Traffic double plan sheets by stage, including typical
sections and specific maintenance of traffic notes.
) ale 1 14
ClarkLLC
Erosion Control Plans:See Erosion Control Plans and SWPPP Plan Preparation section.
Pavement Marking & Landscaping Plans: It is anticipated due to plan sheet clarification, separate
pavement marking and landscaping plans will be prepared.
Sidewalk&ADA Ramp Sheets: Separate ADA sidewalk detail sheets will be created and inserted into the
plans. Details will be provided for intersection quadrants and driveway locations.
Cross Sections: The cross sections will be prepared at 50-foot intervals and will include full sections at
intersections of streets, high and low points along the roadway profile, beginning of project, and end of
project limits.Construction details with half width cross sections will be prepared at driveways and access
points. This work will be in accordance with Lake County Division of Transportation Plan Preparation
Guidelines.
Detail Sheets: Provide applicable Village of Buffalo Grove, MOT and project specific details.
Municipal Utility Relocation Sheets: Peralte-Clark will coordinate with local municipalities to include plans
(by others) in the LCDOT bid package set for the relocation of municipal-owned utilities (such as street
lighting, sanitary & water utilities, etc.) as part of the LCDOT bid document package. Each participating
municipality will be responsible for providing bid quantities, plans, specifications and estimates for this
work in accordance with the design team's milestone deliverable dates established in the Phase II design
schedule.
zl Roadway Drainage Plans and Permitting
Proposed Drainage Plan: The LDTM will utilize the contract drainage plan deliverable for the Proposed
Drainage Plan (PDP), there will not be a separate PDP developed for the LDTM. The PDP being used as
final contract plans includes an evaluation of proposed drainage conditions for the identified preferred
alternative. A closed drainage system is anticipated to be provided within the limits of the proposed
improvement. The purpose of completing an EDP and PDP will be to determine changes in drainage areas
to the outfalls within the project limits and define the change in impervious area at the outfalls.
The proposed drainage system will be designed using the latest Bulletin #70 rainfall data (tentatively
effective in 2020). Arlington Heights Road within this section of Buffalo Grove will consist of curb and
gutter sections with storm sewer for drainage. The storm sewer sizing, inlet spacing, and the sizing of the
related lateral storm sewers will be performed as part of the Phase II design. No minor culverts or
driveway culverts are anticipated to be designed in this section.
Subsequent to the approval of final geometry,the PDP/Contract Plans will be prepared to reflect pertinent
review comments from Buffalo Grove, LCDOT and LCSMC.
Specific work tasks associated with development of the PDP/Contract Plans for the project will include the
following:
• Delineate off-site and on-site drainage areas and perform hydraulic and hydrologic analyses using
XP-SWMM.
• Ensure reinstatement of existing drainage patterns.
) ale 1 15
ClarkLLC
• Identify and account for any diversions.
• Evaluate the needs for additional rights-of-way and drainage easements for drainage purposes.
• Evaluate the stormwater detention requirements in accordance with the Lake County Watershed
Development Ordinance(WDO). Runoff volume reduction (RVR)techniques will be reviewed and
incorporated in the proposed drainage plan as determined appropriate.
• Evaluate the need for stormwater quality BMP enhancements in accordance with LCSMC and/or
Army Corps of Engineers guidelines.
• Coordination meetings for the PDP with LCDOT, LCSMC, IDOT, the Village of Buffalo Grove and
Huff and Huff relating to USACE.
Proposed Drainage Design
• Outlet Evaluation — Evaluate existing outlets to determine their suitability for continued use and
sensitivity to an increase in rate and volume of stormwater runoff. One (1) outlet is anticipated
within the project limits that will need to be analyzed.
• HR Green will use XP-SWMM to create a storm sewer model for the proposed drainage system
that will include the mainline storm sewer, laterals and inlets. A 10-year frequency storm will be
used for design and the system will be checked for the 100-year storm event.
• Stormwater Detention Evaluation—There is no anticipated need for stormwater detention as part
of this project.
• Water quality basins are not anticipated to be necessary as part of this project.
• Local & Other Agency Coordination - Coordinate drainage related issues with IDOT, LCDOT,
LCSMC, and the Village of Buffalo Grove and other agencies as appropriate.
• Proposed Drainage Plan — Prepare a Proposed Drainage Plan to fully describe the proposed
drainage plan and reflect drainage calculations for drainage system size, type and location.
• Floodplain Evaluation—there is no floodplain as part of this project.
• Prepare Exhibits—Complete all drainage tasks, sort out all data and exhibits and add these to the
LDTM being prepared for the LCDOT in compliance with requirements listed in ACEC-Illinois/IDOT
2014 Drainage Seminar handouts.
• A site visit is intended to clarify field conditions related to the design of the drainage facilities.
Allocated two personnel for one (1) site visit for this project.
Permitting: HR Green will coordinate with and prepare Permits for LCSMC based on the WDO. Based on
the anticipated impervious area detention will not be required due to a change in impervious area but
may be required for sensitive outlets. Erosion and sediment control permitting will be completed by
others and wetland and riparian permitting will be completed by others. The LCSMC permitting for Buffalo
Grove will not be separate and will be combined with the permitting completed for the LCDOT portion of
Arlington Heights Road.
Technical Drainage Memorandum: This task includes inclusion of the Buffalo Grove portion of the project
in the Location Drainage Technical Memorandum (LDTM) being prepared for LCDOT for this project. It is
anticipated that the LDTM will follow the 2014 ACEC Drainage Seminar format for improvements
associated with this project, except that the final drainage plan and profile sheets will be used as a PDP in
the LDTM. The LDTM for Buffalo Grove will not be separate and will be combined with the LDTM
completed for the LCDOT portion of Arlington Heights Road.
Deliverables:
) ale 1 16
ClarkLLC
a) The following will be provided at the Preliminary Plan (60%) submittal stage:
i. The submittals will include the following:
(1) Contract Plans
(a) Drainage and Utility Plan and Profile Plans (20 scale);
(b) Drainage Schedules; and
(2) Opinion of Probable Construction Cost for drainage related items.
b) The deliverables for the contract include the following at a Pre-Final plan (90%) and Final Plan
(100%) submittal stages:
ii. The submittals will include the following:
(1) Contract Plans
(a) Drainage and Utility Plan and Profile Plans (20 scale);
(b) Drainage Schedules;
(2) Special Provisions for any non-standard drainage related items; and
(3) Opinion of Probable Construction Cost for drainage related items.
iii. The submittal will include:
(1) A.pdf copy of the listed plan sheets;
(2) An electronic copy of any special provisions required;
(3) An electronic copy of the opinion of probable construction cost for drainage related
items;
5. Retaining Wail Design
No retaining wall is assumed to be required in the Buffalo Grove section.
6. f=rasian Control Mans and w WPPP Plan Preparation
A Storm Water Pollution Prevention Plan (SWPPP) and required special provision, will be prepared for
inclusion in the contract documents. All erosion control design will be in accordance with the latest IEPA,
IDOT, and County requirements.
Staged Erosion Control Sheets will be prepared and included in the plans.
7. Ut'iiit,y Coordination
The utility coordination for this project will be completed by HBK Engineering, Inc. (HBK), as a
subconsultant.
Coordination
HBK will continue to coordinate with utility companies during the Phase II Engineering phase. HBK will
draft and send Notices of Interference and/or other required correspondence to notify utilities of the
project and to begin their protection and relocation processes. Preliminary (60%) plans and electronic
files will be sent to utility companies to review the proposed improvements and identify impacts/conflicts
to their facilities. Pre-final plans will be sent to utility companies for their use in preparing any relocation
plans.
HBK will continue to coordinate with utility companies throughout Phase II until utility protection or
) ale 1 17
ClarkLLC
relocation plans are submitted by the utility companies or until verification of clearance is confirmed.
Additionally, HBK will review utility relocation plans and permit submittals.
HBK will also coordinate with the roadway design team to integrate utility protection and relocation plans
and timelines into the contract documents.
Utility Coordination Meetings
HBK will plan, attend, and lead up to two (2)joint utility coordination meetings, and all impacted utilities
will be invited so that their relocations, if any, can be mutually coordinated.
8. Specifications and f=sti atas
We will prepare Final contract plans based on comments received on the Pre-Final Plan submittal from
LCDOT and permitting agencies. The Final Plans Submittal will be prepared based on the anticipated
drawings as outlined in Attachment A.
Final Plans-After completion of all agency reviews and resolution of any other agency or utility company
concerns,the contract plans will be finalized. In order to assist the Resident Engineer(RE)we will furnish
the County, as part of our deliverables, detailed information including all design, quantity calculations,
and MicroStation files in their format. We will also prepare a technical memorandum to the RE
highlighting any key issues, commitments, or special concerns that arose during the design stage of the
project. LCDOT will be responsible for letting the project. Peralte-Clark we will provide the County with
pdfs of the plans and bid documents as assembled by LCDOT for the bidding. We will also submit the
contract plans to the various utility companies for their permitting of any necessary relocations.
Special Provisions -We will prepare special provisions that supplement or amend the special provisions
contained in the latest edition of the Standard Specifications for Road and Bridge Construction adopted
by the Illinois Department of Transportation and the latest edition of the Standard Specifications for Sewer
and Watermain Construction in Illinois.Applicable County special provisions will be utilized to supplement
the Standard Specifications. In addition,we will include the latest MOT Recurring Special Provisions Check
Sheet. The most recent set of IDOT's Bureau of Design and Environment Special Provisions and District 1
Special Provisions will be reviewed and included in the special provisions where applicable. This package
will be created for the Pre-Final and Final Submittals.
Quantity Calculations and Estimate of Cost — We will perform detailed quantity calculations at each
milestone submittal stage of the plan development. We will use the quantities of work in order to
calculate an Engineer's Estimate of Cost based on recent bid tab information for projects of similar scope
and magnitude.
