HomeMy WebLinkAbout6. NEW BUSINESS 03/06/2007
MEMORANDUM
Village of Mount Prospect
Community Development Department
Mount Prospect
TO:
MICHAEL E. JANONIS, VILLAGE MANAGER
FROM:
DIRECTOR OF COMMUNITY DEVELOPMENT
DATE:
MARCH 2, 2007
SUBJECT:
PZ-02-07 - 1) Amend Ord. 3831: buildings may be located in accord
14.2104 (current I1 District Bulk Regulations)
2) Amend Ord. 3831: allow more than 75% lot coverage for an individual lot,
entire Lake Center Plaza development shall not exceed 75% lot coverage ove
LAKE CENTER PLAZA
THE ALTER GROUP - APPLICANT
The Planning & Zoning Commission transmits their recommendation to approve Case PZ-02-07, a request to
amend Ord. 3831 to allow building setback relief and to allow more than 75% lot coverage for an individual lot,
as described in detail in the attached staff report. The Planning & Zoning Commission heard the request at their
February 22, 2007 meeting.
The Subject Property, commonly known as the Lake Center Plaza, is located on the north side of Algonquin
Road, between Elmhurst Road and Malmo Drive, and contains multiple lots of record. The Subject Property
received zoning approval in 1987 to construct a Planned Unit Development that allowed for industrial, office, and
office research businesses. The Petitioner has presented plans to construct two (2) warehouse buildings on the
west side of Wall Street. The lots on the east side of Wall Street will not be developed at this time.
The Planning & Zoning Commission discussed the request in detail. The Petitioner responded to the P&Z's
questions concerning the Traffic Study, anticipated vehicle turning movements, and agreed to submit the plans to
IDOT for confirmation on whether a traffic signal would be warranted. The Commission also discussed the
proposed shared storm water detention system and overall lot coverage for the Lake Center Plaza development.
The Petitioner responded that they would prepare the necessary documents to ensure the shared detention system
would be maintained by an association and that a lot could not be severed from the detention system. The
Petitioner agreed to make changes to the landscape plan as noted in the staff report and discussed at the meeting.
The Planning & Zoning Commission voted 7-0 to recommend that the Village Board approve the request for
modifications to Ord. 3831, subject to the conditions listed in staff memo, to allow 1) a 32' setback for Building 1
as shown on the site plan, and 2) 81.01 % lot coverage for the proposed Lot 2 as shown on the site plan, subject to
the overall Lake Center Plaza development not exceeding 75% lot coverage for the properties located at 1630-
1791 Wall Street, 500 Algonquin Road, 300-301 LaSalle Street, 1698-1700 S. Elmhurst Road, Case No. PZ-02-
07.
Please forward this memorandum and attachments to the Village Board for their review and consideration at their
March 6, 2007 meeting. Staff will be present to ~i~ questions related to this matter.
William J
H:\PLA N\Plannim, & ZoninQ COMM\P&Z 2007\ME.J Memos\PZ-02-07 ME.! MEMO (f .ake Center Plaza ).ooc
MINUTES OF THE REGULAR MEETING OF THE
PLANNING & ZONING COMMISSION
CASE NO. PZ-02-07
Hearing Date: February 22, 2007
PROPERTY ADDRESS:
Lake Center Plaza (1630-1791 Wall Street, 500 Algonquin Road,
300-301 LaSalle Street, 1698-1700 S. Elmhurst Road)
PETITIONER:
Michael Ricamato, The Alter Group
PUBLICATION DATE:
January 10, 2007
PlL~ NUMBERS:
08-23-203-017 /022/023/026/027 /028/029/030/031/032/033/034/035/
036/037/038
REQUEST:
1) Amend Ord. 3831: buildings may be located in accordance with
Sec. 14.2104 (current II District Bulk Regulations)
2) Amend Ord. 3831: allow more than 75% lot coverage for
individual lots, but the entire Lake Center Plaza development shall
not exceed 75% lot coverage overall
MEMBERS PRESENT:
Arlene Juracek, Chairperson
Joseph Donnelly
Leo Floros
Marlys Haaland
Ronald Roberts
Richard Rogers
Keith Youngquist
STAFF MEMBER PRESENT:
Judith Connolly, Senior Planner
Ellen Divita, Deputy Director of Community Development
Jason Zawila, Long Range Planner
INTERESTED PARTIES:
Michael Ricamato, Richard Kost, Stephen Cross, Lawrence Freedman,
Douglas Knoeppel, and Rolf Kilian
Chairperson Arlene Juracek called the meeting to order at 7:32 p.m. Richard Rogers moved to approve the
minutes of the January 25, 2007 meeting and Joseph Donnelly seconded the motion. Chairperson Juracek stated
she did not have any corrections to the minutes, but she wanted to make the Commissioners aware that the Village
Board struck the Planning and Zoning Commission's a condition of no over-night parking at the property for Case
Number PZ-01-07 from the ordinance (approval) due to enforcement concerns. The minutes were approved 7-0.
Richard Rogers made a motion to continue Cases PZ-30-06 to the March 22, 2007 Planning and Zoning
Commission Meeting. Keith Youngquist seconded the motion. The motion was approved 7-0. After hearing two
cases, Chairperson Juracek introduced Case PZ-02-07 at 7:53 p.m., a request to amend the original Special Use
ordinance for the Lake Center Plaza industrial business park in order to locate the proposed buildings in
accordance with the current II District Bulk Regulations, and to allow more than 75% lot coverage for an
individual lot, with the entire Lake Center Plaza development not exceeding 75% lot coverage.
Judy Connolly, Senior Planner, reviewed the Staff memo. She said that the Subject Property, commonly known
as the Lake Center Plaza, is located on the north side of Algonquin Road, between Elmhurst Road and Malmo
Drive, and contains multiple lots of record. She said the Subject Property received zoning approval in 1987 to
construct a Planned Unit Development that allowed for industrial, office, and office research businesses. The site
Arlene Juracek, Chairperson
Planning & Zoning Commission Meeting February 22,2007
PZ-02-07
Page 2
was only partially developed and a high rise office building and a two-story building exist today. She stated that
the Village Attorney reviewed the Village Codes and Ordinances and determined the provisions of the Special
Use permit, Ordinance 3831, are still applicable because the Village Code did not list a time limit or expiration on
Special Use permits when the project was approved in 1987.
Ms. Connolly said the Petitioner has presented plans to construct two warehouse buildings on the west side of
Wall Street. The Petitioner's plans do not include developing the lots on the east side of Wall Street at this time.
She stated that the proposed office/warehouse structures would cross multiple lot lines and the Subject Properties
would need to be consolidated to comply with zoning requirements that prohibit structures from crossing lot lines.
Six lots of record would be consolidated, creating a 2-lot subdivision, with the remainder of the industrial park
still to be developed. She said the proposed Lot 2 calls for 81.01% lot coverage which exceeds the 75% lot
coverage limitation. Therefore, the Petitioner is seeking to amend Ordinance 3831 to allow this lot to exceed the
75% lot coverage limitation. The overall Lake Center Plaza development would not exceed 75% lot coverage and
the site would have a shared detention system.
Ms. Connolly stated that in addition to the lot coverage modification, the Petitioner is seeking approval to delete
provision D of Ordinance 3831 which states, "Building setbacks from interior roads shall not be less than the
height of the building or 30 feet, whichever is greater." She said current zoning regulations only require a 30-foot
setback in the II District, and the maximum building height is 30 feet. She stated that the Petitioner has submitted
plans that indicate the buildings would be 37 feet at the highest point, which is permitted per Ordinance 3831, but
Ordinance 3831 would require more than the 32-foot setback proposed for a portion of the building to be located
on Lot 1.
Ms. Connolly said the Petitioner's site plan shows two lots of record would be created from six lots. The
Petitioner proposes a shared detention system for the entire Lake Center Plaza and the overall development would
not exceed the 75% lot coverage limitation. She stated that a detention basin would be located on Lot 1 and it
would serve multiple lots. The lots using this basin will be identified as part of the final engineering plans.
Ms. Connolly stated that Lot 1 would contain a 147,932 square foot industrial office/warehouse and have 74.88%
lot coverage. Building 1 would have varying setbacks from Wall Street because the street curves, but the smallest
setback would be 32 feet from Wall Street, when Ordinance 3831 requires a setback equal to the building height.
She said Lot 2 would contain a 108,732 square foot industrial office/warehouse and have 81.01% lot coverage,
which exceeds the 75% limitation.
Ms. Connolly said several parking fields are indicated on the plan on the proposed lots, but the Petitioner does not
have specific tenants secured at this time. She stated that the number of parking spaces proposed complies with
the Village's requirements for the amount of office space and warehouse area shown. Vehicles and trucks would
access the site from Algonquin Road, LaSalle Street, or Montgomery Street. Trucks and vehicles could enter and
exit from any of the access points, depending on their travel path and destination. She said the proposed loading
docks would be located along the West elevation of both buildings, towards the abutting industrial businesses.
Ms. Connolly stated that Engineering focused their review on the specific requests made by the applicants and
will do a full engineering review when a building permit application is submitted to ensure code compliance.
Staff found that too many times some design changes are made as a result of P&Z and/or Village Board reviews
which requires Engineering to re-review the plans. In the case of Lake Center Plaza, Engineering reviewed the
requests and has no objections to changing the setbacks or allowing less green space. She said that following a
cursory review of the plans, Engineering provided additional comments as a courtesy, most of which can be
addressed at time of building permit.
Ms. Connolly stated that the Petitioner prepared a traffic study, which was reviewed by the Village's Traffic
Engineer. The study includes existing and proposed information on turning movements, or going through an
intersection, impacted by the proposed project. A Level of Service value was assigned to the applicable
intersections. Level of Service, or "LOS," is the anticipated delay for each vehicle to make a certain movement.
Arlene Juracek, Chairperson
Planning & Zoning Commission Meeting February 22,2007
PZ-02-07
Page 3
The LOS has a corresponding rating system, from A-F. She showed a table listing the letter and its corresponding
time. She said the majority of Staff s comments from the initial Traffic Study have been addressed. However, the
Village's Traffic Engineer found that the projected Level of Service for east-west left turns from LaSalle
Street/Elmhurst Road remains undesirable. The movement was rated "F" because it will take 275.6 seconds and
is expected to result in significant delays. Therefore, the Petitioner is asked to submit the plans and Traffic
Impact Study to the illinois Department of Transportation (IDOT) to determine if traffic signals can be installed at
this intersection. Once that is done, staff asks that the Petitioner forward a copy of IDOT's comments to the
Village. She said the Traffic Engineer had further comments listed in the staff report that can be addressed by the
Petitioner during the permit process.
Ms. Connolly stated that the Petitioner's site plan indicates the site could accommodate 365 parking spaces; 197
on Lot 1 and 168 on Lot 2. Tenants for the buildings have not yet been finalized, but the Petitioner has agreed to
provide parking in accordance with Village Code, as required for the use, based the use square footage and/or
number of employees.
Ms. Connolly said the Petitioner submitted a tree survey, which documents the condition and form of the existing
trees. The report shows the existing trees to be removed and notes their condition. She said the area is marked by
poor forestry practices, meaning too many trees located too close together, impeding healthy growth, and a
significant number of the trees are less than desirable species and in poor condition. She stated that although the
Petitioner has agreed to save as many trees as possible, the configuration of the site development dictates
removing many trees. Therefore, the Petitioner prepared a landscape plan that indicates a variety of plant species
and mature trees to be planted throughout the site.
Ms. Connolly stated that the Petitioner proposes to install a 6-foot board-on-board fence along the northern lot
line to provide screening for the adjacent multi-family development. A significant number of existing trees will
remain and a cluster of 6-foot tall evergreen trees, various ornamental shrubs and trees will be planted in this area
as well. She said the plan indicates the fence will be on the property line. However, the plan does not reflect the
requirements listed in the Village Zoning Ordinance which requires the fence to be located not less than 8 feet
from the property line. In addition to the fence, a continuous evergreen or dense deciduous hedge 3 feet in height
needs to be planted 2.5 feet on center, and planted on the outside of the fence, facing the abutting residential
zoning district, along the entire length of the fence. She said the code states that it is the Petitioner's
responsibility to maintain this area and keep it free of weeds. The proposed landscape plan needs to be revised to
comply with this code requirement.
Ms. Connolly showed elevations indicating the general look of the proposed buildings. She said the buildings
may be modified to accommodate a specific user, which could include relocating windows and/or adding
windows. The buildings would be constructed from three different colored precast panels and include grey tinted
glass windows. She stated that varying roof heights and recessing different areas of the building were
incorporated into the building design to breakup the expansive fayade. The building materials and the building
construction would comply with Village regulations. While Staff is not opposed to providing the Petitioner some
flexibility with the final architectural design to meet tenants' needs, final administrative approval shall be required
of the elevations prior to the issuance of building permits.
Ms. Connolly stated that the shared detention design for the Lake Center Plaza development is intended to offset
the additional lot coverage proposed for Lot 2 through future storm water detention improvements. The Petitioner
attempted to create a development that was compatible with the existing uses and complied with Mount
Prospect's Village Code regulations. However, Wall Street curves, which is why the Petitioner is seeking relief to
allow the building to encroach 5 feet into the required setback for the area of the street that 'jogs' west. She
showed a table that summarized the required setbacks for the II District and lised the Petitioner's proposed
setbacks.
Arlene Juracek, Chairperson
Planning & Zoning Commission Meeting February 22, 2007
PZ-02-07
Page 4
Ms. Connolly said the Petitioner proposed to prepare a plat of resubdivision that creates 2-lots of record. Staff
recommends the Plat of Resubdivision include a cross access easement for the proposed Lots 1 and 2. Also, Wall
Street is a public street and the cul-de-sac will need to be vacated in order to construct the project as shown. Staff
supports the Village vacating the cul-de-sac and dedicating it to the Petitioner. The plat of vacation and plat of
resubdivision will be prepared subject to Village Board approval of this zoning request. She said the Certificate
of Occupancy will be granted subject to completing the plats.
Ms. Connolly summarized the standards for a Variation as listed in the Zoning Ordinance. She said specific
findings must be made in order to approve a Variation that relate to a hardship due to the physical surroundings,
shape, or topographical conditions of a specific property not generally applicable to other properties in the same
zoning district and not created by any person presently having an interest in the property; a lack of desire to
increase financial gain; and protection of the public welfare, other property, and neighborhood character.
Ms. Connolly stated that the project requires relief to allow a 32-foot building setback when 37 feet is required
per Grd. 3831, and to allow 81.01 % lot coverage when 75% is the code limitation. She said the Subject Property
is a self-contained industrial park adjacent to industrial properties under Cook County jurisdiction. The shape of
Lot 1 is irregular as Wall Street has a significant curve. The requested relief is based on a physical condition
unique to the Subject Property.
Ms. Connolly said the Petitioner's request for 81.01% lot coverage is uncharacteristic of developments occurring
in Mount Prospect. However, the Petitioner notes in their application that the lot coverage for the overall Lake
Center Plaza development will not exceed 75% as lot coverage will be reduced on other lots within the Lake
Center Plaza development. She stated that the request was reviewed by the Village's Engineering Division,
which does not object to the applicant's specific requests for eliminating the building setback requirements and
allowing greater than 75% lot coverage. She said the engineering review focused only on the issues involving the
applicant's specific requests. They found the preliminary calculations provided support the proposed design for
the stormwater detention pond. Based on a cursory review of these calculations, it appears that the methodology
seems appropriate. However, a thorough review will be performed when the calculations are completed (the
calculations note that the outfall from the proposed pond was not included in the hydraulic modeling), and plans
are submitted for permit.
Ms. Connolly stated that Staff found that the proposal would not be out of character for the industrial park and it
would not adversely impact other properties. The requested Variations are generally not applicable to other
properties and the development is unique due to its size and the diverse land uses adjacent to the Subject Property.
Ms. Connolly said based on the above analysis, Staff recommends that the Planning & Zoning Commission
recommend the Village Board approve the following motion:
"To approve:
Modifications to Ordinance 3831 to allow:
1. a 32 foot setback for Building 1 as shown on the site plan prepared by Atwell-Hicks revision
date January 24, 2007;
2. 81.01% lot coverage for the proposed Lot 2 as shown on the site plan prepared by Atwell-
Hicks revision date January 24,2007 subject to the overall Lake Center Plaza development not
exceeding 75% lot coverage.
for the properties located at 1630-1791 Wall Street, 500 Algonquin Road, 300-301 LaSalle Street, 1698-1700 S.
Elmhurst Road, Case Number PZ-02-07, subject to the following:
1. The Petitioner shall develop the site in general conformance with the following plans:
a. The site plan and elevations prepared by Harris Architects, revision date January 24, 2007
Arlene Juracek, Chairperson
Planning & Zoning Conunission Meeting February 22,2007
PZ-02-07
Page 5
b. The landscape plan prepared by Signature Design Group revision date January 24, 2007 but
revised to comply with Village Code Section 14.2104.E.
2. The Petitioner shall revise the photometric plan to comply with Village Code Section 14.314 & 14.2219.
3. The Petitioner shall prepare a Plat of Vacation (bulb of cul-de-sac) and a Plat of Resubdivision that
consolidates the Subject Properties and creates a 2-lot subdivision, and
4. Prior to applying for building permits, the Petitioner shall provide final elevations for administrative
review and approval.
5. The Petitioner shall develop the site in accordance with all applicable Village Codes and requirements,
including, but not limited to: Fire Prevention Code regulations, lighting regulations, Sign Code
regulations, Building Code, and Development Code regulations, which may require minor modifications to
the site to comply with all development requirements and traffic concerns detailed in the Village Code and
in the Engineering Division's review comments before approval of the site engineering plans can be
given. "
She stated that the Village Board's decision is final for this case.
Richard Rogers stated he wanted to make sure that when the lots are subdivided, that they remain part of the
Lake Center Plaza development to prevent one of the lots being sold, and therefore being non-conforming
due to lot coverage. Ms. Connolly said a Covenant linking the lots together through an association and
tying them to the Lake Center Plaza development could address that concern. Chairperson Juracek stated
that since a specific lot is not being flagged to offset the additional lot coverage needed, she asked what
steps would be in place to ensure the entire Lake Center Plaza development would not exceed 75% lot
coverage. Ms. Connolly stated that the Building Division software can flag each of the addresses and the
overall lot coverage would be calculated as the site was developed. Chairperson Juracek stated the
Covenant is going to have to be very clear so future Commissions understand what is to be done. There
were no further questions for Staff.
Chairperson Juracek swore in all interested parties. Attorney Lawrence Freedman, 77 West Washington
Street, Chicago, Illinois, gave a brief history of the property. He said the Alter Group has owned this
property for over 30 years and the Special Use is now more than 20 years old. He stated the intention for
this site has always been office/commercial. He said there had been several discussions over the years to
change the land use from everything from retail to residential uses, but the market has not been there. He
stated that the group is more than agreeable to preparing a Covenant to record the modifications to the
Special Use if they felt the ordinance did not address the Commissioners' concerns.
Mr. Rogers asked if the Petitioner is agreeable to moving the fence and providing the additional landscaping
to comply with Village Code. Mr. Freedman stated that the Petitioner is agreeable to the landscaping
changes.
Mr. Rogers also asked if the Petitioner has any objection to going to mOT and requesting signalization of
the LaSalle/Emerson intersection. Mr. Freedman said the group is more than willing to submit the Traffic
Impact Study to mOT.
The project's Traffic Engineer Rolf Kilian, 3100 West Higgins Road, Hoffman Estates, Illinois stated that
based on experience, the traffic volume may not be significant enough for mOT to approve the
signalization. He said the traffic volume for LaSalle is 20 cars per hour. He stated that it is not that unusual
for such a small driveway entering onto a major arterial street to have significant wait times. He said
currently the LaSalle/Elmhurst left turn has a wait time over 160 seconds. He stated that computer analysis
does not account for breaks in traffic; therefore the calculated left-turn wait time of 275 seconds is
significantly higher than what the actual wait time will be. There was general discussion regarding traffic
Arlene Juracek, Chairperson
Planning & Zoning Commission Meeting February 22, 2007
PZ-02-07
Page 6
movement at other commercial centers in the area. Mr. Rogers said consideration may need to be given to
making the LaSalle/Elmhurst intersection a right-turn-only. Chairperson Juracek stated that there is not
enough data to make that determination at this time. There was general discussion regarding the Lake
Center Plaza's employees generating the extra traffic volume. Mr. Rogers reiterated he would like the
group to submit the study to mOT for signalization consideration and provide IDOT's response to Village
Staff.
Leo Floros asked if there would be any improvements to Montgomery A venue. Mr. Kilian stated that less
than 25% of the traffic to the site is generated from Montgomery. He said Lake Center Plaza has three
points of access.
Bill Johnston, Manager of Arlington Heights Tennis Center at 2831 Malmo, Arlington Heights, Illinois,
stated that the Tennis Center supports the project and this is a great improvement to the neighborhood. He
questioned the drainage of the site and asked if it will affect the drainage ditch that runs through the Tennis
Center. Steve Cross of Atwell Hicks, 1245 East Diehl Road, Naperville, Illinois, stated the drainage channel
is located outside the Alter property along the west property line, and within the Alter property on the north
side. Mr. Cross stated there will be no changes made to the drainage channel that is not on The Alter
Group's property and the proposed development will not increase the amount of drainage to that channel.
There was general discussion regarding the existing drainage ditch. Mr. Johnston said the Tennis Center is
looking forward to the project progressing and welcomed it to the neighborhood.