Estimate of Construction Time -This estimate will be provided based on the tabulated quantities using
IDOT BIDE Form 220A. The Estimate of Construction Time will be provided at the Pre-Final and Final
milestone submittals.
Final 3D Model Files—A final top of surface grading plan will be provided for contractor use on this project
in land .xml format. This information will be provided for reference only and will include a disclaimer for
the contractor to use at their own risk.
) ale 1 18
ClarkLLC
9. Pro.iect Design Coordination Meetings
Project design coordination meetings with the Village are included as part of the scope of services for the
LCDOT jurisdiction section,south of IL Route 83. No hours are included as part of this scope for this effort.
10 Pro.i ct Administration and QualityA urancelQuality Control
This task includes overall project administration and management, as well as Quality Assurance/Quality
Control (QA/QC) reviews associated with major project deliverables.
Project administration includes managing the day to day work effort on the project to ensure an efficient
project development process including work force allocations, budget oversight, monthly progress
reviews to ensure project milestones are being met to the extent possible.
QA/QC reviews under this task will occur as part of major project deliverables in accordance with Peralte-
Clark's established CA/QC procedures. Peralte-Clark's QA/QC Plan also requires progress reviews during
the design development. Effort associated with these reviews is included with the specific discipline task
outlined in this scope.
Specific work tasks will include:
• General project management/administration including staff resource allocation, task/schedule
oversight, quality reviews, etc.
• Prepare monthly progress reports including a copy of the overall project schedule.
) ale 1 19
ClarkLLC
Fee for Engineering ServiCeS
Based on the Scope of Services,the fee for engineering services will be billed on a cost plus fixed fee basis
with a not-to-exceed upper limit of one hundred fifty-nine thousand six hundred thirty-two dollars and
two cents /$lS9,632.O2\.
Pa ge 120
Peralte-Clark,LLC Peraltew
Section No.17-00193-08-PV: Arlington Heights Road
from IL 83 to Lake Cook Road ClarkLLC
Buffalo Grove Share of Project Cost
Phase I
CECS Item Total Percentage Peralte-Clark HR Green HBK Huff&Huff Interra Singh
P1-Data Collection 14 5% 12 0 0 0 0 2
P1-Survey 96 35% 2 94 0 0 0 0
P1-Roadway Drainage 32 12% 8 24 0 0 0 0
P1-Alternate Geometric Studies 0 0% 0 0 0 0 0 0
P1-Utility Coordination 24 9% 4 0 20 0 0 0
P1-Intersection Design Studies&ADA 0 0% 0 0 0 0 0 0
P1-Environmental 58 21% 4 0 0 54 0 0
P1-Geotechnical Investigation 26 10% 2 0 0 0 24 0
P1-Lighting 8 3% 4 0 0 0 0 4
P1-Project Meetings 0 0% 0 0 0 0 0 0
P1-Project Admin&QAQC 14 5% 4 6 0 4 0 0
Totals 272 100% 40 124 20 58 24 6
Phase II
CECS Item Total Percentage Peralte-Clark HR Green HBK Huff&Huff Interra Singh
P2-Survey 0 0% 0 0 0 0 0 0
P2-Environmental 65 10% 8 0 0 57 0 0
P2-Roadway Plans 350 52% 350 0 0 0 0 0
P2-Drainage Plans 81 12% 12 69 0 0 0 0
P2-Retaining Wall Plans 0 0% 0 0 0 0 0 0
P2-NPDES Permitting&SWPPP 36 5% 36 0 0 0 0 0
P2-Utility Coordination 28 4% 4 0 24 0 0 0
P2-Specifications and Estimates 53 8% 44 9 0 0 0 0
P2-Project Meetings 01 0%1 01 01 01 0 0 0
P2-Project Admin&QAQC 54 8%1 42 4 0 8 0 0
P2-Construction Involvement 01 0%1 0 0 0 0 0 0
Totals 6671 100%1 496 82 24 65 0 0
Grand Totals
CECS Item Total Percentage Peralte-Clark HR Green HBK Huff&Huff Interra Singh
Phase I Total 272 29% 40 124 20 58 24 6
Phase II Total 667 71% 496 82 24 65 0 0
Total 939 100% 536 206 44 123 24 6
1 of 10 1/6/2020
Peralte-Clark,LLC Peraltem
Section No.17-00193-08-PV: Arlington Heights Road
from IL 83 to Lake Cook Road C lark LLC
Buffalo Grove Share of Project Cost
Total Hours Assumed Assumed Unit Assumed Hours Comments
Scope# Scope Item CECS Item Quantity Per Unit
Phase 1
1 Data Collection,Compilation,Review and Evaluation 12
Initial Field Review with photo log P1-Data Collection 2 2 people 1
Data Collection Coordination with Stakeholders P1-Data Collection 4 2 stakeholders 2
Review facility deficiencies P1-Data Collection 6 1 Lump Sum 6
2 Field Survey Work 2
Subconsultant Coordination P1-Survey 2 1 Lump Sum 2
3 Alternate Geometric Studies 0
Alternate Geometric Studies P1-Alternate Geometric Studies 0 0
4 Roadway Drainage 8
Provide Design Input and Coordination P1-Roadway Drainage 8 1 Lump Sum 8
5 Retaining Wall Design 0
Provide Design Input and Coordination P1-Retaining Wall 0 1 Lump Sum 0
6 Traffic Maintenance Analysis 0
Provide Design Input and Coordination P1-Traffic Maintenance Analysis 0 1 Lump Sum 0
7 Utility Coordination 4
Utility Coordination P1-Utility Coordination 4 1 Lump Sum 4 1 Peralte-Clark Attendee
8 Intersection Design Studies&ADA Design 0
IDS(IDOT Format) P1-Intersection Design Studies&ADA 0 1 intersections 0 Included in LCDOT Scope
ADA Ramp Sheets(IL 83 Intersection) P1-Intersection Design Studies&ADA 0 2 Locations 0 Included in LCDOT Scope
9 Environmental Surveys,Analysis and Coordination 4
Provide Design Input and Coordination P1-Environmental 4 1 Lump Sum 4
10 Geotechnical Investigation 2
Provide Design Input and Coordination P1-Geotechnical Investigation 2 1 Lump Sum 2
11 Preliminary Roadway Lighting 4
Provide Design Input and Coordination P1-Lighting 4 1 Lump Sum 4
12 Project Meetings 0
Meetings with Buffalo Grove P1-Project Meetings 0 0 Meetings 0 Included in LCDOT Scope
13 Project Administration and QA/QC 4
Project Management and Administration P1-Project Admin&QAQC 2 0.05 Percentage 36 approximately 5%of total hours
CA/QC P1-Project Admin&QAQC 2 0.04 Percentage 36
2 of 10 1/6/2020
Peralte-Clark,LLC Peraltem
Section No.17-00193-08-PV: Arlington Heights Road
from IL 83 to Lake Cook Road C lark LLC
Buffalo Grove Share of Project Cost
Total Hours Assumed Assumed Unit Assumed Hours Comments
Scope# Scope Item CECS Item Quantity Per Unit
Phase 2
1 Supplemental Field Survey and Plat of Highways Preparation 0
Subconsultant Coordination P2-Survey 0 1 Lump Sum 0
2 Environmental Surveys,Analysis and Coordination 8
Provide Permitting Input and Coordination P2-Environmental 8 1 Lump Sum 8
3 Roadway Plans t3tSOGeneral Notes/Index/Standards Sheets P2-Roadway Plans 1 Sheets 4
Summary of Quantities P2-Roadway Plans 4 2 Sheets 2
Schedule of Quantities P2-Roadway Plans 16 2 Sheets 8
Typical Sections P2-Roadway Plans 16 1 Sheets 16
Removal Plan&Profile P2-Roadway Plans 32 2 Sheets 16
Proposed Roadway Plan&Profile P2-Roadway Plans 48 2 Sheets 24
Traffic Control Plans P2-Roadway Plans 56 2 Sheets 28
Pavement Marking&Landscaping Plans P2-Roadway Plans 48 2 Sheets 24
Sidewalk&ADA Ramp Sheets P2-Roadway Plans 12 1 Sheets 12 Assumes two(2)ADA ramp design locations per sheet,6 hrs.per location
Cross Sections P2-Roadway Plans 90 12 Cross Sections 7.5
Detail Sheets P2-Roadway Plans 18 3 Sheets 6
Municipal Utility Relocation Sheets Coordination P2-Roadway Plans 6 3 Sheets 2
L!4 Roadway Drainage Plans and Permitting 12
Provide Design Input and Coordination P2-Drainage Plans 12 1 Lump Sum 12
5 Retaining Wall Design 0
Provide Design Input and Coordination P2-Retaining Wall Plans 0 1 Lump Sum 0
6 Erosion Control Plans and SWPPP Plan Preparation 36
Prepare Staged Erosion Control Sheets(2 Stages) P2-NPDES Permitting&SWPPP 30 5 Sheets 6
SWPPP Calculations(Pre,Post Runoff,etc.) P2-NPDES Permitting&SWPPP 6 1 Lump Sum 6
7 Utility Coordination 4
Utility Specific Meetings P2-Utility Coordination 4 1 Meetings 4 1 Peralte-Clark attendee,including travel time
8 Specifications and Estimates 44
Special Provisions P2-Specifications and Estimates 16 1 Volume 16
Quantity Calculations/Cost Estimate P2-Specifications and Estimates 24 16 Pay Items 1.5
Estimate of Construction Time P2-Specifications and Estimates 4 1 BIDE 220A Form Submissions 4
9 Project Meetings 0
Meetings with Buffalo Grove P2-Project Meetings 0 0 Meetings 0 Included in LCDOT Scope
10 Project Administration&QA/QC 42
Project Management and Administration P2-Project Admin&QAQC 23 0.05 Percentage 454 percentage of Phase II subtotal
QA/QC P2-Project Admin&QAQC 19 0.04 Percentage 454 Milestone Submittal for Overall QA/QC
11 Construction Involvement 0
3 of 10 1/6/2020
Peralte-Clark,LLC Peraltew
Section No.17-00193-08-PV: Arlington Heights Road
from IL 83 to Lake Cook Road C lark LLC
Buffalo Grove Share of Project Cost
Total Hours Assumed Assumed Unit Assumed Hours Comments
Scope# Scope Item CECS Item Quantity Per Unit
Construction Shop Drawing Reviews P2-Construction Involvement 0 0 Shop Drawing Reviews 0
Construction RFI's P2-Construction Involvement 0 0 RFI Responses 0
Construction Meetings Including Punch List Meeting P2-Construction Involvement 0 0 Meetings 0
4 of 10 1/6/2020
HR Green,Inc.
Section No.17-00193-08-PV: Arlington Heights Road UIUIUIUI
from IL 83 to Lake Cook Road ��I��IIIIIIU�Vif
Buffalo Grove Share of Project Cost
Total Hours Assumed Assumed Unit Assumed Hours Comments
Scope# Scope Item CECS Item Quantity Per Unit
Phase 1
2 Field Survey Work 94
Topographic Survey P1-Survey 62 1 Lump Sum 62
Base Mapping P1-Survey 32 1 Lump Sum 32
4 Roadway Drainage 24
Preliminary Drainage Evaulation P1-Roadway Drainage 8 1 Lump Sum 8
Existing Drainage Plan P1-Roadway Drainage 12 2 sheets 6
Discipline Specific CA/QC P1-Roadway Drainage 4 1 Lump Sum 4
12 Project Design Coordination Meetings 0
Meetings with Buffalo Grove P1-Project Meetings 0 0 Meetings 0 Included in LCDOT scope
13 Project Administration&QA/QC 6
General Project Administration P1 Project Admin&QAQC 6 0.05 Percentage 118
CA/QC of Milestone Submittals-Peralte-Clark only P1-Project Admin&QAQC 0 ISubmittals
Phase 2
4 Roadway Drainage Plans and Permitting 69
outlet evaluation P2-Drainage Plans 4 1 each 4
storm sewer design and inlet spacing P2-Drainage Plans 8 1 Lump Sum 8
Drainage Related General Notes P2-Drainage Plans 2 1 sheets 2
Schedule of Quantities-drainage removal items only P2-Drainage Plans 4 1 sheets 4
Drainage Removal Plans-no sheets-cross hatching in base P2-Drainage Plans 4 1 sheets 4
Drainage Plan and Profiles(1"=20')-11 hrs/sheet P2-Drainage Plans 22 2 sheets 11
Design of Rain Garden P2-Drainage Plans 0 1 each 0
Miscellaneous Drainage Details-10 hrs/sheet P2-Drainage Plans 4 1 sheets 4
Cross-Sections-Coordinate and provide alignments and profiles of storm sewer P2-Drainage Plans 4 1 Lump Sum 4
Existing Storm Sewer Quantities-2 hrs per PnP Sheet P2-Drainage Plans 2 1 sheets 2
Storm Sewer Quantities-2 hrs per PnP Sheet P2-Drainage Plans 4 2 sheets 2
Lake County SMC Permit Submittal P2-Drainage Plans 4 1 Lump Sum 4 No separate submittal. Included with LCDOT SMC permitting.
LDTM P2-Drainage Plans 4 1 Lump Sum 4 No separate submittal. Included with LCDOT SMC permitting.
Discipline Specific CA/QC P2-Drainage Plans 3 0.04 Percentage 66
8 Specifications and Estimates 9
Special Provisions-Drainage P2-Specifications and Estimates 4 1 Volume 4
Quantity Calculations/Cost Estimate P2-Specifications and Estimates 4 1 Pay Items 4
Estimate of Construction Time P2-Specifications and Estimates 0
Discipline Specific CA/QC P2-Specifications and Estimates 1 0.04 Percentage 8
9 Project Design Coordination Meetings 0
Meetings with Buffalo Grove P2-Project Meetings 0 3 Meetings 0 Included in LCDOT scope
5 of 10 1/6/2020
HR Green,Inc.
Section No.17-00193-08-PV: Arlington Heights Road UIUIUIUI
from IL 83 to Lake Cook Road ��I��IIIIIIU�Vif
Buffalo Grove Share of Project Cost
Total Hours Assumed Assumed Unit Assumed Hours Comments
Scope# Scope Item CECS Item Quantity Per Unit
10 Project Administration&QA/QC 4
General Project Administration P2-Project Admin&QAQC 4 0.05 Percentage 78 Percentage of Phase II subtotal
CA/QC of Milestone Submittals-Peralte-Clark only P2-Project Admin&QAQC 0 0 Percentage 78 Milestone Submittal for Overall QA/QC
11 Construction Involvement 0
Construction Shop Drawing Reviews P2-Construction Involvement 0 0 Shop Drawing Reviews 0
Construction RFI's P2-Construction Involvement 0 0 RFI Responses 0
6 of 10 1/6/2020
HBK Engineering, LLC
Section No. 17-00193-08-PV: Arlington Heights Road
from IL 83 to Lake Cook Road hbk
Buffalo Grove Share of Project Cost y (3"I , I f" f "
Total Hours Assumed Assumed Assumed Comments
Scope# Scope Item CECS Item Quantity Unit Hours Per
Phase 1
10 Utility Coordination 20
Initial Coordination/ Data Collection P1 - Utility Coordination 4
Utility Locating (SUE D and B) P1 - Utility Coordination 6
Utility Data Base Mapping P1 - Utility Coordination 6
Preliminary Design Coordination P1 - Utility Coordination 4
Phase 2
9 Utility Coordination 24
Final Design Coordination P2 - Utility Coordination 24
Huff Huff, Inc.
Section No.17-00193-08-PV: Arlington Heights Road
from IL 83 to Lake Cook Road ,
Buffalo Grove Share of Project Cost ����
Total Hours Assumed Assumed Unit Assumed Hours Comments
Scope# �Scopeltem CECS Item Quantity Per Unit
Phase 1
13 Environmental Surveys,Analysis and Coordination 58
Preliminary Environmental Site Assessment P1-Environmental 36 1 Lump Sum 36
Wetland/Surface Waters Delineation P1-Environmental 4 1 Lump Sum 4
Wetland Report P1-Environmental 4 1 Lump Sum 4
Environmental Due Diligence P1-Environmental 6 1 Lump Sum 6
ESR Submittal P1-Environmental 4 1 Lump Sum 4
P1-Environmental 0 1 Lump Sum
P1-Environmental 0 1 Lump Sum
Discipline Specific QA/QC P1-Project Admin&QAQC 4 1 Included 4
Phase 2
3 Environmental Surveys,Analysis and Coordination 61
USACE Section 404 Permitting P2-Environmental 2 1 Lump Sum 2
Lake County SMC Permitting P2-Environmental 4 1 Lump Sum 4
Biological Clearances P2-Environmental 0 Lump Sum
Archeological Review P2-Environmental 0 Lump Sum
PSI and CCDD P2-Environmental 51 1 Lump Sum 51
Discipline Specific QA/QC P2-Project Admin&QAQC 4 1 Lump Sum 4
13 Project Administration&QA/QC 4
General Project Administration P2-Project Admin&QAQC 41 1 Lump Sum 4
QA/QC of Milestone Submittals-Peralte-Clark only P2-Project Admin&QAQC 0
8 of 10 1/6/2020
nc.
Section No.17-00193 08-PV:I Arlington Heights Road 1 P9�1tf I ■
from IL 83 to Lake Cook Road g T
Hnguneerin0 Inspeclilon • Testing
Buffalo Grove Share of Project Cost
Total Hours Assumed Assumed Unit Assumed Hours Comments
Scope# Scope Item CECS Item Quantity Per Unit
Phase 1
14 Geotechnical Investigation 24
Field Work P1-Geotechnical Investigation 10 1 Lump Sum 10
Geotech Report P1-Geotechnical Investigation 14 1 Lump Sum 14
9 of 10 1/6/2020
Singh+Associates, Inc.