Chairperson Juracek called for additional questions from the audience. Hearing none, the public hearing was
closed at 8:37 p.m.
Mr. Rogers stated that this building fits well into the lot and that he does not have a problem with the 32-
foot setback. He said he is concerned that the development will create a traffic flow issue onto Elmhurst
Road, but that overtime will work itself out. He said the project will be a real asset to Mount Prospect.
Mr. Floros asked who The Alter Group foresees as potential tenants. Michael Ricamato representing the
Alter Group said ideally they would like to see one to three tenants per building and predicts marketing to a
freight-forwarding type business in light of the O'Hare expansion.
Chairperson Juracek requested that the Alter Group clear and maintain the pedestrian sidewalks in the area.
She said the sidewalks are frequently snow covered and icy, causing pedestrians to walk in the street on
Route 83; Mr. Ricamato said he would work with the maintenance staff to ensure the sidewalks are properly
maintained.
Richard Rogers made a motion to approve Case Number PZ-02-07, amending Ordinance 3831 with the
recommended conditions for the property at 1630-1791 Wall Street, 500 Algonquin Road, 300-301 LaSalle Street,
and 1698-1700 S. Elmhurst Road. Leo Floros seconded the motion.
UPON ROLL CALL:
AYES: Donnelly, Floros, Haaland, Roberts, Rogers, Youngquist, Juracek
NAYS: None
Motion was approved 7-0.
Following discussion of the Comprehensive Land Use Update, Richard Rogers made a motion to adjourn at 9:15
p.m., seconded by Joseph Donnelly. The motion was a~~OVed by a ae and the meeting was ~journed.
Community Development
e Assistant
H:\PLAN\Planning & Zoning COMM\P&Z 2007\Minutes\PZ-02-07 Altcr.Lake Caller.doc
THffi~:r[]ElGROUP..
5500 West Howard Street
Skokie, Illinois 60077
TEL (847) 676-4300
FAX (847) 676-4303
NET altergroup.com
February 23, 2007
William J. Cooney, AICP
Director of Community Development
Village of Mount Prospect
50 S. Emerson Street
Mount Prospect, IL 60056
Also Via email: bcooney@mountprospect.org
Re: PZ-02-07 / Lake Center Plaza
Dear Mr. Cooney,
The Planning & Zoning Commission recommended approval of our request
to modify Ordnance 3831 to allow a 32' setback for the proposed Lot 1
and 81.01% lot coverage for the proposed Lot 2, with conditions listed in
the staff report by a 7-0 vote. Our request is scheduled to go before
Village Board for the ordinance's first reading March 6, 2007.
We are requesting that the Village Board waive the second reading,
tentatively scheduled for March 20, 2007, and take final action at the
March 6, 2007 meeting. We are anxious to start the project as soon as
possible.
I appreciate your assistance in facilitating this request. Should you have
any questions, feel free to contact me at (847) 568-5861.
Sincerely,
pt'~~_~A ....~ //
..;. "
/ .
Michael D. Ricamato
Vice President - Development
CASE SUMMARY - PZ-02-07
Village of Mount Prospect
Community Development Department
LOCATION:
Lake Center Plaza (163 0-1791 Wall Street, 500 Algonquin Road, 300-301 LaSalle
Street, 1698-1700 S. Elmhurst Road)
PETITIONER:
Michael Ricamato
OWNER:
The Alter Group
PARCEL #8:
08-23-203-017 /022/023/026/027 /028/029/030/031/032/033/034/035/036/037/038
OVERALL SIZE:
49.99 acres
ZONING:
II Limited Industrial Planned Unit Development, B3 Community Shopping Planned Unit
Development, OR Office Research Planned Unit Development
LAND USE:
Partially developed industrial business park
REQUESTS:
1) Amend Ord. 3831: buildings may be located in accordance with Sec. 14.2104 (current
11 District Bulk Regulations)
2) Amend Ord. 3831: allow more than 75% lot coverage for individual lots, but the entire
Lake Center Plaza development shall not exceed 75% lot coverage overall
LOCATION MAP
Proposed New Lot 2
~MONTG.OMERY,ST
Proposed New Lot 1
Lot 13
CASE SUMMARY - PZ-02-07
Village of Mount Prospect
Community Development Department
TO:
MOUNT PROSPECT PLANNING & ZONING COMMISSION
ARLENE JURACEK, CHAIRPERSON
FROM:
JUDY CONNOLLY, SENIOR PLANNER
DATE:
FEBRUARY 15,2007
HEARING DATE:
FEBRUARY 22, 2007
SUBJECT:
PZ-02-07 - 1) Amend Ord. 3831: buildings may be located in accordance with Sec.
14.2104 (current 11 District Bulk Regulations), 2) Amend Ord. 3831: allow more than
75% lot coverage for individual lots, but the entire Lake Center Plaza development
shall not exceed 75% lot coverage overall
Lake Center Plaza (1630-1791 Wall Street, 500 Algonquin Road, 300-301 LaSalle
Street, 1698-1700 S. Elmhurst Road) - The Alter Group
BACKGROUND
A public hearing has been scheduled for the February 22, 2007 Planning & Zoning Commission meeting to
review the application by The Alter Group (the "Petitioner") regarding the properties commonly known as Lake
Center Plaza located on the west side of Wall Street between Montgomery St. and Algonquin Road (the "Subject
Property"). The Petitioner is seeking 1) approval to amend the original Special Use ordinance that granted
approval for the industrial business park in order to locate the proposed buildings in accordance with the current
11 District Bulk Regulations, and 2) to allow more than 75% lot coverage for individual lots, but the entire Lake
Center Plaza development shall not exceed 75% lot coverage overall. The P&Z hearing was noticed in the
January 10,2007 edition of the Journal Topics Newspaper. In addition, Staff has completed the required written
notice to property owners within 250-feet and posted Public Hearing signs on the Subject Property.
PROPERTY DESCRIPTION
The Subject Property, commonly known as the Lake Center Plaza, is located on the north side of Algonquin
Road, between Elmhurst Road and Malmo Drive, and contains multiple lots of record. The Subject Property
received zoning approval in 1987 to construct a Planned Unit Development that allowed for industrial, office, and
office research businesses. The site was only partially developed and a high rise office building and a two-story
building exist today. The Village Attorney reviewed the Village Codes and ordinances and determined the
provisions of the Special Use permit (Ord. 3831) are still applicable because when the project was approved in
1987 the Village Code did not list a time limit or expiration on Special Use permits.
SUMMARY OF PROPOSAL
The Petitioner has presented plans to construct two (2) warehouse buildings on the west side of Wall Street. The
Petitioner's plans do not include developing the lots on the east side of Wall Street at this time. The proposed
office/warehouse structures would cross multiple lot lines and the Subject Properties would need to be
consolidated to comply with zoning requirements that prohibit structures from crossing lot lines. Six (6) lots of
record would be consolidated, creating a 2-lot subdivision, with the remainder of the industrial park still to be
PZ-02-07
Planning & Zoning Commission Meeting February 22, 2007
Page 2
developed. The proposed Lot 2 calls for 81.01 % lot coverage which exceeds the 75% lot coverage limitation.
Therefore, the Petitioner is seeking to amend Ord. 3831 to allow this lot to exceed the 75% lot coverage
limitation. The overall development would not exceed 75% lot coverage and the site would have a shared
detention system.
In addition to the lot coverage modification, the Petitioner is seeking approval to delete provision D of Ord. 3831
which states, "Building setbacks from interior roads shall not be less than the height of the building or 30',
whichever is greater." Current zoning regulations only require a 30' setback in the II District, and the maximum
building height is 30'. The Petitioner has submitted plans that indicate the buildings would be 37' at the highest
point, which is permitted per Ord. 3831, but would require more than the 32' setback proposed for a portion of
the building to be located on Lot 1.
Staff is presenting the Petitioner's zoning requests to the P&Z for their recommendation, which will then be
forwarded to the Village Board for their review and consideration. The Petitioner's zoning requests and
proposed development are discussed in more detail below.
Site Plan
The Petitioner's site plan shows two lots of record would be created from 6 lots. The Petitioner proposes a
shared detention system for the entire Lake Center Plaza and the overall development would not exceed the 75%
lot coverage limitation. A detention basin would be located on Lot 1 and it would serve multiple lots. The lots
using this basin will be identified as part of the final engineering plans.
Lot 1 would contain a 147,932 square foot industrial office/warehouse and have 74.88% lot coverage. Building 1
would have varying setbacks from Wall Street because the street curves, but the smallest setback would be 32'
from Wall Street, when Ord. 3831 requires a setback equal to the building height. Lot 2 would contain a
108,732+/- square foot industrial office/warehouse and have 81.01% lot coverage, which exceeds the 75%
limitation.
Several parking fields are indicated on the plan on the proposed lots, but the Petitioner does not have specific
tenants secured at this time. The number of parking spaces proposed complies with the Village's requirements
for the amount of office space and warehouse area shown. Vehicles and trucks would access the site from
Algonquin Road, LaSalle Street, or Montgomery Street. (Montgomery Street is a private road but ther.e is an
ingress/egress easement.) Trucks and vehicles could enter and exit from any of the access points, depending on
their travel path (point of origin) and destination. The proposed loading docks would be located along the West
elevation of both buildings, towards the abutting industrial businesses.
Drainage
Engineering focused their review on the specific requests made by the applicants and will do a full engineering
review when a building permit application is submitted to ensure code compliance. Staff found that too many
times some design changes are made as a result ofP&Z and/or Village Board reviews which requires Engineering
to re-review the plans. In the case of Lake Center Plaza, Engineering reviewed the requests and has no objections
to changing the setbacks or allowing less green space. Following a cursory review of the plans, Engineering
provided additional comments as a courtesy, most of which can be addressed at time of building permit. A
thorough review will be performed when the plans are submitted for a permit.
· As noted on the Petitioner's plan, both of the new lots will drain through the existing pond near the
(possible) future banquet hall. The runoff from the south lot will actually be detained first in the
new pond, before it is released to the existing system.
PZ-02-07
Planning & Zoning Commission Meeting February 22, 2007
Page 3
. Engineering anticipates that the new pond should work well with the existing system. However,
the Petitioner did not include their new outlet in their computer modeling, so Engineering did not
have complete information regarding the new pond. Since this is a preliminary review,
Engineering was comfortable with the information submitted because the Petitioner's approach
follows industry standards, and only minor corrections should be necessary. The Petitioner will be
able to make any necessary changes during the design-review-permit phase.
.. The goal of the design is to bring the site in question into compliance with current Village Codes
and not adversely impact the neighbors. The property east of Wall Street that has yet to be
developed will have to go through a similar exercise when seeking permits from the Village.
Traffic Study
The Petitioner prepared a traffic study, which was reviewed by the Village's Traffic Engineer. The study
includes existing and proposed information on turning movements or going through an intersection impacted by
the proposed project. A Level of Service value was assigned to the applicable intersections. Level of Service, or
"LOS," is the anticipated delay for each vehicle to make a certain movement. The LOS has a corresponding
rating system, from A-F. The following table lists the letter and its corresponding time.
LOS Rating A B C D E F
Corresponding
Time (seconds) Less than 10 10-25 25-35 35-55 55-80 More than 80
The majority of Staff's comments from the initial Traffic Study have been addressed. However, the Village's
Traffic Engineer found that the projected Level of Service for east-west left turns from LaSalle StreetlElmhurst
Road remains undesirable. The movement was rated "F" because it will take 275.6 seconds and is expected to
result in significant delays. Therefore, the Petitioner is asked to submit the plans and traffic Impact Study to the
Illinois Department of Transportation (IDOT) to determine if traffic signals can be installed at this intersection.
Once that is done, staff asks that the Petitioner forward a copy ofIDOT's comments to the Village.
The Traffic Engineer had further comments, but the issues could be resolved during the permit review process.
However, the comments are noted below to ensure the Petitioner is aware of and addresses the following issues:
1. When exiting the west end at any of the 3 east-west parking lots, it may be difficult to see westbound
trucks or cars on the main aisles. The response from Mr. Michael D. Ricamato of the Alter Group stated
that the landscaping plan has been revised to improve the sight distances. The landscape plan does not
appear to reflect Staff concerns. The parked cars would create the greater sight obstruction and Staff
suggests that the two (2) westernmost spaces along the south property lines of both proposed Lots 1 and
2 be eliminated. Revisions will be required.
2. The Traffic Study seems to indicate that the delay for northbound left turn at Algonquin Road &
Elmhurst Road will actually drop with the projected increase in traffic. Please explain.
3. The sidewalk ramp onto Montgomery Street near the northeast corner of the site should be eliminated.
4. The existing sidewalk ramp at the southeast corner of LaSalle Street and Wall Street should be
eliminated. (This ramp is being replaced by the new ramp shown south of the curb radius for the
driveway. )
PZ-02-07
Planning & Zoning Commission Meeting February 22,2007
Page 4
Parking
The Petitioner's site plan indicates the site could accommodate 365 parking spaces; 197 on Lot 1 and 168 on Lot
2. Tenants for the buildings have not yet been finalized, but the Petitioner has agreed to provide parking in
accordance with Village Code, as required for the use (based the use square footage andlor number of
employees).
Landscape Plan
The Petitioner submitted a tree survey, which documents the condition and form of the existing trees. The report
shows the existing trees to be removed and notes their condition. The area is marked by poor forestry practices
(too many trees located too close together, impeding healthy growth) and a significant number of the trees are
less than desirable species and in poor condition. Although the Petitioner has agreed to save as many trees as
possible, the configuration of the site development dictates removing many trees. Therefore, the Petitioner
prepared a landscape plan that indicates a variety of plant species and mature trees to be planted throughout the
site.
The Petitioner proposes to install a 6' board-on-board fence along the northern lot line to provide screening for
the adjacent multi-family development. A significant number of existing trees will remain and a cluster of 6' tall
evergreen trees, various ornamental shrubs and trees will be planted in this area as well. The plan indicates the
fence will be on the property line. However, the plan does not reflect the requirements listed in Sec. 14.2104.E
of the Zoning Ordinance which requires the six foot (6') fence to be located not less than eight feet (8') from the
property line. In addition to the fence, a continuous evergreen or dense deciduous hedge three feet (3') in height
needs to be planted two and one-half feet (2 1/2') on center, and planted on the outside of the fence, facing the
abutting residential zoning district, along the entire length of the fence. The code states that it is the Petitioner's
responsibility to maintain this area and keep it free of weeds. The proposed landscape plan needs to be revised to
comply with this code requirement.
Building Elevations
The attached elevations indicate the general look of the proposed buildings. The buildings may be modified to
accommodate a specific user, which could include relocating windows and/or adding windows. The buildings
would be constructed from 3 different colored precast panels and include grey tinted glass windows. Varying
roof heights and recessing different areas of the building were incorporated into the building design to breakup
the expansive fayade. The building materials and the building construction would comply with Village
regulations. While Staff is not opposed to providing the Petitioner some flexibility with the final architectural
design to meet tenants' needs, final administrative approval shaH be required of the elevations prior to the
issuance of building permits. .
GENERAL ZONING COMPLIANCE
The shared detention design for the Lake Center Plaza development is intended to offset the additional lot
coverage proposed for Lot 2 through future storm water detention improvements. The Petitioner attempted to
create a development that was compatible with the existing uses and complied with Mount Prospect's Village
Code regulations. However, Wall Street curves, which is why the Petitioner is seeking relief to allow the
building to encroach 5' into the required setback for the area of the street that 'jogs' west. The following table
summarizes the required setbacks for the II District and lists the Petitioner's proposed setbacks.
PZ-02-07
Planning & Zoning Commission Meeting February 22, 2007
Page 5
11 Minimum Requirements Proposed Lot 1 Proposed Lot 2
Building I Building I
SETBACKS: Parkine: Lot Parking Lot
Front (east) Equal to building height (Ord. 32'/10' 92' I 1 0 '
3831) 110' parking lot
15' building 110' parking lot North: 101' 135' North: 90' /42.4'
Interior (40' for building and parking lot if South: 123' 110' South: 91 ' /25'
lot line abuts residential)
Rear 20' building setback 145' 145'
LOT COVERAGE 75% Maximum 74.88% 81.01%
HEIGHT 30' (mid-point) 37' (Ord. 3831 already 37' (Ord. 3831 already
granted relief) granted relief)
Shaded and bold, italicized numbers indicate Variation is needed
Plat of Resubdivision
The Petitioner proposed to prepare a plat of resubdivision that creates 2-10ts of record. Staff recommends the
Plat of Resubdivision include a cross access easement for the proposed Lots I and 2. Also, Wall Street is a
public street and the cul-de-sac will need to be vacated in order to construct the project as shown. Staff supports
the Village vacating the cul-de-sac and dedicating it to the Petitioner. The plat of vacation and plat of
resubdivision will be prepared subject to Village Board approval of this zoning request. The Certificate of
Occupancy will be granted subject to completing the plats.
VARIATION STANDARDS
The standards for a Variation are listed in Section 14.203.C.9 of the Village Zoning Ordinance and include seven
specific findings that must be made in order to approve a Variation. The following list is a summary of these
findings:
.. A hardship due to the physical surroundings, shape, or topographical conditions of a specific property not
generally applicable to other properties in the same zoning district and not created by. any person
presently having an interest in the property;
.. Lack of desire to increase financial gain; and
.. Protection of the public welfare, other. property, and neighborhood character.
The project requires relief to allow a 32' building setback when 37' is required, and to allow 81.0 I % lot coverage
when 75% is the code limitation. The Subject Property is a self-contained industrial park adjacent to industrial
properties under Cook County jurisdiction. The shape of Lot I is irregular as Wall Street has a significant curve.
The requested relief is based on a physical condition unique to the Subject Property.
The Petitioner's request for 81.01% lot coverage is uncharacteristic of developments occurring in Mount
Prospect. However, the Petitioner notes in their application that the lot coverage for the overall development will
not exceed 75% as lot coverage will be reduced on other lots within the Lake Center Plaza developement. The
request was reviewed by the Village's Engineering Division, which does not object to the applicant's specific
requests for eliminating the building setback requirements and allowing greater than 75% lot coverage. The
engineering review focused only on the issues involving the applicant's specific requests. They found the
preliminary calculations provided support the proposed design for the stonnwater detention pond. Based on a
PZ-02-07
Planning & Zoning Commission Meeting February 22, 2007
Page 6
cursory review of these calculations, it appears that the methodology seems appropriate. However, a thorough
review will be performed when the calculations are completed (the calculations note that the outfall from the
proposed pond was not included in the hydraulic modeling), and plans are submitted for permit.
The following issues were noted by Engineering, but may be addressed during permit review:
III In an earlier review letter, Engineering noted that the soils in the area may be corrosive, and suggested
that a soils investigation be performed for the site. In the Petitioner's response, Mr. Ricamato noted that
the water main specification has now been changed to C-900 plastic pipe. However, Sheet 13 still
specifies ductile iron. (If ductile iron is to be installed, it must be class 56, not class 52 as shown on the
plan. Furthermore, the pipe shall not be incased in polyethylene film, and shall include cathodic pigs on
all pipe sections.)
$ The existing water service stubs shown on the plan do not exist, and should be deleted from the plan. All
new connections to the existing main will have to be made under pressure, and include vaults.
III The water service sizes, points of connection, valve placement and hydrant locations will be determined
when final plans and flow calculations are submitted for permit.
III The proposed development will be subject to all development requirements, as detailed in Section 15.402
of the Village Code. A thorough review for compliance with the development requirements will be
performed when the plans are submitted for a building permit.
Staff found that the proposal would not be out of character for the industrial park and it would not adversely
impact other properties. The requested Variations are generally not applicable to other properties and the
development is unique due to its size and the diverse land uses adjacent to the Subject Property.
RECOMMENDATION
Based on the above analysis, Staff recommends that the Planning & Zoning Commission recommend the Village
Board approve the following motion:
"To approve:
Modifications to Ord. 3831 to allow:
1. a 32' setback for Building 1 as shown on the site plan prepared by Atwell-Hicks revision date
January 24, 2007;
2. 81.01% lot coverage for the proposed Lot 2 as shown on the site plan prepared by AtweH-
Hicks revision date January 24, 2007 subject to the overall Lake Center Plaza development
not exceeding 75% lot coverage. .
for the properties located at 1630-1791 Wall Street, 500 Algonquin Road, 300-301 LaSalle Street, 1698-1700 S.
Elmhurst Road, Case No. PZ-02-07, subject to the following:
1. The Petitioner shaH develop the site in general conformance with the following plans:
a. The site plan and elevations prepared by Harris Architects, revision date January 24, 2007
b. The landscape plan prepared by Signature Design Group revision date January 24, 2007 but
revised to comply with Sec. 14.2104.E.
2. The Petitioner shall revise the photometric plan to comply with Sec. 14.314 & 14.2219.
3. The Petitioner shall prepare a Plat of Vacation (bulb of cul-de-sac) and a Plat of Resubdivision that
consolidates the Subject Properties and creates a 2-10t subdivision, and
PZ-02-07
Planning & Zoning Commission Meeting February 22, 2007
Page 7
4. Prior to applying for building permits, the Petitioner shall provide final elevations for administrative
review and approval.
5. The Petitioner shall develop the site in accordance with all applicable Village Codes and requirements,
including, but not limited to: Fire Prevention Code regulations, lighting regulations, Sign Code
regulations, Building Code, and Development Code regulations, which may require minor modifications
to the site to comply with all development requirements and traffic concerns detailed in the Village Code
and in the Engineering Division's review comments before approval of the site engineering plans can be
given."