Section No.17-00193-08-PV: Arlington Heights Road
from IL 83 to Lake Cook Road Spal
N G H
Buffalo Grove Share of Project Cost
Total Hours Assumed Assumed Unit Assumed Hours Comments
Scope# �Scopeltem CECS Item Quantity Per Unit
Phase 1
1 Data Collection,Compilation,Review and Evaluation 2
Initial Field Review with photo log P1-Data Collection 2 2 people 1 Site Visit for verification and photo log
15 Preliminary Roadway Lighting 4
Photometric Study of Existing Lighting System P1-Lighting 1 1 Lump Sum 1
Photometric Study of LED Retrofit P1-Lighting 1 1 Lump Sum 1
White Paper outlining findings P1-Lighting 2 1 Lump Sum 2
10 of 10 1/6/2020
EXHIBIT A-DESIGN ENGINEERING
Peralte-Clark,LLC
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/county) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 200:00%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 14.5%JDL+R(DL)+OH(DL)+IHDCJ
Fixed Fee 2 14.5%J(2.3+R)DL+IHDCJ
Specific Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee Classification
In-House
Man- Payroll Payroll Costs Overhead Services by Outside Direct Direct Costs Fixed Fee(FF) Total
Hours Rate (DL) (OH*DL) Others(SBO) Costs (IHDC)
Phase I $ $ $ $
Task 1-Data Collection,Compilation,Review and Evaluation Principal 0 $ 70.00 $ $ - $ $
Project Manager 1 $ 70.00 $ 70.00 $ 140.00 $ 30.45 $ 240.45
Project Engineer 3 $ 57.85 $ 173.55 $ 347.10 $ 75.49 $ 596.14
Design Engineer 4 $ 46.35 $ 185.40 $ 370.80 $ 80.65 $ 636.85
Engineering Tech. 4 $ 36.07 $ 144.28 $ 288.56 $ 62.76 $ 495.60
Task 2-Field Survey Work Principal 0 $ 70.00 $ - $ - $ - $ -
Project Manager 1 $ 70.00 $ 70.00 $ 140.00 $ 30.45 $ 240.45
Project Engineer 1 $ 57.85 $ 57.85 $ 115.70 $ 25.16 $ 198.71
Design Engineer 0 $ 46.35 $ - $ - $ - $ -
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 3-Alternate Geometric Studies Principal 0 $ 70.00 $ $ $ $
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 4-Roadway Drainage Principal 0 $ 70.00 $ - $ - $ $
Project Manager 1 $ 70.00 $ 70.00 $ 140.00 $ 30.45 $ 240.45
Project Engineer 3 $ 57.85 $ 173.55 $ 347.10 $ 75.49 $ 596.14
Design Engineer 2 $ 46.35 $ 92.70 $ 185.40 $ 40.32 $ 318.42
Engineering Tech. 2 $ 36.07 $ 72.14 $ 144.28 $ 31.38 $ 247.80
Task 5-Retaining Wall Design Principal 0 $ 70.00 $ - $ - $ - $ -
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 6-Traffic Maintenance Analysis Principal 0 $ 70.00 $ $ $ $
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 7-Utility Coordination Principal 0 $ 70.00 $ $ $ $
BLR 05611(Rev.11/09/17)
Printed on 1/6/2020 1 of 4
EXHIBIT A-DESIGN ENGINEERING
Peralte-Clark,LLC
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/county) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 200:00%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 14.5%JDL+R(DL)+OH(DL)+IHDCJ
Fixed Fee 2 14.5%J(2.3+R)DL+IHDCJ
Specific Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee Classification
In-House
Man- Payroll Payroll Costs Overhead Services by Outside Direct Direct Costs Fixed Fee(FF) Total
Hours Rate (DL) (OH*DL) Others(SBO) Costs (IHDC)
Project Manager 2 $ 70.00 $ 140.00 $ 280.00 $ 60.90 $ 480.90
Project Engineer 0 $ 57.85 $ - $ - $ - $ -
Design Engineer 2 $ 46.35 $ 92.70 $ 185.40 $ 40.32 $ 318.42
Engineering Tech. 0 $ 36.07 $ - $ - $ - $ -
Task 8-Intersection Design Studies&ADA Design Principal 0 $ 70.00 $ $ $ $
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 9-Environmental Surveys,Analysis and Coordination Principal 0 $ 70.00 $ $ - $ $
Project Manager 2 $ 70.00 $ 140.00 $ 280.00 $ 60.90 $ 480.90
Project Engineer 2 $ 57.85 $ 115.70 $ 231.40 $ 50.33 $ 397.43
Design Engineer 0 $ 46.35 $ - $ - $ - $ -
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 10-Geotechnical Investigation Principal 0 $ 70.00 $ $ - $ $
Project Manager 1 $ 70.00 $ 70.00 $ 140.00 $ 30.45 $ 240.45
Project Engineer 1 $ 57.85 $ 57.85 $ 115.70 $ 25.16 $ 198.71
Design Engineer 0 $ 46.35 $ - $ - $ - $ -
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 11-Preliminary Roadway Lighting Principal 0 $ 70.00 $ $ - $ $
Project Manager 2 $ 70.00 $ 140.00 $ 280.00 $ 60.90 $ 480.90
Project Engineer 2 $ 57.85 $ 115.70 $ 231.40 $ 50.33 $ 397.43
Design Engineer 0 $ 46.35 $ - $ - $ - $ -
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 12-Project Meetings Principal 0 $ 70.00 $ $ $ $
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ - $ $
Task 13-Project Administration and QA/QC Principal 2 $ 70.00 $ 140.00 $ 280.00 $ 60.90 $ 480.90
Project Manager 2 $ 70.00 $ 140.00 $ 280.00 $ 60.90 $ 480.90
Project Engineer 0 $ 57.85 $ - $ - $ - $ -
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
BLR 05611(Rev.11/09/17)
Printed on 1/6/2020 2 of 4
EXHIBIT A-DESIGN ENGINEERING
Peralte-Clark,LLC
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/county) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 200:00%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 14.5%JDL+R(DL)+OH(DL)+IHDCJ
Fixed Fee 2 14.5%J(2.3+R)DL+IHDCJ
Specific Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee Classification
In-House
Man- Payroll Payroll Costs Overhead Services by Outside Direct Direct Costs Fixed Fee(FF) Total
Hours Rate (DL) (OH*DL) Others(SBO) Costs (IHDC)
Phase II $ $ $ $
Task 1-Supplemental Field Survey and Plat of Highways Prep. Principal 0 $ 70.00 $ $ $ $
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 2-Environmental Surveys,Analysis and Coordination Principal 0 $ 70.00 $ $ - $ $ -
Project Manager 4 $ 70.00 $ 280.00 $ 560.00 $ 121.80 $ 961.80
Project Engineer 4 $ 57.85 $ 231.40 $ 462.80 $ 100.66 $ 794.86
Design Engineer 0 $ 46.35 $ - $ - $ - $ -
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 3-Roadway Plans Principal 0 $ 70.00 $ $ - $ $
Project Manager 36 $ 70.00 $ 2,520.00 $ 5,040.00 $ 1,096.20 $ 8,656.20
Project Engineer 90 $ 57.85 $ 5,206.50 $ 10,413.00 $ 2,264.83 $ 17,884.33
Design Engineer 100 $ 46.35 $ 4,635.00 $ 9,270.00 $ 2,016.23 $ 15,921.23
Engineering Tech. 124 $ 36.07 $ 4,472.68 $ 8,945.36 $ 1,945.62 $ 15,363.66
Task 4-Roadway Drainage Plans and Permitting Principal 0 $ 70.00 $ - $ - $ - $ -
Project Manager 3 $ 70.00 $ 210.00 $ 420.00 $ 91.35 $ 721.35
Project Engineer 3 $ 57.85 $ 173.55 $ 347.10 $ 75.49 $ 596.14
Design Engineer 6 $ 46.35 $ 278.10 $ 556.20 $ 120.97 $ 955.27
Engineering Tech. 0 $ 36.07 $ - $ - $ - $ -
Task 5-Retaining Wall Design Principal 0 $ 70.00 $ $ $ $
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 6-Erosion Control Plans and SWPPP Plan Preparation Principal 0 $ 70.00 $ $ - $ $
Project Manager 2 $ 70.00 $ 140.00 $ 280.00 $ 60.90 $ 480.90
Project Engineer 6 $ 57.85 $ 347.10 $ 694.20 $ 150.99 $ 1,192.29
Design Engineer 10 $ 46.35 $ 463.50 $ 927.00 $ 201.62 $ 1,592.12
Engineering Tech. 18 $ 36.07 $ 649.26 $ 1,298.52 $ 282.43 $ 2,230.21
Task 7-Utility Coordination Principal 0 $ 70.00 $ - $ - $ - $ -
Project Manager 2 $ 70.00 $ 140.00 $ 280.00 $ 60.90 $ 480.90
BLR 05611(Rev.11/09/17)
Printed on 1/6/2020 3 of 4
EXHIBIT A-DESIGN ENGINEERING
Peralte-Clark,LLC
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/county) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 200:00%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 14.5%JDL+R(DL)+OH(DL)+IHDCJ
Fixed Fee 2 14.5%J(2.3+R)DL+IHDCJ
Specific Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee Classification
In-House
Man- Payroll Payroll Costs Overhead Services by Outside Direct Direct Costs Fixed Fee(FF) Total
Hours Rate (DL) (OH*DL) Others(SBO) Costs (IHDC)
Project Engineer 2 $ 57.85 $ 115.70 $ 231.40 $ 50.33 $ 397.43
Design Engineer 0 $ 46.35 $ - $ - $ - $ -
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 8-Specifications and Estimates Principal 0 $ 70.00 $ $ - $ - $ -
Project Manager 4 $ 70.00 $ 280.00 $ 560.00 $ 121.80 $ 961.80
Project Engineer 18 $ 57.85 $ 1,041.30 $ 2,082.60 $ 452.97 $ 3,576.87
Design Engineer 10 $ 46.35 $ 463.50 $ 927.00 $ 201.62 $ 1,592.12
Engineering Tech. 12 $ 36.07 $ 432.84 $ 865.68 $ 188.29 $ 1,486.81
Task 9-Project Meetings Principal 0 $ 70.00 $ - $ - $ - $ -
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ - $ $
Task 10-Project Administration and QA/QC Principal 21 $ 70.00 $ 1,470.00 $ 2,940.00 $ 639.45 $ 5,049.45
Project Manager 21 $ 70.00 $ 1,470.00 $ 2,940.00 $ 639.45 $ 5,049.45
Project Engineer 0 $ 57.85 $ - $ - $ - $ -
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
Task 11-Construction Involvement Principal 0 $ 70.00 $ $ $ $
Project Manager 0 $ 70.00 $ $ $ $
Project Engineer 0 $ 57.85 $ $ $ $
Design Engineer 0 $ 46.35 $ $ $ $
Engineering Tech. 0 $ 36.07 $ $ $ $
Direct Costs $ 1,110.00 $ 290.00 $ 42.05 $ 1,442.05
Subonconsultants
HR Green $ 30,507.44 $ - $ 30,507.44
HBK Engineering $ 5,796.57 $ $ 5,796.57
Huff&Huff $ 16,184.44 $ $ 16,184.44
Interra $ 11,045.23 $ $ 11,045.23
Singh&Associates $ 943.14 $ $ 943.14
Totals 536 1 $ 27,281.85 $ 54,563.70 $ 64,476.82 $ 1,110.00 $ 290.00 $ 11,909.65 $159,632.02
BLR 05611(Rev.11/09/17)
Printed on 1/6/2020 4 of 4
Illinois Department
of Transportation Direct Costs Check Sheet
COMPANY NAME: Peralte-Clark,LLC
...............................................................................................................................................................................................................................................
PTB NUMBER:Arlington Heights Road-Buffalo Grove Jursidiction
...............................................................................................................................................................................................................................................
TODAY'S DATE: 1/5/2020
...............................................................................................................................................................................................................................................
II mlu m i um»ouuuou u i u u uuuuu uuuuuuu u u II I II I uu u II I l I W I I I I,t
.... LIIII nn .,IIII.. I M1¶ nn IIII I i � jl j II�III I I�II10111
I u �uil u I 1
V I W
Per Diem (per GOVERNORS TRAVEL CONTROL
(P ' Up to state rate maximum $0.00 $0.00
BOARD) '
Lodging Actual cost(Up to state rate maximum) $0.00 $0.00
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Lodging Taxes and Fees Actual cost $0.00 $0.00
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Air Fare Coach rate,actual cost,requires minimum two weeks'notice, $0.00 $0.00
with prior IDOT approval
Vehicle Mileage(per GOVERNOR'S TRAVEL CONTROLBOARD) Up to state rate maximum 500 $0 580 $290.00
Vehicle Owned or Leased I$32.50/half day(4 hours or less)or$65/full day I I $65.001 $0.00
Vehicle Rental Actual cost(Up to$55/day) 2 $55 00 $110.00
Tolls IActual cost I I $0.001 $0.00
Parking Actual cost $0.00 $0.00
Overtime Premium portion(Submit supporting documentation) 1 $0.001 $0.00
Shift Differential Actual cost(Based on firm's policy) $0.00 $0.00
Overnight Delivery/Postage/Courier Service Actual cost(Submit supporting documentation) 1 5 1 $45.001 $225.00
Copies of Deliverables/Mylars(In-house) Actual cost(Submit supporting documentation) $0.00 $0.00
Copies of Deliverables/Mylars(Outside) Actual cost(Submit supporting documentation) 1 2,500 1 $0.31� $775.00
Project Specific Insurance Actual cost $0.00 $0.00
Monuments(Permanent) IActual cost $0.001 $0.00
Photo Processing Actual cost $0.00 $0.00
2-Way Radio(Survey or Phase III Only) IActual cost I I $0.001 $0.00
Telephone Usage(Traffic System Monitoring Only) Actual cost $0.00 $0.00
CADD IActual cost(Max$15/hour) I I $0.001 $0.00
Web Site Actual cost(Submit supporting documentation) $0.00 $0.00
Advertisements Actual cost(Submit supporting documentation) 1 $0.001 $0.00
Public Meeting Facility Rental Actual cost(Submit supporting documentation) $0.00 $0.00
Public Meeting Exhibits/Renderings&Equipment Actual cost(Submit supporting documentation) 1 $0.001 $0.00
Recording Fees Actual cost $0.00 $0.00
Transcriptions(specific to project) Actual cost 1 $0.001 $0.00
Courthouse Fees Actual cost $0.00 $0.00
Storm Sewer Cleaning and Televising Actual cost(Requires 2-3 quotes with IDOT approval) 1 $0.001 $0.00
Traffic Control and Protection Actual cost(Requires 2-3 quotes with IDOT approval) $0.00 $0.00
Aerial Photography and Mapping IActual cost(Requires 2-3 quotes with IDOT approval) I I $0.001 $0.00
Utility Exploratory Trenching Actual cost(Requires 2-3 quotes with IDOT approval) $0.00 $0.00
Testing of Soil Samples* IActual cost I I $0.001 $0.00
Lab Services* Actual cost(Provide breakdown of each cost) $0.00 $0.00
Equipment and/or Specialized Equipment Rental* Actual cost(Requires 2-3 quotes with IDOT approval) 1 $0.001 $0.00
$0.00 $0.00
I I I $0.001 $0.00
$0.00 $0.00
I I I $0.001 $0.00
$0.00 $0.00
I I I $0.001 $0.00
$0.00 $0.00
I I I $0.001 $0.00
$0 00 $0.00
$0.001 $0.00
*If other allowable costs are needed and not listed,please add in the above spaces provided.
LEGEND
W.O.=Work Order
PRINTED 1/6/2020 BIDE 436(Rev.02/02/17)
EXHIBIT A-DESIGN ENGINEERING
HR Green,Inc.
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/County) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 167.79%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 ❑X 14.5%(DL+R(DL)+OH(DL)+IHDCJ
Fixed Fee 2 14.5%((2.3+R)DL+IHDCJ
Specitic Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee Classification
Man- Payroll Payroll Costs Overhead Services by Outside Direct In-House
Hours Rate (DL) (OH*DL) Others(SBO) Costs Direct Costs Fixed Fee(FF) Total
(IHDC)
1.2 Field Survey Oper Mgr Survey 2 $ 70.00 $ 140.00 $ 234.91 $ 100.00 $ 174.00 $ 79.59 $ 728.50
Project LS 2 15 $ 55.40 $ 831.00 $ 1,394.33 $ 322.67 $ 2,548.01
Project LS 1 47 $ 44.30 $ 2,082.10 $ 3,493.56 $ 808.47 $ 6,384.13
Staff LS 2 30 $ 34.80 $ 1,044.00 $ 1,751.73 $ 405.38 $ 3,201.11
1.4 Roadway Drainage Senior Proj Mgr 0 $ 70.00 $ - $ - $ - $ -
Senior Engineer 4 $ 70.00 $ 280.00 $ 469.81 $ 108.72 $ 858.53
Project Manager 0 $ 57.20 $ - $ - $ - $
Lead Engineer 4 $ 62.70 $ 250.80 $ 420.82 $ 97.38 $ 769.00
Project Engineer 2 0 $ 45.92 $ - $ - $ - $ -
Project Engineer 1 12 $ 37.66 $ 451.92 $ 758.28 $ 175.48 $ 1,385.68
Staff Engineer 2 0 $ 33.29 $ - $ - $ - $ -
Staff Engineer 1 0 $ 29.84 $ - $ - $ - $ -
Engineering Tech. 4 $ 38.90 $ 155.60 $ 261.08 $ 60.42 $ 477.10
Project Coordinator 0 $ 27.78 $ - $ - $ - $ -
1.12 Design Coordination Meetings Senior Proj Mgr 0 $ 70.00 $ $ $ 58.00 $ 8.41 $ 66.41
Senior Engineer 0 $ 70.00 $ $ $ - $ -
Project Manager 0 $ 57.20 $ $ $ $
Lead Engineer 0 $ 62.70 $ $ $ $
Project Engineer 2 0 $ 45.92 $ $ $ $
Project Engineer 1 0 $ 37.66 $ $ $ $
Staff Engineer 2 0 $ 33.29 $ $ $ $
Staff Engineer 1 0 $ 29.84 $ $ $ $
Engineering Tech. 0 $ 38.90 $ $ $ $
Project Coordinator 0 $ 27.78 $ $ $ $
1.13 Project Administration and QA/QC Senior Proj Mgr 0 $ 70.00 $ $ - $ $
Senior Engineer 6 $ 70.00 $ 420.00 $ 704.72 $ 163.08 $ 1,287.80
Project Manager 1 0 $ 57.20 $ - $ $ - $ -
BLR 05611(Rev.11/09/17)
Printed on 1/6/2020 1 of 4
EXHIBIT A-DESIGN ENGINEERING
HR Green,Inc.
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/County) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 167.79%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 ❑X 14.5%(DL+R(DL)+OH(DL)+IHDCJ
Fixed Fee 2 14.5%((2.3+R)DL+IHDCJ
Specitic Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee Classification
Man- Payroll Payroll Costs Overhead Services by Outside Direct In-House
Hours Rate (DL) (OH*DL) Others(SBO) Costs Direct Costs Fixed Fee(FF) Total
(IHDC)
Lead Engineer 0 $ 62.70 $ $ $ $
Project Engineer 2 0 $ 45.92 $ $ $ $
Project Engineer 1 0 $ 37.66 $ $ $ $
Staff Engineer 2 0 $ 33.29 $ $ $ $
Staff Engineer 1 0 $ 29.84 $ $ $ $
Engineering Tech. 0 $ 38.90 $ $ $ $
Project Coordinator 0 $ 27.78 $ $ - $ $
2.4 Roadway Drainage Senior Proj Mgr 4 $ 70.00 $ 280.00 $ 469.81 $ 29.00 $ 112.93 $ 891.74
Senior Engineer 10 $ 70.00 $ 700.00 $ 1,174.53 $ 271.81 $ 2,146.34
Project Manager 20 $ 57.20 $ 1,144.00 $ 1,919.52 $ 444.21 $ 3,507.73
Lead Engineer 0 $ 62.70 $ - $ - $ - $ -
Project Engineer 2 0 $ 45.92 $ - $ - $ - $ -
Project Engineer 1 21 $ 37.66 $ 790.86 $ 1,326.98 $ 307.09 $ 2,424.93
Staff Engineer 2 0 $ 33.29 $ - $ - $ - $ -
Staff Engineer 1 0 $ 29.84 $ - $ - $ - $ -
Engineering Tech. 10 $ 38.90 $ 389.00 $ 652.70 $ 151.05 $ 1,192.75
Project Coordinator 4 $ 27.78 $ 111.12 $ 186.45 $ 43.15 $ 340.72
2.8 Specifications and Estimates Senior Proj Mgr 0 $ 70.00 $ - $ - $ - $ -
Senior Engineer 0 $ 70.00 $ - $ - $ - $ -
Project Manager 5 $ 57.20 $ 286.00 $ 479.88 $ 111.05 $ 876.93
Lead Engineer 0 $ 62.70 $ - $ - $ - $ -
Project Engineer 2 0 $ 45.92 $ - $ - $ - $ -
Project Engineer 1 4 $ 37.66 $ 150.64 $ 252.76 $ 58.49 $ 461.89
Staff Engineer 2 0 $ 33.29 $ - $ - $ - $ -
Staff Engineer 1 0 $ 29.84 $ $ $ $
Engineering Tech. 0 $ 38.90 $ $ $ $
Project Coordinator 0 $ 27.78 $ $ $ $
2.9 Project Design and Coordination Mtg ISenior Proj Mgr 1 0 $ 70.00 $ $ $ 87.00 1 $ 12.62 $ 99.62
BLR 05611(Rev.11/09/17)
Printed on 1/6/2020 2 of 4
EXHIBIT A-DESIGN ENGINEERING
HR Green,Inc.