The Village Board's decision is final for this case.
I concur:
~
William J. Cooney, AIC _, Director of Community Development
H:\PL.AN\Planning & Zoning COMM\P&Z 2007\StaffMemD\PZ-02~7 MEMO (Lake Cen1er Plaza NWC Algonquin and Elmhurst Aller developmenL}.doc
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Design Firm #184- 003002
PROJECT NO,: 06001265
DATE: JANUARY 18, 2007
$ ""'11
SCALE: 1"
200'
ATWELL-HICKS
Engineering . Surveying . Planning
Environmental . Water jWastewater
'II 1245 E. DIEHL RD.. SUITE 100. NAPERVlllE. Il 60563
www.atwell-hicks.com
, 866 850 4200 MICHIGAN ILLINOIS OHIO FLORIDA
CAD FILE: 06001265PR007 - SITE PLAN
11
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Lot Coverage Calculations
Project: 6001265
Date: 12/12/2006
Revised: 1/18/2007
Lake Center Plaza
III
AT\8JELL-HICI(S
DEVELOPMENT CONSULTANTS
Condit;
-~..__... --..-.-.......g
Total ImpervIous Area
Lot Number Parking Lot (sf) Sidewalk (sf) Building (sf) (sf) Total Lot Area (sf) Lot Coverage (%)
1 39,730 0 22,912 62,642 113,279 55.30
2 0 0 0 0 246,265 0.00
3 0 0 0 0 104,462 0.00
4 0 0 0 0 87,165 0.00
5 0 0 0 0 101,752 0.00
6 0 397 0 397 93,703 0.42
7 0 503 0 503 139,794 0.36
8 0 0 0 0 150,255 0.00
9 0 0 0 0 89,786 0.00
10 0 0 0 0 154,981 0.00
11 0 0 0 0 127,692 0.00
12 3,778 0 0 3,778 49,508 7.63
13 0 0 0 0 22,127 0.00
14 56,246 0 13,059 69,305 171,255 40.47
15 232,802 0 21,476 254,278 346,371 73.41
16 6,423 0 0 6.423 92,135 6.97
Totals 338,979 900 57,447 397,326 2,090,530 0.19
Old Lot Number
1
"2
"3
"4
~
6
"7
8
"9
Lot Use
~
Total Impervious Area
(sf)
'62.642
Total Lot Area (sf)
113,279
Lot Coverage ('Yo)
55.30
Re-allocation Calculations
Allowed 75% Lot Excess Lot
Coverage (sf) Coverage (sf)
ok 0
Adjusted Lot
Coverage (%)
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Comments
at final build-out
Note: Areas taken from topographic survey dated 11-20-06 and AL T A survey dated January 2006 prepared by Edward J. Molloy Surveyors
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4"
ORDINANCE NO.
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3831
AN ORDINANCE GRANTING A SPECIAL USE FOR
PROPERTY COMMONLY KNOWN AS LAKE CENTER PLAZA
IN THE VILLAGE OF MOUNT PROSPECT, ILLINOIS
PASSED AND APPROVED BY
THE PRESIDENT AND BOARD OF TRUSTEES
THE 1st DAY OF September, 1987.
Published in pamphlet form by
authority of the corporate
authorities of the Village of
Mount Prospect, Illinois, the
2nd day of September, 1987.
~
/
ri
ORDINANCE NO.~
AN ORDINANCE GRANTING A SPECIAL USE FOR
PROPERTY COMMONLY KNOWN AS LAKE CENTER PLAZA
IN THE VILLAGE OF MOUNT PROSPECT, ILLINOIS
WHEREAS, The Alter Group has filed an application for variation
with respect to property commonly known as Lake Center Plaza
(hereinafter referred to as Subject Property), legally described
on Exhibits A and B attached hereto and hereby made a part
hereof; and .
WHEREAS, the Subject Property is described as follows:
See Exhibits A and B attached hereto
and
WHEREAS, the President and Board of Trustees did passage
Resolution No. 3-71, and Ordinance Nos. 2295, 2296, 2297 and 2298
on April 6, 1971 authorizing An Annexation Agreement and granting
Special Uses and variations to the Subject Property, which, with
the passage of this Ordinance No. 3831 shall deem said
Resolution and Ordinances no longer in full force or effect and
are hereby repealed; and
WHEREAS, Petitioner seeks a Special Use in the nature of a
Planned Unit Development in accordance with Section 14.2503.A of
Article XXV of Chapter 14 of the Village Code of Mount Prospect,
Illinois; and
WHEREAS, a public hearing was held on the Special Use request
(designated as Case No. ZBA 43-SU-87) before the Zoning Board of
Appeals of the Village of Mount Prospect on the 18th and 25th
days of June, 1987, pursuant to due and proper notice thereof
published in the Mount Prospect Herald on the 2nd day of June,
1987; and
WHEREAS, the zoning Board of Appeals has submitted its findings
and recommendations to the President and Board of Trustees of the
Village of Mount Prospect in favor of the Special Use requested,
subject to conditions, to the President and Board of Trustees of
the Village of Mount Prospect; and
WHEREAS, the President and Board of Trustees have given further
consideration to the Special Use requested and have determined
that the same satisfies the standards set forth in Section 14.704
of Article VII of Chapter 14 of the Village Code, and this Board
further finds that it would be in the best interest of the
Village tp grant the request for Special Use..
NOW THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF
TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS,
AS FOLLOWS:
SECTION ONE: That the recitals set forth hereinabove are
incorporated herein as findings of fact by the President and
Board of Trustees of the Village of Mount Prospect.
SECTION TWO: That Resolution No. 3-71 and Ordinance Nos. 2295,
2296, 2297 and 2298 passed by the President and Board of
".r:'
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Page 2
ZBA 43-8U-87
Trustees of the Village of Mount Prospect pertaining to the
Subject Property, being the subject of this Ordinance, are hereby
declared null and void and as such are hereby repealed.
SECTION THREE: That the President and Board of Trustees of the
Village of Mount Prospect hereby grant to the Subject Property a
Special Use in the nature of a Planned Unit Development for the
construction of industrial and office buildings subject to the
following conditions:
A. Buildings in the 1-1 District to be a maximum of forty feet
(40') in height or two stories, whichever is the lesser: and
B. Buildings in the O-R District and the 1-1 District with
lots having frontage on Elmhurst or Algonquin Road shall be
a maximum of eight feet (80') in height or six stories,
whichever is the lesser.
c. Building setbacks from Elmhurst and Algonquin Roads
shall be not less than thirty feet (3D') plus two feet five
inches (2' 5") for everyone foot (1 ') of building height
above thirty feet (3D').
D. Building setbacks from interior Roads shall be not less than
the height of the building or thiry feet (30'), whichever is
greater.
SECTION FOUR: Except for the Special Use granted herein, all
other applicable Village of Mount Prospect Ordinances and
Regulations shall remain in full force and effect as to the
Subject Property.
SECTION FIVE: This Ordinance shall be in full force and effect
from and after its passage, approval and publication in pamphlet
form in the manner provided by law.
PASSED and APPROVED this
1st
day of
September
, 1987.
AYES: Arthur, Floros, Murauskis, Van Geem, Wattenberg
NAYS: Farley
ABSENT: None
~6=lY 28 'S7 15:21 ~SH ......CS ';<EE::.MAN LOG.:.ti
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JXHIBa "A.-
't~at part of Lot 4 in Linneman'. b!vhlon of put of
t~. Northeast. qu.rter of Section 23, TO'llnJhlp U No~thg
~n~e 11 last of the 'third Principal Meridian. and part of
thoSoutheut quarter of Section 14, Township 41 North,
Aange 11, East of the Third Principal Meridian. according to
t~e plat thereof ncorcSed September 10, 1953, alll docwnent.
1571'544 described a. follows: s8ginninq at a point on the
North line of uid Lot 4 IU'ld 13'.0 feet Welt of the West
ri9ht~of-way line of Elmhurst Road, being 50.0 feet Wa't of
the Eaut. l1ne ef iaid Let 4; ~bence South, perpendicular to
the North Une of uld Lot 4, 668.80 feat; thence Sout.h
along a curve, being concave We.t, having a radius of 5~1.07
het, a distance of 73.96 feet, thence !!:ut. panUel with
said Nort.h line, 11.12 feet, thence South along a curve
being concave West, having a racHu. of 532.01 feet, a
dhtance of 111. "17 het, thence. South along a curve being
concave Ea.t, having a rediu. of 363.13 feet, a a1.tance of
311.42 f.et, thence South along a curve being concave Weste
hAving a radius of 10".97 featt a dlat.a~ce of 385.30 feet,
thence Jaat, parallel with the centerline of Algonquin ~oad
per document 11195787, 359.53 feet t.o a point 220.0 feet
West. of the West line of s.i4 Elmhurst Road, thence South
parallel with sai4 West line of Elmhuret Road, 250.0 feet~
thence West parallel with the centerline of laid Algonquin
~adr 30.0 feet: thence South, parallel with the Welt line
of .aia Elmhurst ~oad, 200.0 feet to tbeNort.b line of said
Algonquin Road, thence Welt along sdd Nort.h U.ne of
Alqonquin Road to the West line of &a14 Lot 4, thence ~orth
along said West line of Let 4, 1901.29 feet to the North
line of said t.ot ~, thence Eut, along said North line of
Lot 4, 471. 0 feet to the place of beginning, all in Cook
County, Illinois.
TO BE REZONED 1-1
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That. put. ~f Lot 4 1n Linneman', Divhion of put of
the Northent quarter of SecUon23, Town.hip U North,
bn98 11 Zut. of t.he Third Principal MericUan and part of
the Southeast quarter of Section 14, '1'wnship 41 NOl'th,
Range 11 ~a8t of the Third Principal Meridian, according to
the plat t.hereof recorde4 September 10, 1953, ..
document 15716544 described. a. follow. a Beginning at a
point on the West right-of-way line of Elmhurst Road, beln9
50.0 feet. Wsst of the East line of sa1d Lot 4r and 869.23
feet. South of the North line of said t.ot4 7 . t.hence Wut,
perpencacular to nic!l West right-of.",ay line of Ilmhuut
Road, a dietance of 412.05 feet, to a point of curve; thence
Northwnterly .,"on; .. curVe being concave to the ~ortheut
and having a radius of 100.0 feet, a distance of 18.54 feet,
thence Nort.hweat tangent; to the lut 4esc:d;bIll4 C\1rv:e, a
41atance of '48.66 feet; thence Welt~rly along a curve bein9
concave t.o the Sout.h an4 having a radius of 183.0 feet, a
dhtance of 146 . 41 feetJ tbence WelJt tangent to the last
4elcribed curve a dietance of 71.09 feet, thence Southerly
along a curve concave to the Weet, havin9 a radius of 532.07
feet, a cHltance of 111.77 feet, t.hence Southerly along a
curve, being concave to. the East, having a radius of 363.13
feet, a cU.tance of 31.7.42 feet: thence Southerly along.
curve, being coneave to the West, having a ra4iuI of le77.'7
het, a cUstance of 385.30 feet1 thence tut parallel with
the cent.erline of Algonquin Road per dOCWllent. 11195'187,
519.53 feet to t.he West line of 8aid Elmhurat. Roaa, thence
worth .10n9 uld We.t. line, 646.80 .feet, t.o the place of
be9inning, all in Coo~ County, Illinois.
TO BE ~ZONEt> O-R
Mount Prospect
VILLAGE OF MOUNT PROSPECT
COMMUNITY DEVELOPMENT DEPARTMENT - Planning Division
50 S. Emerson Street
Mount Prospect, Illinois 60056
Phone 847.818.5328
FAX 847.818.5329
Application for Conditional Use Approval
Z Case Number
0 P&Z - -
-
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~~ Development Name/Address
~ c
O~ Date of Submission
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~ Hearing Date
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Address(es) (Street Number, Street)
Lake Center Plaza, 1780 to 1630 Wall Street
Site Area (Acres) Property Zoning Total Building Sq. Ft. (Site)
51. 5 1-1, O-R, B-3 55,100 est.
Setbacks:
Front Rear Side 15' (1-1 & O-R), Side I
Z
0 30' 20' 10' (B-3)
-
E- Building Height Lot Coverage (%) Number of Parking Spaces
-<
:;; 60' (O-R) 19 787
30' il-1 & B-3\
~ Adjacent Land Uses:
0
~ North South East West
Z
.... Residential Industrial
~ Commercial Industrial
E- Tax J.D. Number or County Assigned Pin Number(s)
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0 08-23-203-026 to 08-23-203-034, 08-23-203-036 and 08-23-203-038
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~ Legal Description (attach additional sheets if necessary)
See attached sheet
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Name
Michael D. Ricamato
Corporation
The Alter Group
Street Address
5500 W. Howard Street
City
Skokie
Interest in Property
Owner's Representative
Telephone (day)
(847) 568-5861
Telephone (evening)
State
IL
Zip Code
60077
Fax
(847) 676-4304
Email
mricamato@alterQroup.com
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Name
Michael D. Ricamato
Corporation
The Alter Group
Street Address
5500 West Howard Street
City State
Skokie IL
Zip Code
60077
Developer
Name Michael D. Ricamato
Address The Alter Group
5500 West Howard Street
Skokie, Illinois 60077
Attorney
Name Lawrence Freedman
Address 77 W. WashinQton St., Suite 1211
ChicaQo, Illinois 60602
Surveyor
Name John Molloy
Address Edward J. Molloy & Assoc., Ltd.
1230 Mark Street
Bensenville. Illinois 60106
Engineer
Name Stephen J. Cross
Address Atwell-Hicks
1245 East Diehl Road, Suite 100
Naperville. Illinois 60563
Architect
Name Patrick C. Harris
Address Harris Architects
4801 Emerson Ave., Suite 210
Palatine, Illinois 60067
Landscape Architect
Name Gre~lQ SaQen
Address SiQnature DesiQn Group
17 Court Place
Naperville. Illinois 60540
Mount Prospect Department of Community Development
50 South Emerson Street, Mount Prospect Illinois
www.mountprospect.org 2
Telephone (day)
(847) 676-4300
Telephone (evening)
(630) 453-7249
Fax:
(847) 676-4304
Email
mricamato@altergroup.com
Fax
Telephone (day) (847) 568-5861
(847) 676-4304
Email
mrica mato@altergroup.com
Fax
Telephone (day) (312) 346-1390
Email
(312) 346-7847
Imfreedman@>-aflaw.com
Fax
Telephone (day) (630) 595-2600
(630) 595-4700
Email
imolloy@eimolloy.com
Fax
Telephone (day) (630) 577-0800
Email
(630) 577-0900
scross@atwell-hicks.com
Telephone (day): (847) 303-1155
Fax
Email
(847) 303-1164
pharris@harrisarchitects.com
Fax
Telephone (day): (630) 305-3994
Email
sQntrQroup@>-aol.com
Phone 847.818.5328
Fax 847.818.5329
TDD 847.392.6064
Proposed Conditional Use (as listed in the zoning district)
Planned Development
Describe in Detail the Buildings and Activities Proposed and How the Proposed Use Meets the Attached Standards for
Conditional Use Approval (attach additional sheets if necessary)
Amend the Special Use Ordinance #3831 as follows:
a) Remove Section III. D. "Buildinq setbacks from interior roads shall be not less than the heiqht of the buildinQ
~
>il or thirty feet, whichever is qreater."
~~
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>~ b) Add a new sub-section to Section III. to allow more than 75% lot coveraQe on lots 2, 3, 4, 5, 6 and 7 or
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-<>il subdivisions thereof, but no more than 75% lot coverage overall (meaning lots 1-16). Since the "Declaration
~~
~~ of Protective Covenants and Reciprocal Grants of Easement", document #24594255 states in Section III (Lakes)
~O
rF.l.....
E-o
U that detention facilities are to be installed for the benefit ofthe Total Property, the lot coveraqe requirement
-<
should consider the entire area of the development as well.
Hours of Operation
Unknown at this time
Address(es) (Street Number, Street)
~z Lake Center Plaza
.....0 Site Area (Acres) Property Zoning Total Building Sq. Ft. (Site) Sq. Ft. Devoted to Proposed Use
rF.l..... 51.95 1-1, O-R, B-3 311,820 est. 311,820 est.
~E-o
>il-< Setbacks:
rF.l~
O~ Front Rear Side 15'(1-1 &O-R) Side
~O
O~ 30' 20' 10' (B-3)
g:~ Buildin~ Height Lot Coverage (%) Number of Parking Spaces
60' (0- 47 1149
30' (1-1 & B-3\
Please note that the application will not be reviewed until this petition has been fully completed and all required plans and other
materials have been satisfactorily submitted to the Planning Division. Incomplete submittals will not be accepted. It is strongly
suggested that the petitioner schedule an appointment with the appropriate Village staff so that materials can be reviewed for accuracy
and completeness at the time of submittal.
In consideration of the information contained in this petition as well as all supporting documentation, it is requested that approval be
given to this request. The applicant is the owner or authorized representative of the owner of the property. The petitioner and the
owner of the property grant employees of the Village of Mount Prospect and their agents permission to enter on the propel1y during
reasonable hours for visual inspection of the subject property.
ed herein and in all materials submitted in association with this application are true and
Applicant/-
Date
/eiiYoc
//
If applicant is not property owner:
I hereby designate the applicant to act as my agent for the purpose of seeking the Variation(s) described in this
application and the associated supporting material.
Property Owner
Date
Mount Prospect Department of Community Development
50 South Emerson Street, Mount Prospect Illinois
www.mountprospect.org 3
Phone 847.818.5328
Fax 847.818.5329
TDD 847.392.6064
January 25, 2007
Village of Mount Prospect
Community Development Department
50 South Emerson Street
Mount Prospect, IL 60056
Attn: Judith M. Connolly
Re: PZ-02-07/ Lake Center Plaza
Dear Ms. Connolly:
The following is in response to the Village Staff review comments of the above referenced
documents:
Engineerint!
The Engineering Division reviewed the preliminary plan for the proposed development of
Lots 2 through 7 in the Lake Center Plaza. While Engineering does not object to the
applicant's specific requests for eliminating the building setback requirements and allowing
greater than 75% lot coverage, the following comments must be addressed before the
Planning & Zoning Commission may review the request:
The applicant proposed considering Lot 13 along with the proposed site to be developed in
determining the lot coverage. Lot 13 is currently a detention pond, and has no impervious
surface. This pond drains lot 1, and appears to be separate from the drainage system
serving the rest of the Lake Center Plaza development. lot 13 may be considered in the lot
coverage for lots 2 - 7, subject to the following conditions:
A. Lot 13 must be owned by the owner of the proposed development. If Lot 13 is under
separate ownership, it cannot be considered.
Lot 13 is owned by The Alter Group. See attached documentation.
B. Only the "green space" aspect of the lot coverage requirements may be considered if
Lot 13 is included in the lot coverage calculations for Lots 2 - 7. Lots 2 - 1 are not
tributary to Lot 13, so the drainage must be designed independent of Lot 13.
Consequently, when designing the storm sewers and detention ponds for Lots 2 - 7,
none of the lot coverage (impervious surfaces) may be allocated to lot 13.
The Alter Group owns Lot 2 through 13 and Lot 16 of Lake Center Plaza. Lots 2
through 12 and 16 are to be considered hydraulically connected. Thus, the excess
lot coverage of 18,985 sf of proposed Lot 2 (formerly Lots 5, 6, and 7) has been
applied to the existing Lot 10 which Is "downstream" of this lot. Consequently, Lot
10's maximum lot coverage of 75%, as allowed per ordinance, has been reduced by
12.25%. A future development of this lot would mean that Its lot coverage can be
only 62.75% or 97,250 sf (total lot area = 154,981 sf). A possible re-subdlvislon of
Lots 8, 9, 10, and 11 and a hypothetically excess lot coverage could then still be re-
allocated to Lot 12 or Lot 16 which are "downstream" of this area. This pattern can
be applied until the maximum 75% lot coverage of the lots owned by The Alter Group
is reached.
It must be stressed that the review focused only on the issues involving the
applicant's specific requests. The proposed development will be subject to all
development requirements, as detailed in Section 15.402 of the Village Code. A
thorough review for compliance with the development requirements will be performed
when the plans are submitted for a building permit. However, to facilitate the design-
review-approval process, we offer the following observations:
Traffic Concerns
1. When exiting the west end at any of the 3 east-west parking lots, it may be difficult to
see westbound trucks or cars on the main aisle; provide improved sight distances.
The landscaping has been revised to improve the sight distance at these locations.
2. The proposed driveway must align with LaSalle Street. Also, the parking lot drives
connecting to the main aisle are very close to Wall Street creating potential
accident/stacking issues. The access to the parking lots should be moved further
west. (See attached sketch.)
The main driveway has been aligned with laSalle Street and the parking lot
entrances have been moved according to the forwarded sketch.
3. The existing sidewalk ramp on the west side of Wall Street at LaSalle Street is to be
eliminated but the plans don't show a new location. Staff recommends that it be
located south of the proposed driveway, which will require modifications to the
sidewalk at the southeast comer of the intersection.
The sidewalk ramp has been moved south and the sidewalk extended at the
southeast corner of the intersection.
4. With this development, the cul-de-sac bulb at the end of Wall Street is of no benefit
and the two drives connecting to it is awkward. The bulb should be eliminated, and
the corresponding portion of the right of way should be vacated. This would allow for a
single north-south parking lot and the elimination of both drives at the bulb. (See
attached sketch.)
The cul-de-sac bulb has been eliminated according to the forwarded sketch. The
right-of-way will be vacated per the forthcoming plat.
5. The driveway north of the cul-de-sac and Montgomery Street is privately owned and
maintained. Before the village can approve the new driveway connection at the
northeast corner of the site, the applicant must obtain an access agreement.
See attached "Declaration of Protective Covenants and Reciprocal Grants of
Easement" and Exhibit "8" showing that the road access is allowed.
6. The level of service (LOS) report for Algonquin Road & Elmhurst Road PM-Existing is
missing from the Traffic Impact Study (TIS), and must be included.
See attached response dated January 12, 2007 by Metro Transportation Group, Inc.
7. On the LOS report for Algonquin Road & Elmhurst Road that includes the projected site
traffic, there appears to be different signal timing. Verify whether the phasing has
been re-optimized. Also, confirm whether lOOT has reviewed this and if they anticipate
making changes to the timing.
See attached response dated January 12, 2007 by Metro Transportation Group, Inc.
8. The projected LOS for east-west left turns from LaSalle Street onto Elmhurst Road is
horrible. The delay for eastbound traffic will be nearly 2 minutes (increase in 30
seconds) and the delay for westbound traffic (Des Plaines) will be 9 minutes (increase
in 3 lh minutes). The applicant should submit the plans and TIS to the Illinois
Department of Transportation (lOOT) to determine if traffic signals can be installed at
this intersection.
See attached response dated January 12,2007 by Metro Transportation Group, Inc.
9. The TIS should evaluate the following storage bays: southbound Wall Street at
Algonquin Road, eastbound LaSalle Street at Elmhurst Road and northbound Elmhurst
Road at LaSalle Street: verify whether there is a need to increase the storage lengths
of any of the turning lanes.
See attached response dated January 12, 2007 by Metro Transportation Group, Inc.
Site Comments
10. The plans indicate that 1780 Wall Street will drain to a new detention pond, and 1660
Wall Street will drain to the existing detention pond. Provide calculations that
demonstrate the proposed development meets current ordinances for stormwater
detention, and does not adversely impact the existing drainage system.
Please find attached a copy of the stormwater management report for this project.
11. The existing drainage ditch along the west and north property lines of 1660 Wall Street
is in poor condition, and must be re-graded and restored as part of this project.
Notes have been added to the grading and erosion control sheets saying the ditch
needs to be re-graded and restored.
12. The plan shows several connections to the public water main system, including fire
loops behind both buildings, and in front of 1780 Wall Street. The plans show
easements over all of the water mains, implying that these shall be public mains. The
mains shown on the plan are to serve the site, and do not enhance the public system
in any way. Consequently, all new mains/services must be privately owned and
maintained, and should be designed to minimize the number of connections to the
publiC system.
The publiC utility easement has been removed from the plans. The new mains/
services will be privately owned and maintained.
13. The Village recently replaced the public water main along Wall Street. Because of the
corrosive soil conditions encountered, it was necessary to use C-900 PVC pipe instead
of ductile iron. (The corrosive soil caused accelerated deterioration of the old DIP
main.) A soils investigation will be required as part of the Building permit process and
it may be necessary to use the C-900 PVC for all water mains and services for this
project.
The water main specification has been changed. PVC pipe per AWWA C-900 is now
specified.
14. The plans show two separate sanitary services for the building at 1780 Wall Street.
These should be combined on site, so only a single connection is made to the main.
The building will have only one sanitary sewer sel'Vice line in the center.
15. Parking lot drive aisles must be 24' wide measured to the edge of pavement (or 27'
measured to the back of curb).
The parking lot geometry has been changed accordingly.
16. The plans show striping accessible routes from the handicap parking spaces through
the driveways. Instead of directing the handicapped into traffic, sidewalk should be
provided along the front of the spaces. (See attached sketch.)
The accessible routes have been modified as requested. The curb In front of the HC
stalls will be depressed and the stalls will. have wheel stops.
17. The relocated street light is shown south of the proposed driveway at LaSalle Street;
revise the plan so it is near the northeast corner of the intersection.
The site plan will be modified accordingly.
Fire DeDartment
1. Hydrants to be installed per the Village's Development Code requirements.
Agreed.
2. Fire lanes shall be provided around the entire building (both buildings).
Agreed. The heavy duty pavement area on the sides and rear of the building will
allow access and maneuverability for the fire trucks. The front can be sel'Vlced from
Wall Street. "Fire Lane" labels have been added to the geometric plans.
3. The buildings shall be protected with automatic sprinklers and smoke and heat vents.
Agreed.
4. The buildings shall be developed according to all applicable Fire and Building Code
requirements.
Agreed.
Buildin!! Division
. No comments but please note that this does not release the applicant from specifying
and constructing this project in a manner that meets or exceeds the minimum
requirements set forth in the ordinances of the Village of Mount Prospect and its
adopted codes. A building permit application drawing submittal is still required.
Noted.
Planning Division
1. Revise the submittal to include the following:
a. A site plan no larger than 11"x17" that depicts the information provided on the table
titled "Lot Area Calculations". Staff suggests that the revised site plan depict the Wall
Street lots as proposed (consolidated. 2-lots). A similar site plan exhibit was
submitted; Atwel/ - Hicks "Site Plan for Conditional Use Permit" but it was difficult to
understand as the proposed lot configuration was not clearly defined. Please find
enclosed copies of the revised Site Plan and plat of survey in 11" x 11" format.
b. A plat of survey no larger than 11"x17". See plan.
2. Revise the 8.5"x11" exhibit titled "Lot Area Calculations" so that the portion of the
table titled "Proposed Conditions" is modified to reflect 2 new lots of record instead of
the 6 listed. The "Lot Area Calculations" worksheet has been re-titled to "Lot
Coverage Calculations" and revised accordingly;
3. Revise the landscape plan to include:
a. Additional materials along the north lot line (Sec. 14.2308.C) See plan.
b. The required fence along the north lot line (Sec. 14.2104.E) See plan.
c. Any fences along the west lot line and if fences do not exist, clarify whether a new
fence will be installed. See plan.
d. The installation of year-round landscaping along the west lot line and the east
elevation (Sec. 14.2308.B.2). Also the Landscape Ordinance requires at least two
additional trees along the west lot line.7 See plan.
e. The installation of native landscape plants around the detention ponds to ensure bank
stabilization, subject to Village engineering approval. See plan.
4. Submit a photometric plan (Sec.14.314 & 14.2219). Submitted.
5. Revise the site plan to indicate the location of any outdoor picnic tables and or
dumpsters/dumpster enclosures (Sec. 14.306.D). At this time, the dumpster will be
located inside the building. We will update the plan when a tenant has been
determined.
6. Revise the site plan so the side walk is extended along Wall Street, up to Montgomery
Street. See plan.
7. Provide a color rending and materials board for the proposed warehouses. Submitted.
8. Clarify a note on the Atwel/ - Hicks plan 0345-21-06 stating the 'retaining wall (by the
loading docks) by others'. See plan.
9. The project site will have to be consolidated, subject to Village Board approval.
Agreed. The Plat of Re-subdivision will be sent under separate cover.
10. The amount of parking proposed appears to comply with Village regulations, subject to
the amount of office space to be constructed. Please note that additional office space
may require providing additional parking spaces. Noted.
11. Confirm Article 1 of the Declaration of Protective Covenants and Reciprocal Grants of
Easement section 1.2, or any other section of the agreement, grants the proposed
project rights to the privately owned portion of Wall Street and Montgomery Street.
Confirmed. See attached "Declaration of Protective Covenants and Reciprocal
Grants of Easement" and Exhibit "8" showing that the road access is allowed.
Response to email dated 1./1.6/07 concerning the "Declaration of Protective Covenants
and Reciprocal Grants of Easement":
1. Prepare a map depicting the location of Parcel A, B, C, D, E noted on page 17 of the
document.
See attached map Exhibit B.
2. Page 7 Article III, LAKES, 3.1 lists trust numbers 49501,42143,47207: identify who
each trust is.
40501.: Sold - No longer in use.
421.43: The Alter Group
47207: Sold - No longer in use.
3. Identify the section of the agreement that addresses maintaining the shared detention
system.
Sections 3.2, 3.3, 3.4, and 3.5 on page 8 of the document address the maintenance
of the shared detention system.
4. Confirm whether Lake Center Plaza Association still exists and provide a contact list
(names and phone #'s).
See attached Corporation File Detail Report for Association status.
The lake Center Plaza Association contacts are:
Larry Katz lake Center Plaza Partners
Mario Ferraro Victoria Group, Inc.
Charles Park Q-Ray
847-952-9560
708-51.6-1.006
847-228-1.1.80
If you have any questions or comments, please call me at (847) 568-5861.
Sincerely, /-)
4~
/Mic el D. Ricamato
Vice President - Development
cc:
3 I 00 W. HIGGJN5 ROAD, STE. 100
HOFFMAN ESTATES. IL60169-20H
(ha~
TELEPHONE: 630.213.1000
FACSIMILE: 630.213.3227
www~metrotr a.ns pottati on .(0 m
METRO TRANSPORTATION GROUP, INC.
Your Transportation Resource
TRAFFIC ENG IN EERING
TRANSPORTATION PLANNINC
SIGNAL SYSTEMSiDESIGN
January 12, 2007
Mr. Mike Richardson
Vice President
The Alter Group
Re: Response to Traffic Study Comments - Lake Center Corporate Park
Dear Mr. Richardson,
This letter is in response to the comments from the Village of Mount Prospect regarding the Traffic
Study for the Lake Center Corporate Park, dated November 22nd 2006 and prepared by Metro
Transportation Group, Inc. (Metro). It is our understanding that The Alter Group will address
items #1 through #5.
Comment #6 and #7: Missing PM-Existing Capacity Analysis and Signal Timings (lL Route 62
and IL Route 83)
The capacity analyses of the intersection of IL Route 62 and IL Route 83 presented in the previously
submitted memorandum were based on actual field observations. Metro retrieved data from the
traffic controller of the subject intersection and re-conducted the capacity analyses with same signal
timings for existing and future conditions. All output worksheets used for these analyses are
contained at the end of this letter. The results of the analyses indicate that the intersection of IL
Route 62 and IL Route 83 will continue operating at LOS "0" during the morning and evening peak
hour with a negligible increase in the overall intersection delay due to the addition of the site-
generated traffic.
CHICAGO. ILLINOIS . HOHMAN [STAT[S.ILtlNOIS . ANN ARBOR. MICHIGAN
rW3~
Mr. Mike Richardson
January 12. 2007
Page 2
Comment #8: Traffic Signal at the Intersection of LaSalle Street and Il Route 83
The results of the capacity analyses indicated that the projected LOS for the east/west left turns
from LaSalle Street to IL Route 83 is undesirable. However, since the projected traffic volumes of
the eastbound and westbound approaches are fewer than 100 vehicles during both the morning and
evening peak hour, according to MUTeDl criteria a traffic signal cannot be justified at the subject
location.
It should also be noted that the number of the projected eastbound and westbound left-turn
maneuvers (10 and 20 respectively) during the PM peak hour is very low. Although the capacity
analyses indicated a significant amount of delay for the left-turning volumes, this is not an
uncommon situation for minor streets/driveways intersecting with an arterial such as IL Route 83.
In addition, the analyses were conservative since they did not take into consideration any gaps in
traffic flow created by the signalized intersection of Dempster Street and IL Route 83 that would
potentially facilitate left-turn maneuvers to IL Route 83.
Comment #9: Storage Bay Analysis
The capacity analyses of the previously submitted Memorandum include the 95th percentile queue
lengths of each movement according to the methodologies outlined in the Highway Capacity
Manua12. Table 1 summarizes the results of the analyses and lists the projected traffic volumes and
existing storage lengths of the studied approaches:
TABLE 1
QUEUE LENGTHS AND STORAGE BAYS
Intersection
Existing
Storage
AM Peak Hour
Projected Traffic
Volumes
PM Peak Hour
Projected Traffic
Volumes
AM Peak
Hour Queue
Lengths'"
.
: PM Peak
.
! HoW' Queue
i Lengths"
. .
. .
Wall Street and :. :
SBLT-I00feet : SBLT:<5vehides : SBLT-I0vehicles SBLT-Dfeel:: SBLT-14feet
IL Route 62 :: :
, . ~ ~
.______a_______________~___________________A___________..._._______~_________.________._____~_________..._____~_________________.
. II . I ~
. II . S &
laSalle Street : EBLT-80feet ! EBLT:<5vehicles ! EBLT-I0vehicles : EBLT-ofeel: ! EBLT~21feet
and IL Route 83 : NBL T -115 feet ! NBL T: 60 vehicles : NBL T.22 vehicles : NBL T.9 feet ! NBL T -3 feet
. II . I II
, . .. I I'
. , . I .
'"Queue Lengths are presented in the capacity worksheets in vehicles. In this table, queue lengths are presented in feet
assuming that one vehicle requires approximately 25 feet.
1 Manual on Uniform Traffic Control Devices, Federal Highway Administration, 2003 Edition
2Highway Capacity Manual, Transportation Research Board, National Research Council, Washington, D.C., 2000
fbEliS
Mr. Mike Richardson
January 12. 2007
Page 3
As indicated in Table 1, all existing storage bays can efficiently accommodate the projected traffic
volumes associated with the proposed development.
Should you have any questions, please do not hesitate to contact Metro.
Yours Truly,
~~
R~ian
President
HCS+ 1M DETAILED REPORT I
rG~ -. '~i1r:;;f;Jg~~i~;?::~::i;i~t') '-<,;;:It::.. . - ~.;~- ;%~__~;;~j~'~~f;~~~;';~~:~+~f;:
Analyst CDA Intersection It 83 and It 62
Agency or Co. Metro Area Type All other areas
Date Performed 01/12/2007 Jurisdiction State
Time Period AM Peak-Existing Analysis Year 2007
Project 10 H0611.01
'. ;'.:~.'=; ~. .. .._.. -".- '~i.":l!..,:. -- -::~ .. - -n - -~~
-'~.,~~ -..;.:~.\~t.. ., " -
. . - .. .
EB we NB SB
LT TH RT LT TH RT LT TH AT IT TH RT
Number of Lanes, N1 1 2 1 1 2 0 1 2 0 1 2 1
Lane Group L T R L TR t TR L T R
Volume, V (vph) 100 540 360 150 440 70 355 645 70 105 940 80
% Heavy Vehicles, %HV 5 5 5 5 5 5 5 5 5 5 5 5
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Pretimed, (P) or Actuated (A) A A A A A A A A A A A A
Start-up Lost Time, It 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival Type, AT 3 3 3 3 3 3 :3 3 :3 :3
Unit Extension, U E 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/Metering, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped I Bike I RTOR Volumes 0 0 0 0 0 (} 0 0 0 0 0 0
Lane Width 11.0 12.0 11.0 12.0 12.0 13.0 12.0 12.0 13.0 12.0
Parking I Grade I Parking N 0 N N 0 N N 0 N N () N
Parking Maneuvers, Nm
Buses Stopping, NB 0 0 0 0 0 0 0 0 0 0
Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2
Phasing Excl. Left WB Only EW Perm 04 Excl. Left NB Only NS Perm 08
Timing G= 9.0 G= 4.0 G = 31.0 G= G= 9.0 G = 22.0 G = 47.0 G=
Y= 3 Y= 0 Y= 6 Y= y= 3 Y= 0 y= 6 y=
Duration of Analysis, T = 1.00 C cle length, C = 140.0
, ... ... ...
- <r. ...............
EB WB NB SB
LT TH RT IT TH RT IT TH RT IT TH RT
Adjusted Flow Rate, v 106 574 383 160 542 378 760 112 1000 85
lane Group Capacity, C 227 803 754 248 844 484 1673 332 1258 681
v/c Ratio, X 0.47 0.71 0.51 0.65 0.64 0.78 0.45 0.34 0.79 0.12
Total Green Ratio, g/C 0.29 0.22 0.51 0.34 0.25 0.58 0.49 0.40 0.34 0.44
Uniform Delay, d1 38.5 50.4 22.9 36.2 46.9 38.4 23.2 27.0 42.1 23.0
Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Delay Calibration, k 0.11 0.28 0.12 0.22 0.22 0.33 0.11 0.11 0.34 0.11
Incremental Delay, d2 1.5 3.1 0.6 5.8 1.7 8.5 0.2 0.6 3.7 0.1
Initial Queue Delay, ds 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay 40.1 53.5 23.5 42.0 48.6 46.9 23.4 27.6 45.9 23.1
Lane Group LOS D D C D D D C C D C
Approach Delay 41.3 47.1 31.2 42.5
Approach LOS D D C D
Intersection Delay 39.9 Xc = 0.88 Intersection LOS D
Copyright @2005 University of Florida, All Rights Reserved
HCS+™ Version 5.2
Generated: 111212007 12:27 PM
'=--dt'
Analyst CDA
Agency or Co. Metro
Date Performed 01/12/2007
Time Period PM Peak-Existing
-
IL 83 and IL 62
All other areas
State
2007
H0611.0f
~ ~
EB we NB sa
LT TH RT LT TH RT IT TH RT LT TH RT
Number of Lanes, Nt 1 2 1 1 2 0 1 2 0 1 2 1
Lane Group L T R L TR L TR L T R
Volume, V (vph) 145 540 485 140 620 165 450 1145 90 110 915 115
% Heavy Vehicles, %HV 3 3 3 3 3 3 3 3 3 3 3 3
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed (P) or Actuated (A) A A A A A A A A A A A A
Start-up Lost Time, h 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival Type, AT 3 3 3 3 3 3 3 3 3 3
Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
FilteringlMeterina, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped I Bike I RTOA Volumes 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 11.0 12.0 11.0 12.0 12.0 13.0 12.0 12.0 13.0 12.0
Parking I Grade f Parking N 0 N N 0 N N 0 N N 0 N
Parking Maneuvers, Nm
Buses Stopping, NB 0 0 0 0 0 0 0 0 0 0
Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2
Phasina Excl. Left EW Perm 03 04 Excl. Left NB Only NSPerm 08
Timing G = 12.0 G = 37.0 G= G= G = 17.0 G = 15.0 G = 41.0 G=
y= 3 y= 6 y= y= y= 3 y= 0 y= 6 y=
Duration of Ana sis. T = 1.00 C cle Len th, C :: 140.0
-
EB WB NB sa
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted Flow Rate, v 153 568 511 147 827 474 1300 116 963 121
Lane Group Capacity, e 196 977 845 263 899 507 1390 266 1119 661
vie Ratio, X 0.78 0.58 0.60 0.56 0.92 0.93 0.94 0.44 0.86 0.18
Total Green Ratio, glC 0.37 0.26 0.56 0.37 0.26 0.54 0.40 0.41 0.29 0.42
Uniform Delay, d1 34.9 44.8 20.7 32.0 50.1 35.2 40.3 29.7 46.8 25.4
Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Delay Calibration, k 0.33 0.17 0.19 0.16 0.44 0.45 0.45 0.11 0.39 0.11
Incremental Delay, d2 20.4 0.9 1.2 2.7 17.9 35.2 14.9 1.1 7.5 0.1
Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay 55.4 45.7 22.0 34.7 68.0 70.4 55.2 30.8 54.3 25.5
Lane Group LOS E 0 C C E E E C D C
Approach Delay 37.0 62.9 59.2 49.2
Approach LOS D E E 0
intersection Delay 52.3 Xc = 1.00 Intersection LOS 0
Copyright @ 2005 University of Florida. All Rights Reserved
HCS+™ Version 5.2
Generated; 1/12/2007 2:49 PM
HCS+'" DETAilED REPORT
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~.':; . ....~.....
Analyst CDA Intersection IL 83 and IL 62
Agency or Co. Metro Area Type All other Breas
Date Performed 01/12/2007 Jurisdiction State
Time Period AM Peak-Proposed Analysis Year 2007
Project 10 H0611.01
:JIIJi" ._- --~..:.- t....:" ~~""i,;""""'" - "~"'~~~lt~...- . .. , ----
. --.. - .... . . '" ""., . .~ ..- ~. ...
-. ...
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes, N 1 1 2 1 1 2 0 1 2 0 ., 2 .,
Lane Group L T R L TR L TR L T R
Volume. V (vph) 100 540 360 150 462 75 365 880 70 105 948 80
% Heavy Vehicles, %HV 5 5 5 5 5 5 5 5 5 5 5 5
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Pretimed (P) or Actuated (A) A A A A A A A A A A A A
Start-UD Lost Time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival Type, AT 3 3 3 3 3 3 3 3 3 3
Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 S.O 3.0 3.0
FilterinalMeterina, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped I Bike I RTOR Volumes 0 0 0 0 0 0 0 0 a 0 0 0
Lane Width 11.0 12.0 11.0 12.0 12.0 13.0 12.0 12.0 13.0 12.0
Parking I Grade I Parking N 0 N N 0 N N a N N 0 N
Parking Maneuvers, Nm
Buses Stopping, Ns 0 0 0 0 0 0 0 0 0 0
Min. Time for P~estrians, Gp 32 3.2 3.2 3.2
Phasina Excl. Left WB OnlY EWPerm 04 Excl. Left NB Only NS Perm 08
Timing G= 9.0 G= 4.0 G = 31.0 G= G= 9.0 G = 22.0 G = 47.0 G=
y= 3 y= 0 y= 6 y= y= 3 y= 0 Y= 6 y=
Duration of Anal sis, T = 1.00 C cle Len th, C = 140.0
..