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/County) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 167.79%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 ❑X 14.5%(DL+R(DL)+OH(DL)+IHDCJ
Fixed Fee 2 14.5%((2.3+R)DL+IHDCJ
Specitic Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee Classification
Man- Payroll Payroll Costs Overhead Services by Outside Direct In-House
Hours Rate (DL) (OH*DL) Others(SBO) Costs Direct Costs Fixed Fee(FF) Total
(IHDC)
Senior Engineer 0 $ 70.00 $ $ $ $
Project Manager 0 $ 57.20 $ $ $ $
Lead Engineer 0 $ 62.70 $ $ $ $
Project Engineer 2 0 $ 45.92 $ $ $ $
Project Engineer 1 0 $ 37.66 $ $ $ $
Staff Engineer 2 0 $ 33.29 $ $ $ $
Staff Engineer 1 0 $ 29.84 $ $ $ $
Engineering Tech. 0 $ 38.90 $ $ $ $
Project Coordinator 0 $ 27.78 $ $ $ $
2.10 Project Administration and QA/QC Senior Proj Mgr 0 $ 70.00 $ $ - $ $
Senior Engineer 4 $ 70.00 $ 280.00 $ 469.81 $ 108.72 $ 858.53
Project Manager 0 $ 57.20 $ - $ - $ - $ -
Lead Engineer 0 $ 62.70 $ $ $ $
Project Engineer 2 0 $ 45.92 $ $ $ $
Project Engineer 1 0 $ 37.66 $ $ $ $
Staff Engineer 2 0 $ 33.29 $ $ $ $
Staff Engineer 1 0 $ 29.84 $ $ $ $
Engineering Tech. 0 $ 38.90 $ $ $ $
Project Coordinator 0 $ 27.78 $ $ $ $
2.11 Construction Involvement Senior Proj Mgr 0 $ 70.00 $ $ $ $
Senior Engineer 0 $ 70.00 $ $ $ $
Project Manager 0 $ 57.20 $ $ $ $
Lead Engineer 0 $ 62.70 $ $ $ $
Project Engineer 2 0 $ 45.92 $ $ $ $
Project Engineer 1 0 $ 37.66 $ $ $ $
Staff Engineer 2 0 $ 33.29 $ $ $ $
Staff Engineer 1 0 $ 29.84 $ $ $ $
Engineering Tech. t 0 $ 38.90 $ $ $ $
BLR 05611(Rev.11/09/17)
Printed on 1/6/2020 3 of 4
EXHIBIT A-DESIGN ENGINEERING
HR Green,Inc.
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/County) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 167.79%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 ❑X 14.5%(DL+R(DL)+OH(DL)+IHDCJ
Fixed Fee 2 14.5%((2.3+R)DL+IHDCJ
Specitic Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee Classification
Man- Payroll Payroll Costs Overhead Services by Outside Direct In-House
Hours Rate (DL) (OH*DL) Others(SBO) Costs Direct Costs Fixed Fee(FF) Total
(IHDC)
Project Coordinator 0 $ 27.78 $ - $ - $ - $
Totals 206 1 1 $ 9,787.04 1 5 16,421.67 1 1 $ 100.00 1 $ 348.00 1 $ 3,850.72 $ 30,507.44
BLR 05611(Rev.11/09/17)
Printed on 1/6/2020 4 of 4
Illinois Department
of Transportation Direct Costs Check Sheet
COMPANY NAME: HR Green,Inc.
...............................................................................................................................................................................................................................................
PTB NUMBER:Arlington Heights Road-Buffalo Grove Jurisdiction
...............................................................................................................................................................................................................................................
TODAY'S DATE: 1/5/2020
...............................................................................................................................................................................................................................................
II mlu m i um»ouuuou u i u u uuuuu uuuuuuu u u II I II I uu u II I l I W I I I I,t
.... LIIII nn .,IIII.. I M1¶ nn IIII I i � jl j II�III I I�II10111
I u �uil u I 1
V I W
Per Diem (per GOVERNORS TRAVEL CONTROL
(P ' Up to state rate maximum $0.00 $0.00
BOARD) '
Lodging Actual cost(Up to state rate maximum) $0.00 $0.00
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Lodging Taxes and Fees Actual cost $0.00 $0.00
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Air Fare Coach rate,actual cost,requires minimum two weeks'notice, $0.00 $0.00
with prior IDOT approval
Vehicle Mileage(per GOVERNOR'S TRAVEL CONTROLBOARD) Up to state rate maximum 600 $0 580 $348.00
Vehicle Owned or Leased I$32.50/half day(4 hours or less)or$65/full day I I $0.001 $0.00
Vehicle Rental Actual cost(Up to$55/day) $0.00 $0.00
Tolls IActual cost I I $0.001 $0.00
Parking Actual cost $0.00 $0.00
Overtime Premium portion(Submit supporting documentation) 1 $0.001 $0.00
Shift Differential Actual cost(Based on firm's policy) $0.00 $0.00
Overnight Delivery/Postage/Courier Service Actual cost(Submit supporting documentation) 1 $20.001 $0.00
Copies of Deliverables/Mylars(In-house) Actual cost(Submit supporting documentation) $0.00 $0.00
Copies of Deliverables/Mylars(Outside) Actual cost(Submit supporting documentation) 1 $40.001 $0.00
Project Specific Insurance Actual cost $0.00 $0.00
Monuments(Permanent) IActual cost 1 $5.001 $0.00
Photo Processing Actual cost $0.00 $0.00
2-Way Radio(Survey or Phase III Only) IActual cost I I $0.001 $0.00
Telephone Usage(Traffic System Monitoring Only) Actual cost $0.00 $0.00
CADD IActual cost(Max$15/hour) I I $0.001 $0.00
Web Site Actual cost(Submit supporting documentation) $0.00 $0.00
Advertisements Actual cost(Submit supporting documentation) 1 $0.001 $0.00
Public Meeting Facility Rental Actual cost(Submit supporting documentation) $0.00 $0.00
Public Meeting Exhibits/Renderings&Equipment Actual cost(Submit supporting documentation) 1 $0.001 $0.00
Recording Fees Actual cost 1 $100 00 $100.00
Transcriptions(specific to project) Actual cost $0.00� $0.00
Courthouse Fees Actual cost $0.00 $0.00
Storm Sewer Cleaning and Televising Actual cost(Requires 2-3 quotes with IDOT approval) $0.001 $0.00
Traffic Control and Protection Actual cost(Requires 2-3 quotes with IDOT approval) $0.00 $0.00
Aerial Photography and Mapping IActual cost(Requires 2-3 quotes with IDOT approval) I I $0.001 $0.00
Utility Exploratory Trenching Actual cost(Requires 2-3 quotes with IDOT approval) $0.00 $0.00
Testing of Soil Samples* IActual cost I I $0.001 $0.00
Lab Services* Actual cost(Provide breakdown of each cost) $0.00 $0.00
Equipment and/or Specialized Equipment Rental* Actual cost(Requires 2-3 quotes with IDOT approval) 1 $0.001 $0.00
$0.00 $0.00
I I I $0.001 $0.00
$0.00 $0.00
I I I $0.001 $0.00
$0.00 $0.00
I I I $0.001 $0.00
$0.00 $0.00
I I I $0.001 $0.00
$0 00 $0.00
$0.001 $0.00
*If other allowable costs are needed and not listed,please add in the above spaces provided.
LEGEND
W.O.=Work Order
PRINTED 1/6/2020 BIDE 436(Rev.02/02/17)
EXHIBIT A-DESIGN ENGINEERING
HBK Engineering,LLC
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/County) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 126,79%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 ® 14.5%(DL+R(DL)+OH(DL)+IHDCJ
FIXea Fee 2 14.57o(uL+K(UL)+1.4(UL)+IHD(:J
Fixed Fee 3 14.5%((2.3+R)DL+IHDCJ
Specific Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee
se
Classification Man- Payroll Payroll Costs Overhead Services by Outside
Hours Rate (DL) (OH*DL) Others(SBO) Direc Cost Direct rect Costs
ts Fixed Fee(FF) Total
(IHDCJ
Ph.1 Util Coord PRIN 1 $ 70.00 $ 70.00 $ 88.75 $ 105.80 $ 23.02 $ 287.57
Ph.1 Util Coord SENIOR PM 1 $ 63.30 $ 63.30 $ 80.26 $ 20.82 $ 164.37
Ph.1 Util Coord PM 1 $ 58.00 $ 58.00 $ 73.54 $ 19.07 $ 150.61
Ph.1 Util Coord PROJ ENG 4 $ 45.00 $ 180.00 $ 228.22 $ 59.19 $ 467.41
Ph.1 Util Coord LOCATOR 3 4 $ 37.00 $ 148.00 $ 187.65 $ 48.67 $ 384.32
Ph.1 Util Coord LOCATOR 2 4 $ 33.00 $ 132.00 $ 167.36 $ 43.41 $ 342.77
Ph.1 Util Coord PERMIT COORD. 0 $ 33.00 $ - $ - $ - $ -
Ph.1 Util Coord ANALYST 1 $ 29.00 $ 29.00 $ 36.77 $ 9.54 $ 75.31
Ph.2 Util Coord PRIN 4 $ 70.00 $ 280.00 $ 355.01 $ 92.08 $ 727.09
Ph.2 Util Coord SENIOR PM 4 $ 63.30 $ 253.20 $ 321.03 $ 83.26 $ 657.50
Ph.2 Util Coord PM 6 $ 58.00 $ 348.00 $ 441.23 $ 114.44 $ 903.67
Ph.2 Util Coord PROJ ENG 14 $ 45.00 $ 630.00 $ 798.78 $ 207.17 $ 1,635.95
Ph.2 Util Coord LOCATOR 3 0 $ 37.00 $ - $ - $ - $ -
Ph.2 Util Coord LOCATOR 2 0 $ 33.00 $ $ $ $
Ph.2 Util Coord PERMIT COORD. 0 $ 33.00 $ $ $ $ -
Ph.2 Util Coord ANALYST 0 $ 29.00 $ $ - $ $
Totals 44 $ 2,191.50 1 $ 2,778.60 $ $ 105.80 $ $ 720.66 $ 5,796.57
BLR 05611(Rev.11/09/17)
Printed on 1/5/2020
Illinois Department
of Transportation Direct Costs Check Sheet
COMPANY NAME: HBK Engineering,LLC
...............................................................................................................................................................................................................................................