EB we NB S8
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted Flow Rate, v 106 574 383 160 571 388 797 112 1009 85
Lane Group Capacity, c 216 803 754 248 843 484 1674 324 1258 881
vIe Ratio, X 0.49 0.71 0.51 0.65 0.68 0.80 0.48 0.35 a.80 0.12
Total Green Ratio, g/C 0.29 0.22 0.51 0.34 0.25 0.58 0,49 0.40 0.34 0.44
Uniform Delay, d1 38.6 50.4 22.9 36.2 47.4 39.0 23.5 27. a 42.3 23.0
Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Delay Calibration, k 0.11 0.28 0.12 0.22 0.25 0.35 0.11 0.11 0.35 0.11
Incremental Delay, d2 1.8 3.1 0.6 5.8 2.2 10.1 0.2 0.6 4.a 0.1
Initial Queue Delay, d3 0.0 o.a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay 40.4 53.5 23.5 42.0 49.6 49.1 23.7 27.6 46.2 23.1
Lane Group lOS D D C D D D C C D C
Approach Delay 41.4 48.0 32.0 42.9
Approach LOS D D C 0
Intersection Delay 40.3 X = 0.89 Intersection LOS D
c
Copyright <<;) 2005 University ot Florida. All Rights Reserved
HCS+™ Version 5.2
Generated: 1112/2007 12:28 PM
~.. HCS+'" DETAILED REPO
':'1," .~. ~~~f;'3i~~~ . . . ';':';'-w.;:o"""""'C. .li'''' mi"" ....... ~~ .- ..
. .:..:.:'...... =. , .,~. _ . :ai
Analyst CDA Intersection IL 83 and IL 62
Agency or Co. Metro Area Type All other areas
Date Performed 01/12/2007 Jurisdiction State
Time Period PM Peak-Proposed Analysis Year 2007
Project 10 H0611.01 .
!:. ~..;.: ':- . ... ,~ "
EB WB NB 56
lT TH RT lT TH RT lT TH RT LT TH RT
Number of Lanes, N1 1 2 1 1 2 0 1 2 0 1 2 1
lane Group L T R L TR L TR L T R
Volume, V (vehl 145 540 485 140 627 165 450 1157 90 135 953 115
% Heavy Vehicles, %HV 3 3 3 3 3 3 3 3 3 3 3 3
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed (P) or Actuated (A) A A A A A A A A A A A A
Start-up lost Time, h 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival Type, AT 3 3 3 3 3 3 3 3 3 3
Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
FilterinalMeterina, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped I Bike I RTOR Volumes 0 0 0 0 0 0 0 0 0 0 0 0
lane Width 11.0 12.0 11.0 12.0 12.0 13.0 12.0 12.0 13.0 12.0
Parking I Grade I Parking N 0 N N 0 N N 0 N N 0 N
Parking Maneuvers, Nm
BusesStoppina, Ne 0 0 0 0 0 0 0 0 0 0
Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2
Phasina Excl. left EW Perm 03 04 Excl. left NB Onlv NS Perm 08
Timing G = 12.0 G = 37.0 G= G= G = 17.0 G = 15.0 G = 41.0 G=
y= 3 y= 6 y= y= y= 3 y= 0 y= 6 y=
Duration of Anal sis, T:: 1.00 C cle Len th, C = 140.0
,-
EB WB NB SB
lT TH RT LT TH AT LT TH RT LT TH RT
Adjusted Flow Rate, v 153 568 511 147 834 474 1313 142 1003 121
Lane Group Capacity, C 196 977 845 263 899 507 1390 266 1119 661
vIe Ratio, X 0.78 0.58 0.60 0.56 a93 0.93 0.94 0.53 0.90 0.18
Total Green Ratio, glC 0.37 0.26 0.56 0.37 0.26 0.54 0040 0.41 0.29 0.42
Uniform Delay, d1 35.0 44.8 20.7 32.0 50.2 24.7 40.5 30.4 47.5 25.4
Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Delay Calibration, k 0.33 0.17 0.19 0.16 0.44 0045 0.46 0.14 0.42 0.11
Incremental Delay, d2 20.4 0.9 1.2 2.7 19.8 35.2 17.2 2.1 11.0 0.1
Initial Queue Delay, da 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay 55.4 45.7 22.0 34.7 70.0 60.0 57.7 32.5 58.5 25.5
lane Group lOS E D C C E E E C E C
Approach Delay 37.0 64.7 58.3 52.4
Approach LOS D E E D
Intersection Delay 53.1 Xc = 1.02 Intersection LOS D
Copyright @2oo5 University 01 Florida, All Rights Reserved
HCS+™ Version 5.2
Generated: 1/12/2007 2:49 PM
r
3100 W. HIGGINS ROAD, STL HIO
HOFFMAN ES"lATES. IL 60169-209,
[iJaiS
TELEPHONE: 630.213.1000
FACSIMILE: 630.213.3227
wWW.metfotf2:nSpartatlon.c::oJr.
METRO TRANSPORTATION GROUP, INC.
Your Transportation Resource
TRAFfiC ENGINEERJIIIG
TRANSPORTATION PLANNING
SIGNAL SYSTEMS/DESIGN
r::;;r.::=
;.
!i
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~
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MEMORANDUM
':;"C);
Mr. Mike Richardson
Vice President
The Alter Group
FIR()~:vE:
Rolf P. Kilian
President
Metro Transportation Group, Inc.
Christos D. Achillides
Transportation Consultant
Metro Transportation Group, Inc.
DATE:
November 22, 2006
SUBJECT:
Lake Center Corporate Park - Mount Prospect, Illinois
INTRODUCTION
Metro Transportation Group, Inc. (Metro) was retained by The Alter Group to provide an analysis of
the projected site traffic to be generated by the proposed Lake Center Corporate Park located north of
IL Route 62 (Algonquin Road) and west of Wall Street, in Mount Prospect, Illinois. This
memorandum discusses neighboring roadway network characteristics, the projected vehicle and
truck traffic resultant from the site's development, and anticipated conditions following the project's
completion.
Page 1
CHICAGO. ILLINOIS . HOFFMAN ESTATfS. IlllNOI, . ANN ARBOR. MICHIGAN
~~
Lake Center Corporate Park
Novernber22,2006
EXISTING CONDITIONS
The subject site is located west of Wall Street and north of IL Route 62, and approximately 800 feet
west of IL Route 83 (Elmhurst Road). Surrounding land uses in the area are mostly industrial and
commercial. Figure 1 shows the location of the site in respect to the surrounding street system. All
figures are presented in the Appendix of this memorandum.
Existing Street Characteristics
The area roadways most directly affected by the proposed development are IL Route 62, IL Route
83, Wall Street, LaSalle Street, and Montgomery Street. These roadways are described below in
more detail.
IL Route 62, also known as Algonquin Road, is an east/west five-lane major arterial with a posted
speed limit of 35 miles per hour (MPH) east of Wall Street and 45 MPH west of Wall Street. IL Route
62 is under the jurisdiction of the illinois Department of Transportation (IDOT). At its intersection
with WaIl Street, left-turn lanes are provided for both eastbound and westbound traffic. At its
signalized intersection with IL Route 83, IL Route 62 widens to provide eastbound traffic with a
shared through/right-turn lane, a through lane, and a left-turn lane and westbound traffic with a
right-turn lane, two through lanes, and a left-turn lane.
It Route 83 is a north/south five-lane major arterial with a posted speed limit of 35 MPH in the
vicinity of the site. IL Route 83 is under the jurisdiction of the illinois Department of Transportation
(IDOT) and is designated as a Strategic Regional Arterial (SRA). The SRA designation controls
roadway access and signal installation so as to facilitate efficient and safe transportation. At its
intersection with IL Route 62, northbound traffic is provided with a shared through/right-turn lane,
a through lane, and a left-turn lane and southbound traffic with a right-turn lane, two through
lanes, and a left-turn lane. At its intersection with LaSalle Street, northbound traffic on IL Route 83 is
provided with an exclusive left-turn lane. At its intersection with Montgomery Street, turn lanes are
not provided on IL Route 83; however, northbound traffic is separated from southbound traffic by a
17-foot painted median.
Metro Transportation Group, Inc.
Page 2
(ua~
Lake Center Corporate Parle
November 22, 2006
Wall Street is a north/south two-way street under the jurisdiction of the Village of Mount Prospect.
At its stop-controlled intersection with IL Route 62, southbound traffic is provided with a shared
through/right-turn lane and a Jeft-tum lane.
LaSalle Street is an east/west two-way street under the jurisdiction of the Village of Mount
Prospect. At its stop-controlled intersection with 11 Route 83, eastbound traffic is provided with a
shared through/right-turn lane and a left-turn lane.
Montgomery Street is an east/west two-way street under the jurisdiction of the V.illage of Mount
Prospect. At its stop-controlled intersection with IL Route 83, eastbound traffic is provided with a
16-foot wide shared through/rightJIeft-turn lane.
It should be noted that speed limits are not posted on Wall Street, on LaSalle Street, and on
Montgomery Street, which are all designated as a local truck routes.
Existing Traffic Volumes
In order to gain an understanding of the traffic patterns in the area, manual traffic counts were
conducted on a weekday morning (7:00 to 9:00 AM) and weekday evening (4:00 to 6:00 PM) in
August 2006, at the following intersections:
;;:. IL Route 62 and It Route 83
~ IL Route 62 and Wall Street
;. IL Route 83 and LaSalle Street
~ It Route 83 and Montgomery Street
The traffic Count data indicates that the weekday morning peak hour occurs from 7:15 to 8:15 AM
and the weekday afternoon peak hour occurs from 5:00 to 6:00 PM. In addition, twenty-four hour
automatic traffic recorder (ATR) counts were conducted on IL Route 62 and on IL Route 83
adjacent to the site. The ATR counts indicate that the average daily traffic on IL Route 62 is 26,000
vehicles and on IL Route 83 is 31,600 vehicles.
The existing weekday morning and evening peak hour traffic volumes and the average daily traffic
on It Route 62 and on It Route 83 are summarized on Figure 2.
Metro Transportation Group, Inc.
Page 3
~~
Lake Center Corporate Park
November 22, 2006
SITE TRAFFIC CHARACTERISTICS
The proposed development will serve as a freight forwarding and distribution center. It will
consist of two buildings (Building 1 and Building 2) of 147,000 square feet (SF) and 107,800 SF,
respectively. Building 1 includes 40 truck docks and Building 2 includes 28 truck docks, all located
along the western face of the buildings. Each building will also include 20,000 SF of office. Access
to the proposed development will be provided via Wall Street, LaSalle Street, and Montgomery
Street.
Trip Generation
The estimates of traffic to be generated by the site are based upon the proposed land use type and
size. For the freight forwarding facility, the Institute of Transportation Engineers CITE) report, Trip
Generation, 7th Edition], which is the standard engineering practice for estimating trips generated by
a proposed development, does not provide any trip generation rates. Therefore, Metro reviewed
the Watkins Motor Terminal, Schaumburg, minois - Traffic Impact Analysis (TIA), which refers to
a facility similar to the proposed (distribution center for local deliveries and long hauls). Since the
two developments are also similar in size (the studied facility included 72 truck births, while the
proposed development includes 68 truck births), the trip generation data from the Watkins Motor
Terminal TIA were utilized to estimate the trips generated by the proposed facility.
The total trips to be generated by the proposed freight forwarding facility are detailed in Table 1.
The trip generation data utilized for this analysis, including an hourly summary of the inbound
and outbound movements by truck type, is presented in the Appendix. It should be noted that
since the number of employees at the proposed development is still undefined, a conservative
estimation of 30 inbound employee trips in the morning peak hour and 15 outbound employee
trips in the evening peak hour was provided.
1 Trip Generation. 7/il Edition, Institute afTransportation Engineers (lTE), Washington, D.C., 2003
Metro Transportation Group, Inc.
Page 4
(ha~
Lake Center Corporate Park
November 22, 2006
TABLE 1
SITE-GENERATED TRAFFIC - FREIGHT FORWARDING F ACILIn'
FREIGHT FORWARDING
F ACIUTY
WEEKDAY AM PEAK
WEEKDAY PM PEAK
r-~---.._W-i-.---------r-_________~_______.___j_______---i-----------
I I . . I I
! IN i OUT : TOTAL i IN : OUT : TOTAL
" ,
EMPLOYEES
30
30
15
15
-------------------------------------~----------.--~--------~----------.-----------~----------.-----------
I I I I
I. I I
TRUCKS 12 : 3 15 9 i 3 ! 12
. '.
' "
TOTAL
42
3
45
9
18
27
In addition, to estimate the volume of traffic generated by the office use, trip generation rates
presented in the lYE Trip Generation report (Land Use Code: 710 - General Office Building) were
utilized. The total trips to be generated by the proposed offices are detailed in Table 2.
TABLE 2
SITE-GENERATED TRAFFIC VOLUMES - OFFICE
WEEKDAY AM PEAK WEEKDAY PM PEAK
LAND USE CODE: '710 :-- --. -- _u _;_u__.. --_ _, ___ ___ h_ _ ~___ _.. _ ___ _.-____._____; h_ _ _ _ _u __
GENERAL OFFICE BUILDING i IN : OUT i TOTAL: IN : OUT: TOTAL
' , I I I I
" ,
40,000 SF
80
10
90
20
105
125
Directional Distribution
The directions from which the site traffic will approach and depart the site are a function of several
variables including the operational characteristics of the street system, the ease that motorists can
travel over various sections of the system and the existing traffic volumes. It should he noted that
a different directional distribution pattern was applied to the truck generated traffic since the
O'Hare airport wiII be the origin and the destination of the all truck generated trips. The
anticipated directional distribution of the generated employee and truck traffic is shown in Table 3
and on Figure 3.
Metro Transportation Group, Inc.
Page 5
~~
Lake Center Corporate Park
November 22. 2006
TABLE 3
DIRECTIONAL DISTRIBUTION
ToIFROM...
EMPLOYEE TRAFFIC
TRUCK TRAFFJC
East on IL Route 62
20%
20%
~w~..____________________________~~_______~___________-----------------------------~-----------------------------------------
,
.
------------------------------------------~----------------------------------------~-----------------------------------------
West on IL Route 62
25%
North on IL Route 83
25%
-------------------------------------------:----------------------------------------~-----------------------------------------
, .
: 30% :
, ,
: :
,
,
South on IL Route 83
80%
TOTAL
100%
100%
Site Traffic Assignment
Based on the direction of travel and the preferred access usage, the site-generated trips were assigned
to the roadway network by utilizing the site-estimated trips listed in Table 1 and in Table 2 and the
directional distribution outlined in Table 3. The site traffic assignment for the employee traffic is
illustrated on Figure 4 and for the truck traffic on Figure 5.
Total Traffic Assignment
The total traffic assignment presents the overall projected traffic volumes upon construction of the
proposed development by combining the site-generated volumes (employees and trucks) plus the
existing traffic. The total traffic volumes upon completion of the project are illustrated in Figure 6.
Metro Transportation Group, inc.
Page 6
(fii3~
Lake Center Corporate Park
November 22. 2006
ANALYSIS AND RECOMMENDATIONS
Capacity analyses were conducted to determine whether the adjacent roadway network would be
able to accommodate the needs of the proposed development using the methodologies outlined in
the Highway Capacity Manua/2.
The ability of an intersection to accommodate traffic flow is expressed in terms of Level of Service
(LOS), which is assigned a letter from A to F based on the average total delay experienced by each
vehicle passing through an intersection. Level of Service A is the highest (best traffic flow and
least delay), Level of Service E represents saturated or at-capacity conditions, and Level of Service
F is the lowest (oversaturated conditions). Typically, Level of Service D is the lowest satisfactory
level accepted by public agencies in Northeastern Illinois for design of peak-hour conditions. The
Highway Capacity Manual definition, for the level of service and the corresponding delay for
signalized and unsignalized intersections, is contained in the Appendix of this report.
Summaries of the capacity analysis results indicating the LOS for the critical movements of aU
study intersections under existing and future conditions are presented in Table 4. It should be
noted that based on the requirements presented in IDOT's Bureau of Design and Environment
Manual (BDE)3, Chapter 36-3 - Auxiliary Turn Lanes, and the projected traffic volUmes upon
construction of the project, an exclusive westbound right-turn lane is not warranted on IL Route 62
at Wall Street.
As reflected in the capacity analysis, the trips generated by the development are anticipated to
have a negligible impact on the traffic operations of the study intersections. All output worksheets
used for these analyses are contained in the Appendix..
2Highway CaptU:ity Manual, Transportation Research Board, National Research Council, Washington, D.C., 2000
-'Bureau of Design and Environment Manual, Illinois Department of Transportation. 2002
Metro Transportation Group, inc.
Page 7
(ha1llD)
Lake Canter Corporate Park
November 22. 2006
TABLE 3
INTERSEcrION LEVEL-OF-SERV.ICE SUMMARY
INTERSECTION
: EXISTING CONDmONS: BUILD CONDITIONS
:-----------------;-----------------~----------------~-----------------
I , I I
: AM PEAK : PM PEAK : AM PEAK : PM PEAK
. , I .
IL Route 62 and
IL Route 83
LOS-D
LOS-D
LOS-D
WS-D
.--.. --.. -------.. --.. ---.................. -..--.... -;-- -----..- --.. ......... -;- --..- -...-.. -..-... --- --:-................ -..- ---...... -:-----_... _...-........ ---
I I I I
: SB-A : SB-C : SB-A : SB-C
I f I I
EBL-A : EBL-B : EBL-A EBL-B
. I I I
........ --.. -- ----- -- --- -............. -- --...... --.-"" ---.. ----- -----.............. --....--...... ---1- -o. ___..... _.._.... __.. _--.___ __.. ____................
, , .
EB - B : EB - B EB - B ' EE - C
,
NBL-B : NBL-B NBL-B NBL-B
IL Route 62 and
Wall Street
IL Route 83 and
LaSalle Street
. ,
...---------...-----------------------:..-..--------------~---.-------.-----~-.-------.-.-----:--------.--------
It Route 83 and ,EB-C 1 EB-D ; EB-C : EB-D
Montgomery Street i NBL - B 1 NEL - B i NBL - B : NBL - B
, I I ,
LOS - Level of Service for Signalized lntersections
56 - Southbound Approach EB - Eastbound Approach
EBL - Eastbound Left-Turn Movement NBL - Northbound Left-Turn Movement
CONCLUSIONS
;.,. The amount of site-generated traffic is expected to have minimal effects on the operations
of the external street network.
~ The proposed development is expected to generate approximately 135 bi-directional trips,
including 15 truck trips, during the AM peak hour and 152 hi-directional trips, including 12
truck trips, during the PM peak hour.
~ It is expected that 80% of the generated truck traffic would access the development to and
from the south on IL Route 83 and 20% to and from the east on IL Route 62. In addition,
25% of the employees are anticipated to access to site to and from the north on IL Route 83,
30% to and from the south on IL Route 83, 20% to and from the east on It Route 62, and
25% to and from the west on It Route 62.
~ The results of the capacity analyses indicate that the area roadways can efficiently
accommodate the traffic generated by the proposed development.
Metro Transportation Group, Inc.
Page 8
APPENDICES
Figures
Auxiliary Lane Analysis
Level of Service (LOS) Summary
Intersection Capacity Analysis
Traffic Counts
Trip Generation Survey from Watkins Motor Terminal TIA
Site Plan
Figures
~
ill
0::
~
(9
LL
0..
<(
~
Z
o
~
u
o
......J
ill
I-
m
LEGEND
r
L
xx - Weekday AM Peak Hour
(7:15-8:15 AM)
(XX) - Weekday P.M. Peak Hour
(4:45-5:45 PM)
[XX] - Average Daily Traffic
T - Existing Stop Sign
8, Existin~ Traffic Signal
- - Less then 5 Vehicles
rbalilOO
SITE
t
NOT TO SCAlE
MONTGOMERY STREET
~
W
w
0::
~
W
...J
....J
~
LA SALLE STREET
~2g L20f,SI
t.t) t . 'I
,j I l. - 810 (1175)
t T .45 (5) f26.000]
-.J ..!. t ALGONQUIN ROADI
(5)5 "1 r IL62
(1150) 1000 - I.C) I .
(5)5~ G)~6'
, t:i. ~
EXISTING TRAFFIC
c
<
o
a::
~~
g O::...J
::: :::l-
@; 8" :I:
l4) _ ::E
Jliil
(3O).J- 11
(20)5, @:::::.
~
...
-
......
~
".:
~
iii'
~
2~~ L15/201
. .... an \' '/
,j ~ L _I r;~)(20)
(.).-1 ie -, t r
(.). - I
(25) 5 t
OlnO
t-oI~-
is it)
C~t!.
...
~
~tn"'6'"
In--
... Q)-
~i~ L70(165)
..J I L -440 (620)
t ~ ':ll.. r150(140)
(145) 100 -.J ~:., t r
(540) 54D - I
(485) 360---:1. ~ ~ ~
1 ....~ iii' ~
... ......
-
......-
......
FIGURE: 2
LEGEND
r
i
- I
l_
XX% - Percent Distribution-Employees
(XX%) . Percem Distribution-iruc!cs
(baliS
~ --
~t 0
~
a:::
~!'t)
",CD
0::...1
;::>-
J:
NOT TO SCALE ~
...I
w
MONTGOMERY STREET
- -
.....
W
w
a::
~
C/)
....I
....I
~
TE LA SALLE STREET
- -
25% 20%(20%)
.... ... AI:. ~... ....
ALGONQUIN ROADI ~ ~
fL62
d.
~
c
~
~
C
C<)
SI
DIRECTIONAL DISTRIBUTION
FIGURE: 3
LEGEND
r-
l_
XX Weekday A.M. Peak Hour
(7: 15-8: 15 AM)
(XX) . Weekday P.M. Peak Hour
(4:45-5:45 PM)
"':" . Existing Stop Sign
8: - Existing Traffic Signal
. . Less than 5 Vehicles
rluliS
SITE
~
NOT TO SCALE
MONTGOMERY STREET
!C)'
......
~
-'
o
<I(
o
11':
~C")
(1,)10
11':....1
;:,-
J:
:!E
....I
W
t
."...
al'
--..
IQ,
...JL
I .:.
(5) 25 ---I
~
W
w
1=
C/)
....I
....J
~
LA SALLE STREET
T
L 30 (5)
ALGONQUIN ROADI
Il62
SITE-GENERATED TRAFFIC-EMPLOYEES
(20) 5 .-JI-
(5)-,
~ iel
(10) - .JI- i
(55) ----.
I
6"
-
'-..
@:
I
c
..,
@:
~iO'
......i';- L5(-J
~ -20(5)
L''':::r.
~.Yi t
OIQ
- C'<
~~
FIGURE: 4
LEGEND
r-
I
I
L
xx - Weekd5Y A.M. Peak Hour
(7:15-8: 15 AM)
(XX) - Weekday P.M. Peak Hour
(4:45-5:45 PM)
.. - Existing Stop Sign
8 - Existing Traffic Signal
(balil!))
SITE
4>
NOT TO SCALE
MONTGOMERY STREET
o
~
c::
p...C')
U)1llO
0::....1
:;:)-
:I:
:E
.....I
W
-
.
I-
W
W
a::
I-
et)
.....I
...J
~
L 2 (2)
.
-
LA SALLE STREET
ALGONQUIN ROADI
IL62
SITE-GENERATED TRAFFIC-TRUCKS
Ie
-I
(3) 3 -l" '1
;:!
12
--
~
..,
! ~"::I..-2(2)
~;V t
;:!
12
FIGURE: 5
LEGEND
r-
L
XX Weekday A.M. Peak Hour
(7: 15-8: 15 AM)
(XX) Weekday P.M. Peal: Hour
(4:46-6:45 PM)
";' - Existing Stop Sign
8. Existing Traffic: Signal
- . less than S Vehicles
(be.
SITE
t
NOT TO SCALE
MONTGOMERY STREET
I-
W
W
a:::
~
....
....
~
LA SALLE STREET
i 6' L
~ ~ ~ 52(12)
-' I I - B10 (1175)
t:;: r45(5)
~ .:. t ALGONQUIN ROADI
(10) 30 -, r IL 62
(1150) 100D - ~, .
(5) 5 ~ ,-,. --;- 6'
, ~ '""=:::
TOTAL TRAFFIC
25
~
a:
.....M
~ (/) co
_a:: ...I
:::>-
6'" t:. ~
:::'8 ~
Q-
Jim
(50) 10~ 11
(25) 5 -,. ;)' J!I!
'"'I
.....
~
-
-- """
....8~
.....-
, - I()
L 15 (20)
I I I -- (-)
--' t L.- _, r 25 (20)
(10).--+ I- -, t r
(_). - I
(83) B,
olne
<;C)1lO-
.............-
~6'~
.........~.......
-
.....
~tr!!f
-l;h -
ii ~ L75(165)
I I I -462 (627)
--' + ~"::.. r 150 (140)
...J ~y t
(145) 100 -, r
(540) 54D -- I
(485) 360 ~ IS! i ~
f s;:::-8
Inln.....
:!;,.::
.....
FIGURE: 6
Level of Service (LOS) Summary
SIGNALIZED INTERSECTIONS
The capacity analyses are summarized into levels of service (LOS) ranging from A (the best) to F
(the worst). Immediately following is a more thorough description of each level of service.
. LOS A represents free flow. The general level of comfort and convenience provided to
the motorists is excellent Control delay per vehicle is less than or equal to 10.0 seconds.
. LOS B is in the range of stable flow. The level of comfort and convenience provided is
somewhat less than that of LOS A because the presence of others in the traffic stream
begins to affect individual behavior. Control delay per vehicle 10.1 to 20.0 seconds.
· LOS C is in the range of stable flow but marks the beginning of significant interference to
an individual's movement caused by others in the traffic stream. The general level of
comfort and convenience declines noticeably at this level. Control delay per vehicle 20.1 -
35.0 seconds.
· LOS D represents high density, but stable, flow. The driver experiences a generally poor
level of comfort and convenience. Control delay per vehicle 35.1 - 55.0 seconds.
· LOS E represents operating conditions at or near the capacity level. Operations at this
level are usually unstable and driver comfort and convenience levels aTe extremely poor.
Control delay per vehicle 55.1 - 80.0 seconds.
· LOS F represents forced or breakdown flow. It is the point at which arrival flow exceeds
discharge flow thereby causing a queue to form. Operations within the queue are
characterized by stop-and-go conditions. Control delay per vehicle is greater than to 80.0
seconds.
UNSIGNALIZED INTERSECTIONS
The capacity analyses are summarized into levels of service (LOS) ranging from A (the best) to F
(the worst). Immediately following is a more thorough description of each level of service.
e LOS A represents free flow. The general level of comfort and convenience provided to
the motorists is excellent. Delay per vehicle is less than or equal to 10.0 seconds.
OIl LOS B is in the range of stable flow. The level of comfort and convenience provided is
somewhat less than that of LOS A because the presence of others in the traffic stream
begins to affect individual behavior. Delay per vehicle 10.1 to 15.0 seconds.
· LOS C is in the range of stable flow but marks the beginning of significant interference to
an individual's movement caused by others in the traffic stream. The general level of
comfort and convenience declines noticeably at this level. Delay per vehicle 15.1 - 25.0
seconds.
'" LOS D represents high density, but stable, flow. The driver experiences a generally poor
level of comfort and convenience. Delay per vehicle 25.1 - 35.0 seconds.
Cl LOS E represents operating conditions at or near the capacity level. Operations at this
level are usually unstable and driver comfort and convenience levels are extremely poor.
Delay per vehicle 35.1- 50.0 seconds.
· LOS F represents forced or breakdown flow. It is the point at which arrival flow
exceeds discharge flow thereby causing a queue to form. Operations within the queue
are characterized by stop-and-go conditions. Delay per vehicle is greater than or equal
to 50.1 seconds.
Auxiliary Lane Analysis
GUIDELINES fOR RIGHT-TURN LANES AT UNSIGNAUZEO INTERSeCTION
ON FOUR-LANE HIGHWAYS
(O.$Ign Speed of 60 mph (80 kmlh) or Greater)
figure 36--38 *
120
100
~ 90
.....
~
~ BO
.~
.
.
o
r
OJ;;
5 60
.
E
.a 52
~
c
...
:J
., 40
t
.-
C%
Right- Twrn l<lm' MQ1
. Not be Necessary
Right.- Turn lone Should
be Conlldered
2D
200
- - ...... -- 1mIra:dIlIII1~ 1
I
I
I
J I I
400 BOO 800 907 1000 1200 1400 1600
Dlnf, In One Dirll!!c~lon tVPHl
IL 62 and Wall Street we Approach - Weekday AM Peak Hour - Future Conditions
<OIL 62 east of Wall Street has a posted speed limit of 35 MPH (Design Speed 40 MPH). The presented turn-lane analysis is
very conservative since the above-shown picture refers to four-lane highways with a higher design speed (50 MPH).
Intersection Capacity Analysis
.----"-.-.
. -'.flnfol1 ~_'
Analyst CDA
Agency or Co. Metro
Date Performed 11/14/2006
Time Period AM Peak-Existing
"',,-'i.'.'? ,.
HCS+ ... DETAILED REPORT
..,~:,"-~~~i' :ii~.~:i~S/~rma'
Intersection
Area Type
Jurisdiction
Analysis Year
Project 10
IL 83 and IL 62
All other areas
State
2006
H0611.01
, ,- - .- ':' ,',:;:';~::;"'-'::: _::_'-,.~?'_.-'
;~[:
_'f"l t;::'~~:i.'~_ -. .. .. -.. - . ..
:-. n - u ,'. --.."'.-.- ,-,,:: _':0. : !:E~:~:.:,;' tI~~. ~.='::.~g,:; .
- -..... ..,. ~.
.- .. " " ,-
- EB we NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes, N1 1 2 1 1 2 0 1 2 0 1 2 1
Lane Group L T R L TR L TR L T R
Volume, V (vph) 100 540 360 150 440 70 355 645 70 105 940 80
% Heavy Vehicles, %HV 5 5 5 5 5 5 5 5 5 5 5 5
Peak-Hour Factor. PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Pretimed (P) or Actuated (A) A A A A A A A A A A A A
Start-up Lost Time. 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival Type, AT 3 3 3 3 3 3 3 3 3 3
Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/Metaring, I 1.000 1.000 1.000 1.000 1.000 1. 000 1.000 1.000 1.000 1.000
Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped I Bike I RTOR Volumes 0 0 0 0 0 0 0 0 0 0 0 0
Lan e Width 11.0 12.0 11.0 12.0 12.0 13.0 12.0 12.0 13.0 12.0
Parking I Grade I Parking N 0 N N 0 N N 0 N N 0 N
Parking Maneuvers, Nm
Buses Stopping, N B 0 0 0 0 0 0 0 0 0 0
Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2
Phasing Exc I. Left EW Perm 03 04 Excl. Left NS Perm 07 08
Timing G;;;; 8.0 G;;;; 23.0 G;;;; G;;;; G;;;; 20.0 G == 31.0 G:::: G=
Y= :3 V:::: 6 y= y= Y= 3 Y== 6 y= V;;;;
Duration of Analysis, T;;;; 1.00 C cle Length, C = 100.0
- -, "-._~ "---"'C5'~, """"
~
Adjusted Flow Rate, v
Lane Group Capacity, C
vlc Ratio, X
Total Green Ratio, glC
Uniform Delay, d,
Progression Factor, PF
Delay Calibration, k
Incremental Delay, d2
Initial Queue Delay, d3
Control Delay
Lane Group LOS
i Approach Delay
,
Approach LOS
Intersection Delay
EB WB NB
LT TH RT LT TH RT LT TH
106 574 383 160 542 378 760
224 834 729 221 776 430 1052
0.47 0.69 0.53 0.72 0.70 0.88 0.72
0.34 0.23 0.49 0.34 0.23 0.54 0.31
f24.5 35.2 17.5 25.5 35.3 27.2 30.7
1. 000 1.000 1.000 1.000 1.000 1.000 1.000
0.11 0.26 0.13 0.28 0.26 0,41 0.28
1.6 2.4 0.7 11.9 2.8 22.4 2.5
0.0 0.0 0.0 0.0 0.0 0.0 0.0
26.1 37.7 18.2 37.4 38.1 49.6 33.2
C 0 8 0 0 D C
29.5
C
35.3
38.0
D
X =: 0.93
c
38.7
D
Intersection LOS
Copyright @ 2005 University 01 Florida. All Rights Reserved
HCS+™ Version 5.2
SB
RT LT TH RT
112 1000 85
439 1162 692
0.26 0.86 0.12
0.54 0.31 0.45
13.6 32.5 16.0
1.000 1.000 1.000
0.11 0.39 0.11
0.3 7.3 O. 1
0.0 0.0 0.0
14.0 39.7 16.1
B D B
35.6
D
D
Generaled: 11/17/2006 4:1 B PM
TWO-WA Y STOP CONTROL SUMMARY
General.jnforrriati~: .. ~..:t~~:~~L~::. :~~~~.. Eii---mtO "':"~~':::..~~
.. .' - . ...
.. ....n__~ _
Analyst CDA Intersection IL 62 and Wall Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/16/2006 Analysis Year 2006
Analysis Time Period AM Peak Existing
Proiect Description H0611.01
East/West Street: IL 62 North/South Street: Wall Street
I ntersection Orientation: East-West ~?,~
Ve:~"'- ';; i\d"
Maior Street Eastbound Westbound.
Movement , 2 3 4 5 6
L T R L T R
Volumelveh/h) 5 1000 5 45 810 20
Peak.Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate. HFR 5 1063 5 47 861 21
i(veh/h)
Percent Heavy Vehicles 2 -- -- 2 -- --
Median Type Raised curb
RT Channelized 0 I 0
Lanes 1 2 0 1 2 0
Configuration L T TR L T TR
Upstream Sional 0 1
Minor Street Northbound Southbound
Il.llovement 7 8 9 10 11 12 ,
L T R L T R
Volume (vehlh) 5 0 0 0 0 5
Peak-Hour Factor, PHF I 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 5 0 0 0 0 5
(veh/h)
Percent Heavy Veh ieles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 1 1 0
Configuration L TR L TR
':;';}~jerf'" _. _.. . '':::~~~~~~~~.
..
Approach Eastbound Westbound Northbound Southbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L L TR L TR
v (veh/h) 5 47 5 0 0 5
C (m) (veh/h) 930 648 92 112 892
v/e 0.01 0.07 0.05 I 0.00 0.01
95% queue length 0.02 0.23 0.17 0.00 0.02
Control Delay (s/veh) 8.9 11.0 46.4 37.1 9.1
LOS A B E E A
Approach Delay (s/veh) -- -- 9.1
Approach LOS -. -- A
Copyright @ 2005 University of Florida, AU Rights Reserved
HCS+™ Version 5.2
Generated: 11/17/2006 4:19 PM
..
TWO-WA Y STOP CONTROL SUMMARY
_.'..-.. _'-....,'~ . ""fir!
Q ".. .... "C'.,,,,,,,"",=.~,. " ..:.;;l..~~,.".,.." ':~" Siic=".-- . 'C"~
'. ..; :::;!~~~::: C '''-';'~'-;;;:./ .,' '. :- '>.:~:
Analyst CDA Intersection IL 62 and Wall Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/1612006 Analysis Year 2006
Analysis Time Period Existing PM Peak
Proiect Description H0611.01
EastlWest Street: IL62 North/South Street: Wall Street
Intersection Orientation: East-West ..~~
"-"''''';;'.,':- usf
~':"".;;' .
_. --
Naiar Street Eastbound. Westbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (veh/h) 5 1150 5 5 1175 5
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 5 1210 5 5 1236 5
(veh/h)
Percent Heavy Vehicles 2 - -- 2 -- --
Median Type Raised curb
RT Channelized 0 0
Lanes 1 2 0 1 2 0
Configuration L T TR L T TR
Uostream Sional 0 1
Minor Street Northbound Southbound
Movement 7 B 9 10 11 12
L T R L T R
Volume (veh/hf 25 0 10 10 0 55
Peak-Hour Factor. PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 26 0 10 10 0 57
(veh/h)
Percent HeavY Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 1 1 0
Configuration L TR L TR
I=-=-'aue_""rs""" . ...."
. . r". . _ ,'. . ~'O '.' e ~ ',. ::'C"...~...: ,....
Approach Eastbound Westbound Northbound Southbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L L TR L TR
v (veh/h) 5 5 26 10 10 57
C (m) (veh/h) 708 570 63 439 65 799
vie 0.01 0.01 0.41 0.02 0.15 0.07
95% queue length 0.02 0.03 1.91 0.07 0.54 0.23
Control Delay (s/veh) 10.1 11.4 100.9 13.4 70.4 9.9
LOS B B F B F A
Approach Delay (slveh) -- -- 76.6 18.9
Approach LOS -- -- F C
Copyright @ 2005 University of Florida. All Rights ReselVed
HCS+™ Version 5.2
Generated: 11/17/2006 4:19 PM
TWO-WAY STOP CONTROL SUMMARY I
"-".-" . .-S~-=.~;;_~~; . ''1~%~{;=,:~~
- ...., . -'- '-., '.-.. ..:.:~.,
. -~--~. - .--.-.,
. . .,' ',' ~.~. :'-":~~~ ..~.;;;~~- n 'n~-",,"-~~;,.
~===.,,-
Analyst CDA Intersection IL 83 and LaSalle Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/16/2006 Analysis Year 2006
Analysis Time Period AM Peak Existing
Proiect Descriotion H0611.01
EastM'est Street: LaSalle. Street North/South Street: IL 83
Malor Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (veh/h) 20 785 10 5 1100 0
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 21 835 10 5 1170 0
ItvehJh)
Percent Heavy Vehicles 2 - -- 2 -- -
Median Type Undivided
RT Channelized 0 0
Lanes 1 2 0 1 2 0
Configuration L T TR L T TR
Uostream Sional 1 (j
Minor Street Eastbound Westbound
Movement 7 8 9 10 '1 12
L T R L T R
Volume IvehJh) 0 0 5 25 0 15
Peak-Hou~. Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly FloliV Rate, HFR 0 0 5 26 0 15
!Cveh/h)
Percent Heavy Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 I 0
Lanes 1 1 0 1 1 0
~~ij ~~..~"'~,_.. TR
..n .~;.t~~~f~~~~'
e 8 .. :.. . ~ .-.'.:~.tp,~~.
Approach Northbound Southbound Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L L TR L TR
v (veh/h) 21 5 26 15 0 5
C (m) (veh/h) 593 919 111 930 80 454
vie 0.04 0.01 0.23 0.02 0.00 0.01
95% queue length 0.11 0.02 0.90 0.05 0.00 0.03
Control Delay (slveh) 11.3 8.9 47.3 8.9 50.0 13.0
LOS B A E A E B
Approach Delay (sJveh) -- -- 33.3 13.0
Approach LOS -- -- D B
Copyright @ 2005 University of Florida. All Rights Reserved
HCS+ ™ Version 5.2
Generated: 11/17/2006 4:19 PM
TWQ-W A Y STOP CONTROL SUMMARY
~.l!Jllli."". '..' ...... 3{-' .;- ;;/'i:~~ Site~lDfo . ....-.. .... .-.:.,t. ,r '.\-~:.;~i?_t.,
:-'-..::"3ri:~.7~:':.~ ,.;:\ ' ::: .:....::r.:===--~;.
" '.: ::1._ :GQrt. '''--'-- ~.... .;,:_.~~-ft~..
.;..~~~::;r-:=:'-,," ','~ ....
Analyst CDA Intersection IL 83 and LaSalle Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/16/2006 Analysis Year 2006
Analysis Time Period PM Peak Existing
Project Description HOS11.01
East/West Street: LaSalle Street NorthlSouth Street: JL 83
Intersection Orientation: North-South Stud Period (hrs): 1.00
- --- n. '~'~~:~~1f{~~ftf
~".i' - . ,~i
. ............,... -,
Major Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (veh/h} 10 1420 25 30 1095 0
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFA 10 1494 26 31 1/52 0
(veh/h) .
Percent Heavy Vehicles 2 -- -- 2 -. -
Median Type Undivided
RT Channelized 0 0
Lanes 1 2 0 1 2 0
Configuration L T TR L T TR
Upstream SiQnal 1 0
Minor Street Eastbound Westbound
Movement 7 8 9 10 11 12
L T R L T R
Volume (vehlh} 0 0 25 20 0 20
Peak-Hour ractor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow' Rate, HFR 0 0 26 21 0 21
(veh/h)
Percent Heavy Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 0 1 1
Configuration L TR LT R
.;::A.,.
Approach Northbound Southbound Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L LT R L TA
v (veh/h) 10 31 21 27 0 26
C (m) (veh/h) 602 532 30 760 50 460
vlc 0.02 0.06 0.70 0.03 0.00 0.06
95% queue length 0.05 0.19 3.80 0.09 0.00 0.18
Control Delay (s/veh) 11.1 12.2 328.4 9.9 77.0 13.3
LOS B B F A F B
Approach Delay (s/veh) -- - 169.1 13.3
Approach LOS -- -- F B
Copyright e 2005 University of Florida. All Rights Reserved
HCS+™ Version 5.2
Generated: 11/17/2006 4:19 PM
TWO-WAY STOP CONTROL SUMMARY
Cl!rl___orm~:;:.:. ::'::::/:'.~ .' .':, .~
. . '. - -
., .~_ .:7:.~
:... . . '" ',','--"
. . .~~
.." . -
.-... -
Analyst CDA Intersection IL 83 and Montgomery Street
Agency/Co. Metro JurIsdiction State
Date Performed 11/16/2006 Analysis Year 2006
Analysis Time Period AM Peak Existing
Proiect Descriotion H0611.01
EasVWest Street: Montaomerv Street INorth/South Street: IL 83
~~
Naior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (veh/h) 5 795 1100 25
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 5 845 0 0 1170 26
f veh/h)
Percent Heavy Vehicles 2 -- -- 2 -- --
Median Type Two Way Left Turn Lane
RT Channelized 0 0
Lanes 0 2 0 0 2 0
Configuration LT T T TR
Upstream Sienal 0 0
Minor Street Eastbound Westbound
Movement 7 8 9 10 11 12
L T R L T R
Volume (veh/h) 5 5
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 5 0 5 0 0 0
(veh/h)
Percent Heavy Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
Configuration LR
_"'It'~"-'.''.''''