PTB NUMBER:Arlington Heights Road-Buffalo Grove Jurisdiction
...............................................................................................................................................................................................................................................
TODAY'S DATE: 1/5/2020
...............................................................................................................................................................................................................................................
II uu u m i um�ouuui u i u uuuou uuuu uuu i � i u I uI u ul I II WI W A I I It
IIII III II�����I IIIIIII IIIIIII III II I
I I IIII ..
.... LIIII nn .,IIII.. nn IIII ull ii IIVu�llll u U u�l 4 Per Diem (per GOVERNORS TRAVEL CONTROL
(P ' Up to state rate maximum $0.00 $0.00
BOARD)
Lodging Actual cost(Up to state rate maximum) $0.00 $0.00
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Lodging Taxes and Fees Actual cost $0.00 $0.00
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Air Fare Coach rate,actual cost,requires minimum two weeks'notice, $0.00 $0.00
with prior IDOT approval
Vehicle Mileage(per GOVERNOR'S TRAVEL CONTROLBOARD) Up to state rate maximum 60 $0 580 $34.80
Vehicle Owned or Leased I$32.50/half day(4 hours or less)or$65/full day I 1 I $65.00 $65.00
Vehicle Rental Actual cost(Up to$55/day) $55 00 $0.00
Tolls (Actual cost I 4 I $1.50I $6.00
Parking Actual cost 0 $25 00 $0.00
Overtime Premium portion(Submit supporting documentation) $0.001 $0.00
Shift Differential Actual cost(Based on firm's policy) $0.00 $0.00
Overnight Delivery/Postage/Courier Service Actual cost(Submit supporting documentation) 0 1 $150.00� $0.00
Copies of Deliverables/Mylars(In-house) Actual cost(Submit supporting documentation) $0.00 $0.00
Copies of Deliverables/Mylars(Outside) Actual cost(Submit supporting documentation) 0 $100.00� $0.00
Project Specific Insurance Actual cost $0.00 $0.00
Monuments(Permanent) Actual cost $0.00� $0.00
Photo Processing Actual cost $0.00 $0.00
2-Way Radio(Survey or Phase III Only) (Actual cost $0.00 $0.00
Telephone Usage(Traffic System Monitoring Only) Actual cost $0.00 $0.00
CADD (Actual cost(Max$15/hour) I I $0.00 $0.00
Web Site Actual cost(Submit supporting documentation) $0.00 $0.00
Advertisements Actual cost(Submit supporting documentation) $0.001 $0.00
Public Meeting Facility Rental Actual cost(Submit supporting documentation) $0.00 $0.00
Public Meeting Exhibits/Renderings&Equipment Actual cost(Submit supporting documentation) 1 $0.001 $0.00
Recording Fees Actual cost $0.00 $0.00
Transcriptions(specific to project) Actual cost 1 $0.001 $0.00
Courthouse Fees Actual cost $0.00 $0.00
Storm Sewer Cleaning and Televising Actual cost(Requires 2-3 quotes with IDOT approval) 1 $0.001 $0.00
Traffic Control and Protection Actual cost(Requires 2-3 quotes with IDOT approval) $0.00 $0.00
Aerial Photography and Mapping (Actual cost(Requires 2-3 quotes with IDOT approval) I I $0.001 $0.00
Utility Exploratory Trenching Actual cost(Requires 2-3 quotes with IDOT approval) $0.00 $0.00
Testing of Soil Samples* (Actual cost I I $0.001 $0.00
Lab Services* Actual cost(Provide breakdown of each cost) $0.00 $0.00
Equipment and/or Specialized Equipment Rental* Actual cost(Requires 2-3 quotes with IDOT approval) 1 $0.001 $0.00
$0.00 $0.00
$0.001 $0.00
$0.00 $0.00
$0.001 $0.00
$0.00 $0.00
$0.001 $0.00
$0.00 $0.00
$0.001 $0.00
$0 00 $0.00
$0.00 $0.00
*If other allowable costs are needed and not listed,please add in the above spaces provided.
LEGEND
W.O.=Work Order
PRINTED 1/6/2020 BIDE 436(Rev.02/02/17)
Payroll Escalation Table
W of Transporltation
�~ ~^ Fixed Raises
FIRM NAME Hvn&Huff,Inc. oxrs 1mm020
PRIM smuppLsMENT Peralte and Clark promo. --------
Comrnxcrrsmw 12 MomrHo OVERHEAD RATE 174x1m
START DATE --- 17112020� COMPLEXITY FACTOR ------ 0�
RAISE DATE ---��72020 �opnxms ---�[�%�
ESCALATION PER YEAR
u 10
~ 16.67m 85.83%
~ 1.0250
The total escalation for this project would be: 2.50%
sosous(no,.2/06)
PRINTED 1/muouo.o:oopM
pAos1
UI
11 n� I De war enit
of Tr Payroll Rates
FIRM NAME Huff& Huff, Inc. DATE 1/6/2020
PRIME/SUPPLEMENT Peralte and Clark
PTB NO.
ESCALATION FACTOR 2.50%
CLASSIFICATION CURRENT RATE ESCALATED RATE
Senior Principal $70.00 $70.00
Principal $70.00 $70.00
Associate Principal II $70.00 $70.00
Associate Principal 1 $60.26 $61.77
Senior Consultant $67.16 $68.86
Senior Geoteehnieal Consultant $62.87 $64.44
Senior Project Manager 111 $60.00 $61.50
Senior Project Manager 11 $ 5.56 $46.70
Senior Project Manager 1 $44.00 $45.10
Senior Landscape Architect $52.11 $53.41
Senior Planning FM $ 9.90 $51.15
Senior Geologist PM $ 3.33 $44.41
Senior Technical Specialist $44.64 $45.76
Senior Scientist PM 11 $46.14 $47.29
Senior Scientist PM 1 $ 2.00 $43.05
Senior Technical Scientist $39.50 $40.49
Senior CADD Specialist $33.75 $34.59
Scientist PM 11 $ 2.25 $43.31
Scientist PM 1 $31.00 $31.78
Engineer PM 1 $36.16 $37.08
Planning PM $35.15 $36.03
Architect PM $37.54 $38.48
Assistant PM Engineer 11 $39.02 $40.00
Assistant PM Engineer 1 $34.74 $35.61
Engineer 1 $3 .13 $34.98
Scientist El $26.96 $27.65
Scientist E2 $23.17 $23.75
Administrative Managers $ 0.57 $41.58
Senior Administrative Assistant $27.89 $28.59
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
BDE 025 (Rev. 2/06)
PRINTED 1/6/2020,9:03 PM
PAGE 2
ins r Cost Estimate of
Tr n
Consultant Services
(CPFF)
Firm Huff& Huff, Inc. Date 1/6/2020
Route N. Arlington Heights Road
Section N of IL83 to Thompson Ph I & II Overhead Rate 174.01%
County Lake
Job No. Complexity Factor 0
PTB & Item
Overhead In-House Outside Services % of
Item Manhours Payroll & Direct Fixed Direct By Total Grand
Fringe Benefits Costs Fee Costs Others Total
PESA 36 1,177.35 2,048.71 49.60 474.97 250.00 0.00 4,000.63 24.72%
Environmental Due
Diligence 6 219.08 381.23 0.00 87.05 0.00 0.00 687.36 4.25%
ESR Submittal 4 189.44 329.65 0.00 75.27 0.00 0.00 594.35 3.67%
Wetland delineation 4 161.95 281.81 0.00 64.35 0.00 0.00 508.10 3.14%
Wetland Report 4 161.95 281.81 0.00 64.35 0.00 0.00 508.10 3.14%
OA/OC 4 247.07 429.92 0.00 98.16 0.00 0.00 775.15 4.79%
PSI and CCDD 51 1,660.99 2,890.29 46.40 666.66 1,505.00 0.00 6,769.35 41.83%
Project OA/OC 4 213.73 371.92 0.00 84.92 0.00 0.00 670.57 4.14%
USACE Permitting 2 80.98 140.90 0.00 32.17 0.00 0.00 254.05 1.57%
Lake County SIVIC 4 204.51 355.86 0.00 81.25 0.00 0.00 641.63 3.96%
Project Admin 4 247.07 429.92 0.00 98.16 0.00 0.00 775.15 4.79%
TOTALS 123 4,564.11 7,942.02 96.00 1,827.31 1,755.00 0.00 16,184.44 100.00%
Method of Compensation:
Cost Plus Fixed Fee 1 ® 14.5%[DL + R(DL) + OH(DL) + IHDC]
Cost Plus Fixed Fee 2 0 14.5%[DL + R(DL) + 1.4(DL) + IHDC]
Cost Plus Fixed Fee 3 0 14.5%[(2.3 + R)DL + IHDC]
Specific Rate 0
Lump Sum ❑
PRINTED 1/6/2020, 9:03 PM
Page 3 BDE 025 (Rev. 2/06)
Illinois[)ertmerlt
��'ransporletlon
Average Hourly Project Rates
Route N.Arlington Heights Road
Section N of IL83 to Thompson Ph I&II
County Lake Consultant Huff&Huff,Inc. Date 1/6/2020
Job No.