- -~....... [l)f:S . fI'" -.. ',' .' -
... ..: "eve' , eN ,., '.~h";.~rf ~-
Approach Northbound Southbound Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LR
v (veh/h) 5 10
C (m) (veh/h) 579 273
vie 0.01 0.04
95% queue length 0.03 0.11
Control Delay (sJveh) 11.3 18.7
LOS B C
Approach Delay (siveh) -- .- 18.7
Approach LOS -- -- C
Copyright @ 2005 University of Florida. All Rights Reserved
HCS+ ™ Version 5.2
Generated: l' /17/2006 4:20 PM
Volume (veh/h)
Peak-Hour Factor, PHF
Hourly Flow Rate, HFR
veh/h)
Percent Heavy Vehicles
Median Type
RT Channelized
Lanes
Config uration
Upstream Signal
Minor Street
Movement
TWO-WA Y STOP CONTROL SUMMARY
~afiiJ!~~"" .... SitEnnl?'
Analyst CDA
Agency/Co. Metro
Date Performed 11/16/2005
Analysis Time Period PM Peak Existing
Project Description H0611.01
EastIWest Street: Montgomery Street North/South Street: IL 83
Major Street Northbound Southbound
M~~~ 1 2 3 4 5 6
L T R L T R
5 1435 1105 5
a~ a~ a~ Q~ Q~ a~
5 1510 0 0 1153 5
Intersection
Jurisdiction
Analysis Year
". ~~;t~:~.~~.tr'~~~'~~'i4'~~~~::'~':~
IL 83 and Montgomery Street
State
2005
2
o
LT
2
T
o
Eastbound
8
T
- 2
Two Way Left Tum Lane
o
o
o
2
T
o
Westbound
11
T
o
o
TR
,Volume (veh/h)
IPeak-Hour Factor, PHF
IHourly Flow Rate, HFR
I(veh/h)
IPercent Heavy Vehicles
!Percent Grade ('Yo)
iFlared Approach
Storage
RT Channelized
Lanes
Configuration
'-eU-iiJlifiiijOthiiiana~e'~'--
Approach Northbound
Movement 1
Lane Configuration L T
v (veh/h) 5
C (m) (veh/h) 594
vie 0.01
95% queue length 0.03
Control Delay (s/veh) 11. 1
~S B
l\pproach Delay (s/veh) _
b.pproaeh LOS __
7
L
30
0.95
2
0.95
o
2
o
N
o
9 10
R L
20
0.95 0.95
21 0
2 2
12
R
31
0.95
o
2
o
N
o
0.95
o
2
o
o
LR
o
o
o
o
o
o
~9t
::~ ~
Southbound
4
7
Westbound
8
9
10
Eastbound
11
LR
52
228
0.23
0.88
25.4
D
25.4
o
12
:Opyrignt @ 2005 University of Florida, All Rights Reserved
HCS+ ™ Version 5.2
Generated: 11/17/2006 4:20 PM
HCS+'" DETAILED REPORT
._"..~:~;~~~;rD.~-:'.:,.,.[j~;<'~:"~~~~~~~r~.;~tf~~'~~~~~.;;WJ~~~~~~f.{l_-.r:~~~~:~:~i~i':~~j~ ;~..:...~..,.... . '~"~~~~~tJ;~}.~t~t;i~J:~;1J~~;T~~~S1~~.r~~!'(:~~Jf&~.~i~(:F;h::~~:1t~~;;i:~;:~~:f~i
Analyst CDA Intersection IL 83 and IL 62
Agency or Co. Metro Area Type All other areas
Date Performed 11/1412006 Jurisdiction State
Time Period AM Peak-Proposed Analysis Year 2006
Project ID H0611.01
~WliilAJiitHl:J1iii" '. . .," .:/.:,. ''':''' <.?~~;.:.:"... ,.....::~: :':. .,-: :."':":' . .'........:./ '.;". '''.''',~ :::': .:/.!:>' .~.:.:.;.:~ ,..oiL .:'~':".
'.,\.,-.. "~:"" ...: '..;.;0"..,'.
EB WB NB S8
LT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes. N1 1 2 1 1 2 0 1 2 0 1 2 1
Lane Group L T R L TR L TR L T R
Volume, V (vph) 100 540 360 150 462 75 365 680 70 105 948 80
% Heavv Vehicles, %HV 5 5 5 5 5 5 5 5 5 5 5 5
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Pretimed (P) or Actuated (A) A A A A A A A k A A A A
Start-up Lost Time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival Type, AT 3 3 3 3 3 3 3 3 3 3
Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/Metering, I 1. 000 1.000 1.000 1.000 1. 000 1.000 1.000 1.000 1.000 1.000
lnitial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped I Bike / RTOR Volumes 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width 11.0 12.0 11.0 12.0 12.0 13.0 12.0 12.0 13.0 12.0
Parking I Grade I Parking N 0 N N 0 N N 0 N N 0 N
Parking Maneuvers, Nm
Buses Stopping, N B 0 0 0 0 0 0 0 0 0 0
Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2
PhasinQ ExcL Left EW Perm 03 04 Excl. Left NS Perm 07 08
Timing G= 7.0 G= 23.0 G= G= ! G= 23.0 G= 29.0 G= G=
y= 3 y= 6 y= y= y= 3 Y= 6 Y= y=
Duration of Analysis, T = 1.00 Cycle Length, C = 100.0
L8_GiOu.i';~"""'.' ..ConftoI DellW.lindLOS Determination ...... .... .-
.: .. . .....,
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted Flow Rate, v 106 574 383 160 571 388 797 112 1009 85
Lane Group Capacity, C 197 834 773 203 776 483 985 467 1087 646
vie Ratio, X 0.54 0.69 0.50 0.79 0.74 0.80 0.81 0.24 0.93 0.13
Total Green Ratio, g/C 0.33 0.23 0.52 0.33 0.23 0.55 0.29 0.55 0.29 0.42
Uniform Delay, d1 25.3 35.2 15.5 26.3 35.7 18.9 32.9 13.6 34.5 17.8
Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Delay Calibration, k 0.14 0.26 0.11 0.33 0.29 0.35 0.35 0.11 0.44 0.11
Incremental Delay. dz 3.0 2.4 0.5 20.9 3.8 10.3 5.4 0.3 16.8 0.1
Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay 28.3 37.7 16.0 47.2 39.5 29.2 38.3 13.9 51.3 17.9
Lane Group LOS C D S D D C D 8 D S
Approach Deiay 28.9 41.1 35.3 45.5
Approach LOS C D D D
Intersection Delay 37.6 X = 0.96 intersection LOS D
c
Copylight ce 2005 University of Florida, AU Rights Reserved
HCS.™ Version 5.2
Generated: 11/22/2006 10;05 AM
HCS+'" DETArLED REPORT
.- :'~~::~". .:.~ ";~ ".~. ;"<>;~~:,~_:';:~:'~ .;,". ~",~'~:'p::~ .:- "':'\'..~:~"-""~' ,:~J:..:: .j: '. . .~~.. "; .~ '."'. ,: " '::~'-,t{~~ii;f~~:3~:~;A;i7~g~.~r~~I~~~=J~~*5~~~~~:;;:~:;V~ltf~(r~~~~'L~~:Z~,~~:~~.:.1~.
Intersection IL 83 and IL 62
Area Type All other areas
Jurisdiction State
Analysis Year 2006
Project ID H0611.01
';.'....i.:..' .i~:...,
WB
TH
2
TR
627
3
0.95
A
2.0
2.0
3
3.0
1. 000
0.0
o
12.0
o
'.. " . ,;..':. ..;<.....~. '. ,.~. .....~..:
Analyst CDA
Agency or Co. Metro
Date Performed 11/14/2006
Time Period PM Peak-Proposed
Number of Lanes. N 1
Lane Group
Volume, V (vph)
% HeavY Vehicles, %HV
Peak-Hour Factor, PHF
Pretimed (P} or Actuated (A)
Start-up Lost Time, 11
Extension of Effective Green, e
ArrivafType, AT
Unit Extension, UE
FilteringlMetering, I
Initial Unmet Demand, Qb
Ped I Bike I RTOR Volumes
Lane Width
Parking J Grade I Parking
Parking Maneuvers, Nm
Buses Stopping, Ne
Min. Time for Pedestrians, Gp
Phasino Excl. Left EW Perm
G = 7.0 G = 26.0
y= 3 Y= 6
Duration of Analysis, T = 1.00
'LiB_G~..""" '.Control DellJv.'lIndtOS. oettmninatian
EB ~
TH RT LT TH
153 568 511 147 834
;.~..:_,"-"':: ..' .
Timing
Adjusted Flow Rate, v
Lane Group Capacity, C
vIe Ratio, X
Total Green Ratio, g/C
Uniform Deiay, d1
Progression Factor, PF
Delay Calibration, k
Incremental Delay, d2
Initial Queue Delay. d3
Control Delay
lane Group LOS
Approach Delay
Approach LOS
intersection Delay
........, '.'2/:>> ...<?r~.Ci...;i:,+;.>:i"
EB
TH
2
T
540
3
0.95
A
2.0
2.0
3
3.0
1.000
0.0
o
12.0
o
LT
1
L
145
3
0.95
A
2.0
2.0
3
3.0
1.000
0.0
o
11.0
N
LT
o
o
3.2
03
G=
y=
191 961 849
0.80 0.59 0.60
0.36 0.26 0.56
25.7 32.4 14.6
1.000 1.000 1.000
0.34 0.18 0.19
24.5 1.0 1.2
0.0 0.0 0.0
50.2 33.3 15.8
0 C B
28.2
C
43.1
Copyright @ 2005 University of Florida. All Rights Reserved
RT
1
R
485
3
0.95
A
2.0
2.0
3
3.0
1.000
0.0
o
11.0
N
LT
1
L
140
3
0.95
A
2.0
2.0
3
3.0
1.000
0.0
o
12.0
N
o
o
04
G=
Y=
239 885
0.62 0.94
0.36 0.26
23.7 36.3
1.000 1.000
0.20 0.46
4.8 24.5
0.0 0.0
28.5 60.8
C E
55.9
E
x = 1.08
c
o
3.2
o
3.2
NB Only NS Perm
G = 14.0 G = 28.0
y= 0 Y= 6
Cycle length, C = 100.0
. '. .,.
.'
RT
o
NB
TH
2
TR
1157
3
0.95
A
2.0
2.0
3
3.0
1.000
0.0
o
12.0
o
165
3
0.95
A
LT
1
L
450
3
0.95
A
2.0
2.0
3
3.0
1.000
0.0
o
13.0
N
o
N
o
Excl. Left
G= 7.0
y= 3
NB
RT IT TH
474 1313
511 1459
0.93 0.90
0.52 0.42
27.2 27.0
1.000 1.000
0.44 0.42
32.1 8.9
0.0 0.0
59.3 36.0
E 0
42.2
D
HCS+TM Version 5.2
Intersection LOS
RT
;F::I>:':"
sa
LT TH RT
1 2 1
L T R
135 953 115
3 3 3
0.95 0.95 0.95
A A A
2.0 2.0 2.0
2.0 2.0 2.0
3 3 3
3.0 3.0 3.0
1.000 1.000 1.000
0.0 0.0 0.0
0 0 0
12.0 13.0 12.0
N 0 N
RT
o
90
3
0.95
A
o
N
o
LT
142
197
0.72
SB
TH
1003
1070
0.94
o
3.2
o
0.35 0.28
24.7 35.1
1.000 1.000
0.28 0.45
13.0 19.4
0.0 0.0
37.6 54.5
D D
49.2
D
I D
08
G=
y=
RT
121
643
0.19
0.41
18.9
1.000
0.11
0.1
0.0
19.0
B
Generated: 11/22/2006 10:16 AM
~O-WAYSTOPCONTROlSUMMARY
Gan8ftll:~aUOi{~t'..';<'..> ...... .J" > ~::~./~~':'i:.: '''',iY SI.1IIfQ~~~t\~:tt'~*f~f\ ~:\~i:t-~~~~.:~f~~,;;~f:f~;~~:~tr}.:.~:~~'.~';t~~~~~;; ':.:,d~}:,-' . . <~:: i'
Analyst CDA Intersection IL 62 and Wall Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/16/2006 Analysis Year 2006
Analysis Time Period Proposed AM Peak
Proiect DescriDtion H0611.01
EastlWest Street: IL 62 North/South Street: Waif Street
Intersection Orientation: East-West StudY Period (hrs): 1.00
"ehicle:.V'OIU1h_:'and.Adiustn1ents: .... .. .',;.:........ .. .. . - ~."';.._c ..... .' .. ,.,:' .. ".':-:.":...
... - ," .
,.."
Major Street Eastbound Westbou nd
Movement 1 2 3 4 5 6
L T R L T R
Volume (vehfh) 30 1000 5 45 810 52
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 31 1063 5 47 861 55
'vehfh)
Percent Heavy Vehicles 2 - - 2 - -
Median Type Raised curb
RT Channelized 0 0
Lanes 1 2 0 1 2 0
Config uration L T TR L T TR
Upstream Sianal 0 1
Minor Street Northbound Southbound
Movement 7 8 9 10 11 12
L T R L T R
Volume (vehfh) 5 0 0 0 0 10
Peak-Hour Factor. PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 5 0 I 0 I 0 I 0 I 10
vehfh)
Percent Heavy Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 1 1 0
Configuration L TR L TR
O_v,;; Quew;unatll:and.LtMH.ot.88rvlce.. .. . .. ... ." .... '.".
.... .'
Approach Eastbound Westbound Northbound Southbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L L TR L TR
v (vehfh) 31 47 5 0 0 10
C (m) (veh/h) 897 648 80 95 892
vIe 0.03 0.07 0.06 0.00 0.01
95% queue length 0.11 0.23 0.20 0.00 0.03
Control Delay (s/veh) 9.2 11,0 53.0 I 42,9 9.1
LOS A B F E A
Approach Delay (slveh) - - 9.1
Approach LOS - - A
Copyright ~ 2005 UniVersity of Florilia, All Righls Reserved
HCS+™ Version 5.2
Generated: 11/22/2006 10:24 AM
TWO-WAY STOP CONTROL SUMMARY
Gei1,.,tif~';/'~'!L'~;\:.~:...,;i~:~:~~ttt ~~~~~~$~1'ii;~i~(.:i';:.Jj~~~~?~~~:~':}~ "1i~/:t~~~~~~~r"~:~~::;{!;~f~;~';B:i~:../'~.~~ ~~Jn~~~~~~~~;;:~~"~~:L.:~:;:;rf~ .~;~
Analyst CDA Intersection IL 62 and Wall Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/1612006 Analysis Year 2006
Analysis Time Period Proposed PM Peak
Project Description H0611.01
EastlWest Street IL 62 INorth/South Street: Wall Street
I ntersection Orientation: East-West Study Period (hrs): 1.00
v.hicfifV~and.'AdJu.tme.\;i~..::,,;?:. :[~',:.;::' ..;.:. .' . ':0:)'.' ;0;,;.1;.' 0:, ,~. ~;. .- ;..- '.' ..:;." "L~>;;,<' ":;::~O::'.:.'" .:. '"
....,.: ':.' , . ..... . . ....~.. .."....,.".. . ..:",". .-"'.'0:
Maior Street Eastbound Westbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (vehlh) 10 1150 5 5 1175 12
Peak-Hour Factor PHF 0,95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 10 1210 5 5 1236 12
(veh/h)
Percent Heavy Vehicles 2 - - 2 - -
Median Type Raised curb
RT Channelized 0 0
Lanes 1 2 0 1 2 0
Configuration L T TR L T TR
Upstream Si~mal 0 1
Minor Street Northbound Southbound
Movement 7 8 9 10 11 12
L T R L T R
Volume (veh/h) 25 0 10 10 0 85
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 26 0 I 10 10 0 89
(veh/h)
Percent Heavv Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 1 1 0
Configu ration L TR L TR
DelavtQu8viLlftGtlL'. -ftcU;,iri((.Sefv. '. ..... . ~. .'., . .".:~ ',,' > ./'......\:'.'...,'..;... '..::.;:..(~' ""~.;:""^r;
. .... '., 'a.... . . ':0, . . '. ';"".,,~.' ". '. . . " . "." .., .
Approach Eastbound Westbound Northbound Southbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L L TR L TR
v (veh/h) 10 5 26 10 10 89
C em) (veh/h) 703 570 58 439 62 799
vIe 0.01 0.01 0.45 0.02 0.16 0.11
95% queue length 0.04 0.03 2.15 0.07 0.56 0.38
Control Delay (s/veh) 10.2 11.4 115.2 13.4 74.1 10.1
LOS B B F B F B
Approach Delay (sJveh) - - 86.9 16.5
Approach LOS - - F C
Copyright Q 2005 University of Florida. All Rights Reserved
HCS+ ™ Version 5.2
Generated: 1112212006 10:18 AM
nNO-WAY STOP CONTROL SUMMARY
~idO_.n~rl;:~.";~;1~}~;ji~:~14!ttl.~~~fi~t~~:r';~~.~..~::.~':-~~~~~~~~:~)~~;:.~~~. Si~ilii:':-;;~,,?:. ;:j;:: :~:;,:~f;~.~~;~~::JE;~'::!~~"~;~~~<~;:~;~~~}~~s:,ft~~~~~,i#;'~~'
Analyst CDA Intersection IL 83 and LaSalle Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/18/2006 Analysis Year 2006
Analysis Time Period AM Peak Proposed
Proiect Description H0611.01
EastIWest Street: ' LaSalle Street North/South Street: IL 83
I ntersection Orientation: North-South Study Period (hrs): 1.00
VehlCl.VOliiri8i:8ftd< Aili_tine"ta:. ~ n" " . ",', ,:'" '" -:::- ...:.~ c<> :::":,:'\",' ""
".," .'. ;.. " .'" . .'" '. ,.;
Major Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (veh/h) 60 785 10 5 1100 0
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 63 835 10 5 1170 0
!(veh/h)
Percent Heavy Vehicles 2 - - 2 - -
Median Tvpe Undivided
RT Channelized 0 0
Lanes 1 2 0 1 2 0
Configuration L T TR L T TR
Upstream Signal 1 0
Minor Street Eastbound Westbound
Movement 7 8 9 10 11 12
L T R L T R
Volume (veh/h) 0 0 8 25 0 15
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 0 0 8 26 0 15
(veh/h)
Percent Heavy Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 1 1 0
Configuration L TR L TR
D8tiau;';. ~ .:" . fLenatb.> aDd LiVea:8t.Service . " . '"'''''''''' " 'C',,, '.....
.' " , .:,,', ',.:""
Approach Northbound Southbound Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L L TR L TR
v (veh/h) 63 5 26 15 0 8
C (m) (vehln) 593 919 88 I 930 64 454
vie 0.11 0.01 0.30 0.02 0.00 0.02
95% queue length 0.36 0.02 1.21 0.05 0.00 I 0.05
Control Delay (slveh) 11.8 8.9 62.8 8.9 61.3 13.1
LOS B A F A F B
Approach Delay (s/veh) - - 43.1 13.1
Approach LOS - - E B
Copyright (el 2005 University of Florida. All Rights Reserved
HCS+ ™ Version 5.2
Generated: 11/2212006 10:20 AM
nNO-WAYSTOPCONTROLSUMMARY
.' .-- .-" .' . .' . '" ". c,. .' '. "::;.) Sn.:-IDfomJatiOn~.':Y'."\ .' ::,.. _" ".. '.' ::). _'_". .....:'..'..
e.'ft8ratJnformation .-". ': . .'
Analyst CDA Intersection IL 83 and LaSalle Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/1612006 Analysis Year 2006
Analysis Time Period PM Peak Proposed
Proiect Description H0611.01
EastlWest Street: LaSalle Street North/South Street: IL 83
I ntersection Orientation: North-South Studv Period (hrs): 1.00
~.hicl.:Volum.8 and Adiustments ". <c. - .
-
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (veh/h) 22 1420 25 30 1100 0
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate. HFR 23 1494 26 31 1157 0
veh/h)
Percent Heavy Vehicles 2 - - 2 - -
Median Type Undivided
RT Cha nnelized 0 0
Lanes 1 2 0 1 2 0
Configuration L T TR L T TR
Upstream Signal 1 0
Minor Street Eastbound Westbound
Movement 7 8 9 10 11 12
L T R L T R
Volume (veh/h) 10 0 83 20 0 20
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate. HFR 10 0 87 21 0 21
(veh/h)
Percent Heavv Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 0 1 1 I
Configuration L I I TR I LT i i R
Delay..Queue Lenath. and I.evet of Service
Approach Northbound Southbound Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L LT R L TR
v (veh/h) 23 31 21 21 10 87
C (m) {veh/h} 600 532 24 760 45 459
vie 0.04 0.06 0.88 0.03 0.22 0.19
95% Queue length 0.12 0.19 4.91 0.09 0.82 0.70
Control Deiay (s/vel1) 11.2 12.2 541.4 9.9 107.5 14.7
LOS B B F A F B
Approach Delay (s/veh) - - ! 275.6 24.2
Approach LOS - - F C
Copyrignt to 2005 University of Florida, All Rights Reserved
HCS...™ Version 5.2
Generated: 1112212006 10:21 AM
rwO-WAY STOP CONTROL SUMMARY
III~~"-~-~:,:.'~~~~Site~:f,~ '" .~~ .. - -'. '..:< . ,.:..';';f~\,';,~
n~'~~:==~~~::'~.i:' -.' .:"~~
Analyst CDA Intersection IL 83 and Montgomery Street
Agency/Co. Metro Jurisdiction State
Date Perlormed 11/16/2006 Analysis Year 2006
Analysis Time Period . AM Peak Proposed
Proiect Description H0611.01
EastIWesl Street: Mantaomerv Street North/South Street: IL 83
Inters~ionori~a~O~:_~(h~); 1.00... ~
~\I.; r"~--i" ". . u....... :;~._~_.."...