PTB/Item Sheet 1 OF 2
Payroll Avg Total Project Rates PESA Environmental Due Diligence ESR Submittal Wetland delineation Wetland Report
Hourly Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd
Classification Rates Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg
Senior Principal 70.00 0
Principal 70.00 0
Associate Principal II 70.00 0
Associate Principal 1 61.77 15.5 12.60% 7.78 0.5 1.39% 0.86 1 16.67% 10.29 1 25.00% 15.44
Senior Consultant 68.86 0
Senior Geotechnical Consultant 64.44 0
Senior Project Manager 111 61.50 0
Senior Project Manager 11 46.70 2 1.63% 0.76 1 16.67% 7.78 1 25.00% 11.67
Senior Project Manager 1 45.10 2 1.63% 0.73
Senior Landscape Architect 53.41 0
Senior Planning PM 51.15 0
Senior Geologist PM 44.41 4 1 3.25% 1.44 2 5.56% 2.47
Senior Technical Specialist 45.76 0
Senior Scientist PM 11 47.29 0
Senior Scientist PM 1 43.05 0
Senior Technical Scientist 40.49 14 11.38% 4.61 2 50.00% 20.24 4 100.00% 40.49 4 100.00% 40.49
Senior CADD Specialist 34.59 6 4.88% 1.69 3 8.33% 2.88
Scientist PM 11 43.31 0
Scientist PM 1 31.78 0
Engineer PM 1 37.08 0
Planning PM 36.03 0
Architect PM 38.48 0
Assistant PM Engineer 11 40.00 0
Assistant PM Engineer 1 35.61 0
Engineer 1 34.98 37 30.08% 10.52 15 41.67% 14.58
Scientist El 27.65 41 1 33.33% 9.22 1 15 1 41.67% 11.52 4 1 66.67% 18.44
Scientist E2 23.75 0
Administrative Managers 41.58 0
Senior Administrative Assistant 28.59 1.5 1.22% 0.35 0.5 1.39% 1 0.40
0
TOTALS 123 100% $37.11 36 100% 1 $32.70 6 100% 1 $36.51 4 100% $47.36 4 100% 1 $40.49 1 4 1 100% $40.49
BDE 025(Rev.2/06)
PRINTED 1/6/2020,9:03 PM
PAGE 4
UlinTrois Deartrnen
ansportaficant
of
Average Hourly Project Rates
Route N.Arlington Heights Road
Section N of IL83 to Thompson Ph I&II
County Lake Consultant Huff&Huff,Inc. Date 1/6/2020
Job No.
PTB/Item Sheet 2 OF 2
Payroll Avg QAIQC PSI and CCDD Project QA/QC USACE Permitting Lake County SMC Project Admin
Hourly Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd
Classification Rates Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg
Senior Principal 70.00
Principal 70.00
Associate Principal II 70.00
Associate Principal I 61.77 4 100.00% 61.77 1 1.96% 1.21 2 50.00% 30.88 2 50.00% 30.88 4 100.00% 61.77
Senior Consultant 68.86
Senior Geotechnical Consultant 64.44
Senior Project Manager III 61.50
Senior Project Manager II 46.70
Senior Project Manager I 45.10 2 50.00% 22.55
Senior Landscape Architect 53.41
Senior Planning PM 51.15
Senior Geologist PM 44.41 2 3.92% 1.74
Senior Technical Specialist 45.76
Senior Scientist PM II 47.29
Senior Scientist PM I 43.05
Senior Technical Scientist 40.49 2 100.00% 40.49 2 50.00% 20.24
Senior CADD Specialist 34.59 3 5.88% 2.03
Scientist PM II 43.31
Scientist PM I 31.78
Engineer PM I 37.08
Planning PM 36.03
Architect PM 38.48
Assistant PM Engineer II 40.00
Assistant PM Engineer I 35.61
Engineer I 34.98 22 43.14% 15.09
Scientist El 27.65 22 43.14% 11.93
Scientist E2 23.75
Administrative Managers 41.58
Senior Administrative Assistant 28.59 1 1.96% 0.56
TOTALS 4 100% $61.77 51 100% 1 $32.57 4 100% $53.43 2 100% 1 $40.49 4 1 100% $51.13 4 100% 1 $61.77
BDE 025(Rev.2/06)
PRINTED 1/6/2020,9:03 PM
PAGE 5
EXHIBIT -DESIGN ENGINEERING
Interra,Inc.
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/County) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 169,82%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 ® 14.5%[DL+R(DL)+OH(DL)+IHDCJ
vixen hee Z ❑ 14.57o[UL+K(UL)+1.4(UL)+IHULJ
Fixed Fee 3 14.5%[(2.3+R)DL+IHDCJ
Specitic Rate 10%(DL+(OH-DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee
se
Classification Man- Payroll Payroll Costs Overhead Services by Outside
Hours Rate (DL) (OH*DL) Others(SBO) Direc Cost Direct rect Costs
ts Fixed Fee(FF) Total
(IHDC)
Geotechnical Staff Engineer 12 $ 29.72 $ 356.64 $ 605.65 $ 5,675.00 $ 1,742.00 $ 392.12 $ 8,771.41
Geotechnical Sr.Proj.Engineer 4 $ 50.50 $ 202.00 $ 343.04 $ - $ 79.03 $ 624.07
Geotechnical Proj.Manager 4 $ 63.50 $ 254.00 $ 431.34 $ $ 99.37 $ 784.72
Geotechnical Principal Engineer 4 $ 70.00 $ 280.00 $ 475.50 $ $ 109.55 $ 865.04
$ $ $ $
$
Totals 24.00 $ 1,092.64 1 $ 1,855.52 $ $ 5,675.00 $ 1,742.00 $ 680.07 $ 11,045.23
BLR 05611(Rev.11/09/17)
Printed on 1/5/2020
Illinois Qe�arttrt
( TI It�Pl ion Direct Costs Check Sheet
COMPANY NAME: INTERRA,Inc.
...............................................................................................................................................................................................................................................
PTB NUMBER:Arlington Heights Road-Buffalo Grove Jurisdiction
...............................................................................................................................................................................................................................................
TODAY'S DATE: 1/5/2020
...............................................................................................................................................................................................................................................
I � m mi a umuuum u m uou
II II m oluuviuuuul uuuli I u uuuluu uuuuuum I I lu I u uu u u II r A I U
II�II I Il�llu�llll I'u i llll 11 I I UI� IIII
PsIK I 11 l W
u
Mobilization of Drill Ri Actual Cost 0.50 1 000.00' 500.00
9 $ $
Utility Clearance Joint Meet IActual cost I I 0.00 I $1,000.00 $0.00
Soil drilling with augers and split-spoon sampling,0 to 50
feet depth(260 feet).4 Shelby Tubes in structure Actual Cost 1.00 $4,375.00 $4,375.00
borings
Driller standby time,hourly IActual cost 0.00 $300.00 $0.00
Traffic Control Signs Actual Cost 0.50 $1,600.000 $800.00
Traffic Control with flaggers IActual cost I I 0.00 I $2,250.00 $0.00
Moisture Content and Penetrometer Actual Cost 24.00 $18.00 $432.00
Atterberg Limits IActual Cost I I 1.00 I $140.00 $140.00
Grainsize Analysis with Hydrometer Actual cost 1.00 $190.00 $190.00
Standard Proctor IActual cost I I 1.00 I $190.00 $190.00
Unconfined Compressive Strength Actual cost 0.00 $90.00 $0.00
Illinois Bearing Ratio IActual cost I I 1.00 I $725.00 $725.00
Vehicle Days $32.50/half day(4 hours or less)or$65/full day 1.00 $65.00 $65.00
Organic Content(Wet Combustion) IActual Cost 0 $150.00 $0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
'If other allowable costs are needed and not listed,please add in the above spaces provided.
LEGEND
W.O.=Work Order
J.S.=Job Specific
PRINTED 1/6/2020 BIDE 436(Rev.02/02/17)
EXHIBIT A-DESIGN ENGINEERING
SINGH&Associates,Inc.
Route: Arlington Heights Road(V69)
Local Lake County Division of Transportation *Firm's appoved rates on file with
(Municipality/Township/County) Bureau of Accounting and Auditing:
Section: IL Route 83 to 500'South of Thompson Blvd.
Project: Buffalo Grove Jurisdiction Work Overhead Rate(OH) 147,91%
Job No: TBD Complexity Factor(R) 0.00
Calendar Days
Cost Plus Fixed Fee Methods of Compensation:
Fixed Fee 1 ® 14.5%(DL+R(DL)+OH(DL)+IHDCJ
Fixed tree z 14.5%(DL+K(DL)+1.4(DL)+IHDCJ
Fixed Fee 3 14.5%[(2.3+R)DL+IHDC]
Specific Rate 30%(DL+(OH{DL))
Lump Sum
Cost Estimate of Consultant's Services in Dollars
Element of Work Employee
In-House
Classification Man- Payroll Payroll Costs Overhead Services by Outside
Hours Rate (DL) (OH*DL) Others(SBO) Direct Cost Direct Costs Fixed Fee(FF) Total
(IHDCJ
Lighting Assesment Engineer IV 2 $ 59.25 $ 118.50 $ 175.27 $ 42.60 $ 336.37
Lighting Assesment Engineerlll 4 $ 53.44 $ 213.76 $ 316.17 $ 76.84 $ 606.77
Totals 6.00 $ 332.26 $ 491.45 $ $ $ $ 119.44 $ 943.14
BLR 05611(Rev.11/09/17)
Printed on 01/05/2020