-_~.Jo umes:an. :.~I1. :~~"~';:<"\Z~::l'.~
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (veh/h) 5 795 1100 50
Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 5 845 0 0 1170 53
veh/h)
Percent Heavy Vehicles 2 -- - 2 -- -
Median Type Two Way Left Tum Lane
RT Channelized 0 0
Lanes 0 2 0 0 2 0
Configuration LT T T TR
Upstream SiQnal 0 0
Minor Street Eastbound Westbound
Movement 7 8 9 10 11 12
L T R L T R
Volumeu(veh/h) 10 5
Peak-Hour:::actor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Hourly Flow Rate, HFR 10 0 5 0 0 0
Irveh/h)
Percent Heavy Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
LR
.'''i .-- _._~ "'~-'-''''- ...... ,-- - ...~'.......,.. ~~~~~.~~:'. .
I)' . -. _'~~~iF{J;i!.~r~~,:-:-~ :;e
Approach Northbound Southbound Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LR
v (veh/h) 5 15
C (m) (veh/h) 566 238
v/c 0.01 0.06
95% queue length 0.03 0.20
Control Delay (slveh) 11.4 21.1
LOS B C
Approach Delay (s/veh} .- -- 21.1
Approach LOS -- -- C
Copyright @ 2005 University of Florida, All Rights Reserved
HCS+™ Version 5.2
Generated: 11/17/2006 4:21 PM
TWO-WA Y STOP CONTROL. SUMMARY
._:.....,r~'. - .... ~:;;~:~~:~i:~~ - _~~!~t{r~~.~..~ .:' ." nl~\io; . ..
Geaer .Q. .. ,,=,,.
.. .- _. ,-~'- "
Analyst CDA Intersection IL 83 and Montgomery Street
Agency/Co. Metro Jurisdiction State
Date Performed 11/16/2006 Analysis Year 2006
Analysis Time Period PM Peak Proposed
Proiect Description H0611.01
East/West Street: Montoomerv Street North/South Street: IL 83
Intersection Orientation: North-South __ 1.00
-.. ":': -j"- '--:.--, "~~~~f\.?i~.eiiis~~E~';'::I:~~~"" '~~.~.~~~~ ~~~:i~.'..:.~~.~~=?:' _...~~~~~~:- _..~~~.~
I .mentSfiS-,- ~._'''''''''''_ _...., ,_,_..,...,....,~~,__
"'" . .--- ._..~.' _... -"--.. _., . --,.-.'....--.....- . -'-"'-."
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume (veh/hl 5 1445 1105 10
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 5 1521 0 0 1163 10
veh/h)
Percent Heavy Vehicles 2 -- -- 2 -- --
Median Type Two Way Left Tum Lane
RT Channelized 0 0
Lanes 0 2 0 0 2 0
Configuration LT T T TR
Upstream Sional 0 0
Minor Street Eastbound Westbound
Movement 7 8 9 10 11 12
L T R L T R
Volume (vehfh} 50 20
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 52 0 21 0 0 0
veh/h)
Percent Heavy Vehicles 2 2 2 2 2 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
Configuration LR
--_.-.:.;..:,.~:.-.. .~;.: .-<.';iL~ - --." '. ":.:!iI' - ..... -
':Xi *:~~, ....
.... . :ii.;;;- .....
Approach Northbound Southbound Westbound Eastbound
Movement 1 4 7 B 9 10 11 12
Lane Configuration LT LR
v (veh/h) 5 73
C (m) (veh/h) 591 206
vie 0.01 0.35
95% queue length 0.03 1.61
Control Delay (s/ven) 11.1 32.0
LOS B D
Approach Delay (s/veh) - -- 32.0
Approach LOS -. -- D
Copyright@ 2005 University of Florida. All Rights Reserved
HCS+ ™ Version 5.2
Generated: 11/1712006 4:21 PM
Traffic Counts
PROJECT:
DATE:
DAY:
WEATHeR:
COUNT TIME:
H0611.01
111812006
WEDNESDAY
SUNNY
7:00 AM - 9:00 AM
15 MINUTE SUMMARY OF ALL VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
15MIN IL 83 (ELMHURST RD.) IL 82 (ALGONQUIN RD.\ INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND weSTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
7:00 AM 83 130 15 228 18 192 25 235 17 86 n 180 26 70 9 105 748
7:15AM 80 160 17 257 15 204 14 233 29 149 87 265 36 102 18 156 911
7:30 AM 75 188 16 2711 32 278 18 326 34 130 97 261 42 109 12 163 1031
7:45 AM 114 154 21 289 26 223 21 270 15 138 92 245 46 131 19 196 1000
8:00 AM 87 143 17 247 30 233 29 292 23 125 86 234 26 99 22 147 920
8:15AM 97 137 19 253 14 216 14 244 25 101 96 222 28 105 21 154 873
8;30 AM 114 138 15 267 19 182 26 227 12 97 B4 193 25 91 15 131 818
8:45 AM 8$ 154 16 268 14 191 16 221 12 68 66 146 18 96 20 134 769
TOTAL: 738 1214 136 2008 168 1719 163 2050 167 894 685 1746 247 803 136 1186 7070
HOURLY SUMMARY OF ALL VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
HOUR IL 83 (ELMHURST RD. IL 62 ALGONQUIN RD. INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
7:00 AM 352 632 69 1053 91 897 78 1066 ll5 503 353 951 150 412 58 620 3690
7:16AM 356 645 71 1072 103 938 82 1123 101 542 362 1005 150 441 71 662 3862
7:30 AM 373 622 73 1068 102 950 82 1134 97 494 371 962 142 444 74 660 3824
7:45 AM 412 572 72 1056 89 854 00 1033 75 461 358 894 125 426 n 628 3611
8:00 AM 386 582 67 1035 n 822 85 9114 72 391 332 795 97 391 78 566 3380
PEAK HOUR SUMMARY
HOUR IL 83 (ELMHURST RD. IL 62 (ALGONQUIN RD. INTER-
8EGIN NORTHBOUND " SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT I TOTAL H LEFT THRU. RIGHT TOTAL LEFT THRU RIGHT I TOTAL N LEFT THRU RIGHT I TOTAL TOTAL
7:15AM 356 645 71 I 1072 . 103 938 82 I 1123 101 542 362 I 1005 I 150 441 71 I 662 3862
, PHF = 0.94
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
H06".01
11/et2006
WEDNESDAY
SUNNY
1:00 AM -9:0D AM
15 MINUTE SUMMARY OF INDIVIDUAL TRUCK MOVEMENTS
IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
15MIN lL.lIS/ELMHURST RDJ IL 152 /ALGONQUIN RO.\ INTER-
BEOIN NORTHBOUND SOUTHBOUND EASTBOUND weSTBOUND seCTION
LEFT THRU RIGHT TOTA!. LEFT THRU RIGHT TOTAL LEFT THRU RIGtn' TOTAL LEFT THRU RIGHT TOTAL TOTAL
7:00 AM S 13 I 22 0 6 0 6 5 I; 6 16 0 1 0 1 45
7:15AM 6 18 0 24 0 () 0 0 7 4 8 19 0 I 0 1 44
7:30/l.M 8 14 1 23 0 6 0 6 2 2 7 II 0 3 0 3 43
7:45/l.M 3 17 1 21 0 4 3 7 4 1 7 12 1 3 0 4 44
8:00 AM 7 17 0 24 0 6 1 S I 2 6 1I 3 5 0 8 49
8:15AM 4 14 () 111 2 4 2 S 5 0 12 17 0 4 0 4 47
8:30 AM 6 12 I 19 0 5 1 6 0 6 3 9 0 2 0 2 36
8:45AM 4 18 1 23 0 8 2 10 2 " 12 18 0 2 1 3 S4
TOTAL.: 46 123 5 174 2 41 9 52 26 24 60 110 " 21 1 26 362
HOURLY SUMMARY OF INDIVIDUAL TRUCK MOVEMENTS
IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
HOIIR IL 831ELMHURST RO.\ IL 821ALGONQUIN RC.\ INTER-
aEClIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOT A!. LEFT THRU RIGHT TOT A!. LEFT THRU RIGtn' TOTAL LEFT THRU RIGHT TOTAL TOTAL
7:00AM 25 62 3 90 0 16 3 19 16 12 2B 68 1 B 0 9 176
7:15AM 24 66 2 92 0 III 4 22 14 9 27 60 " 12 0 16 180
7:30 AM 22 62 2 86 2 22 8 30 12 5 31 48 " 16 0 19 183
7:45 AM 20 60 2 82 2 21 7 30 10 9 27 46 4 14 0 18 176
8:00AM 21 61 2 at 2 25 6 33 8 12 32 52 3 13 1 17 186
PEAK HOUR SUMMARY
HOUR IL 83 (ELMHURST RD.\ IL 62 (ALGONQUIN RD.} INTER-
BEDIN NORTHBOUND , SOUTHBOUND EASTBOUNC WESTBOUNC SECTION
LEf'T THRU RIGHT TOTA!. f LEFT THRU RIGHT TOTAL LEFT THRU RIGHT I TOTAL. LEFT THRU RIGHT TOTAL TOTAL
8:00 AM 21 61 ~ 8<1 I 2 25 6 33 8 12 321 52 I S 13 , 17 186
I F'HF '" 0.9S
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
H0611.01
11/8f2006
WEDNESDAY
SUNNY
7:00 AM . 9:00 AM
15 MINUTE SUMMARY OF INDIVIDUAL CAR MOVEMENTS
, IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
15 MlN IL 13 /ELMHURST RO.l IL62 fAlGONCUlN RD.! INTER.
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTElOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGKT TOTAL !.EFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
7:00 AM 75 117 14 206 18 186 25 229 12 61 71 164 26 89 9 104 703
7:15 AM 74 142 17 233 15 204 14 233 22 145 79 246 36 101 18 155 887
7:30 AM 67 174 15 256 32 272 18 322 32 128 90 250 42 105 12 1S0 988
7:45 AM 111 137 20 288 26 219 18 263 11 137 85 233 45 128 19 192 956
8:00 AM 80 126 17 223 30 225 28 283 22 123 81 226 23 94 22 139 871 I
8:15 AM 93 123 19 235 12 212 12 238 20 101 84 205 28 101 21 ISO B26
8:30 AM lOS 126 14 248 19 177 25 221 12 91 81 184 25 89 15 129 782
8:45 AM 84 146 15 245 14 183 14 21' 10 64 54 128 18 94 19 131 715
TOTAL: 692 1091 131 1914 166 1678 154 1998 141 870 625 1636 243 782 135 1160 8706
HOURLY SUMMARY OF INDIVIDUAL CAR MOVEMENTS
Il83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
HOUR IL as IELMHURST RD. II. 82IALGONQUIN RD. INTER.
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND I WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGKT TOTAL LEFT THRU RIGHT TOTAL ft LEFT THRU RIGHT TOTAL TOTAL
7:00 AM 327 570 66 963 91 as1 75 1047 77 491 325 893 149 404 58 611 3514
7:15AM 332 579 69 980 103 920 78 1101 87 533 335 955 146 429 71 646 3682
7:30 AM 35' 560 71 962 100 928 78 1104 85 469 340 914 138 429 74 841 3841
7:45 AM 392 512 70 974 87 833 1I3 1003 65 452 331 848 121 412 77 610 3435
8:00 AM 365 521 65 951 15 797 79 951 64 379 300 743 94 378 77 549 3194
PEAK HOUR SUMMARY
HOUR IL 83IELMHURST RO.\ II. 62 fALGONQUIN RD.! INTER-
BEGIN NORTHBOUND I SOUTHBOUND EASTBOUND I WESTBOUND SECTION
LEFT THRU RIGHT TOTAl. I LEFT THRU RIGHT I TOTAl LEFT THRU RIGHT I TOTALT LEFT THRU RIGHT I TOTAl. TOTAL
I 7:1!>AM 332 S79 69 990 I 103 920 78 I 1101 87 533 335 I 955 II 146 429 71 I 646 3882
Y PHF_ 0.93
LOCATION:
DATE:
DAY:
Pf:AK HOUR:
I
IL 83 (ELMHURST RD.) Ie IL 62 (ALGONQUIN RD.)
11/812006
WEDNESDAY 29%
1:15AM-8:15AM 1123
23%
879 <-
1884
(a__..._>
1005 --->
101 ----^
542 -->
362 -v
260,~
Nole:
Percents ('10) represenl movement volumes
divided by the lotal irnersection lraffic
1940
^
21% ^
v 1117 ^
^ N
^
^
I
I
I
v
82 938 103
I I I
I I I
I I I
< v >
< ^ >
I I I
I I I
I I I
356 645 71
^
I
I
v I
1450 1012
380,/0 ^ 28%
I
I
v
2522
^---- 71
<- 441
v--- 150
17%
<-- 662
1378
c:---->
---> 716
19%
Tolal1n1ersection Traffic
3662
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
HD611.01
1 "&'2006
WEDNESDAY
SUNNY
4:00 PM - 6:00 PM
15 MINUTE SUMMARY OF ALL VEHICLE MOVEMENTS
Rl 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
15MIN IL 83 (ELMHURST RD.\ IL 62 tAlGONQUlN RD.\ INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAl LEFT THRU RIGHT TOTAL LEFT THRU RIGtfT TOTAL TOTAL
4:00PM 101 248 25 374 21 174 24 219 40 89 79 208 44 147 26 217 1018
4:15 PM 81 259 29 369 22 \91 20 233 4\ 99 90 230 34 129 28 191 1023
4:30 PM 113 225 18 356 33 221 24 278 41 123 131 295 24 139 36 '99 1128
4:45 PM 102 289 31 422 28 198 26 252 37 123 97 257 27 155 34 216 1147
5:00 PM 112 266 21 399 29 207 24 260 34 163 144 341 34 163 45 242 1242
5:15 PM 122 297 29 44S 27 266 33 326 34 135 115 264 32 163 42 237 1295
5:30 PM 103 256 16 375 26 208 30 264 46 133 127 306 42 187 39 268 1213
5:45 PM 111 32S 26 452 26 236 28 290 31 107 97 235 33 106 37 176 1163
TOTAL: 845 2165 195 3205 212 1701 209 2122 304 972 880 2156 270 1189 287 1746 9229
HOURLY SUMMARY OF All VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
HOUR IL 83 (ELMHURST RD.I IL 52 (ALGONQUIN RDT INTER-
BEGIN NORTHBOUND SOUTHBOUNO EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAl.. LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:00PM 3G7 1021 103 1521 104 784 94 982 159 434 397 990 129 570 124 B23 4316
4'15 PM 408 1039 99 1546 112 817 94 1023 153 508 462 1123 119 586 143 B48 4540
4:30 PM 449 lDn 99 1625 117 692 107 1116 146 544 487 U77 117 620 157 894 4612
4:45 PM 439 1108 97 1544 110 87!! 113 1102 151 554 483 1186 135 666 160 863 4697
5:00 PM 448 1144 92 1684 108 917 115 1140 145 53B 483 1166 141 619 163 923 4913
PEAK HOUR SUMMARY
HOUR IL 83 (ELMHURST RD.I IL 62 ALGONQUIN RD.I INTER.
BEGIN NORTHBOUND << SOUTHBOUND EASTBOUND . WESTBOUND SECTION
LEFT THRU RIGHT I TOTAL j- LEFT THRU RIGHrTTOTAL LEFT THRU RIGHT TOTAL R LEFT THRU RIGHT I TOTAL TOTAL
5:00 PM 448 1144 92 I 1684 I 108 917 115 I 1140 145 53B 483 1186 A 141 619 163 I 923 4913
.. PHF= 0.95
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
H0611.01
111812006
WEDNESDAY
SUNNY
4:00 PM .6:00 PM
15 MINUTE SUMMARY OF INDIVIDUAL TRUCK MOVEMENTS
IL 83 (ELMHURST RD.) & Il62 (ALGONQUIN RD.)
ISMIN It. as (ELMHURST RD.\ It. 62rAumNQUIN RD.\ INTER.
BEGIN NORTHBOUNO SOUTtlSOUNO EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT" TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:00PM 2 4 b 6 Cl 11 0 l' 0 1 8 II , 2 0 3 2ll
4:15PM 3 4 1 8 0 13 I 14 2 2 2 6 2 3 0 6 33
4:30 PM 8 6 1 IS I 17 2 20 I 4 6 II 0 I 0 , 47
4:45PM 1 12 2 IS 0 7 0 7 I 0 6 7 0 , 0 , 30
5:00 PM 3 I 0 4 0 18 3 21 1 I 6 6 0 , 0 1 34
5:15PM 3 9 1 13 0 16 2 18 0 2 3 5 2 , 0 3 39
5:30 PM 9 2 1 12 0 7 0 7 I :3 2 6 0 2 0 2 27
5:45 PM " 4 2 10 0 4 0 4 1 2 2 5 , 0 0 1 20
TOTAL..: 33 42 8 83 , 93 e 102 7 15 35 67 6 , , 0 17 259
HOURLY SUMMARY OF INDIVIDUAL TRUCK MOVEMENTS
IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
HOUR it. 113 (ELMHURST RD.) IL 62 lAUlONQUIN RD. INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEfT THRU RIGHT TOTAL TOTAL
4:00 PM '4 26 4 44 I 48 3 1>2 4 7 22 33 3 7 0 '0 139
4:15PM 16 23 4 42 I 55 6 82 5 7 2D 32 2 8 Cl 8 144
4:30PM 15 28 4 47 1 53 7 66 3 7 21 31 2 4 0 6 150
4:45 PM 16 24 4 44 0 48 5 53 :3 6 17 26 2 5 0 7 130
6:00PM 19 16 4 31/ 0 45 5 50 :3 8 13 24 3 4 0 7 120
PEAK HOUR SUMMARY
HOUR it. 113 (eLMHURST RO. It. 62 (ALGONQUIN RD.I- INTER-
BEGIN NORTHBOUNO I SOUTHBOUND EASTBOUND WESTBOUND SECTiON
LEFT THRU RIGHT TOTAL I t.EFT THRU RIGHT TOTAL LeFT THRU RIGHT I TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:30 PM 15 28 4 47 I I 66 7 66 :3 7 21 .1 31 2 4 0 6 ISO
I PHF. 0.80
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
H0611.01
11/&'2006
WEDNESDAY
SUNNY
4:00 PM - 6:00 PM
15 MINUTE SUMMARY OF INDIVIDUAL CAR MOVEMENTS
IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
15 MIN IL 83/ELMHURST RD.} IL 52 (ALGONOUIN RD.) INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SEcnON
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:00 PM 99 244 25 368 21 163 24 208 40 88 71 199 43 145 26 214 989
4:15PM 76 255 26 361 22 176 19 219 39 97 S8 224 32 126 26 188 990
4:30 PM 105 219 17 341 32 204 22 258 40 119 125 284 24 138 36 198 1081
4:45 PM 101 277 29 407 28 191 26 245 36 123 91 250 27 154 34 215 1117
5:00 PM 109 265 21 395 29 189 21 239 33 162 136 33S 34 162 45 241 1208
5:15 PM 119 288 26 435 27 250 31 308 34 133 112 279 30 162 42 234 1256
5:30 PM 94 254 15 363 26 201 30 257 45 130 125 300 42 185 39 266 1186
5:45 PM 107 321 24 452 26 232 2B 286 I 30 105 95 230 32 106 37 175 ~ 1143
TOTAL: 812 2123 187 3122 211 160B 201 2020 297 957 845 2099 264 1176 287 1729 8970
HOURLY SUMMARY OF INDiVIDUAL CAR MOVEMENTS
,
IL 83 (ELMHURST RD.) & IL 62 (ALGONQUIN RD.)
HOUR IL 83 {ELMHURST RD. IL 62 AlGONQUIN RD. INTER.
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRlJ RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:00 PM 383 995 99 1477 103 736 91 930 155 427 375 957 126 583 124 813 4177
4:1,; PM 393 1016 95 1504 111 762 B8 961 148 501 442 1091 117 580 143 840 4396
4:S<l PM 434 1049 95 1578 116 834 100 1050 143 537 466 1148 115 616 157 688 4662
4:45 PM 423 1064 93 1600 110 831 108 1049 148 548 466 1162 133 663 160 956 4767
5:00 PM 429 ',2S 88 1645 108 872 110 1090 142 530 470 1142 138 615 183 916 4793
PEAK HOUR SUMMARY
HOUR IL 83 (ELMHURST RD. IL 62 ALGONOUIN RD.) INTER.
BEGIN NORTHBOUND , SOUTHBOUND EASTBOUND I WESTBOUND SECTION
LEFT THRU RIGIiT I TOTAL I LEFT THRU RIGHT TOTAL l...EFT THRU RIGHT TOTAL I LEFT THRU RIGHT I TOTAL TOTAL
5:00 PM 429 1126 88 I 1645 I 108 872 110 1090 142 530 470 I 1142 U 138 615 163 , 916 4793
~ PHF", 0.95
LOCATION:
DATE:
DAY:
PEAK HOUR:
I
11. 83 (ELMHURST RD.) & 11. 62 (ALGONQUIN RD.)
111812006
WEDNESDAY 23%
6:00 PM - 6:00 PM 1140
24%
1182 <--
2348
<-->
1166 --->
24%
, 45 ----^
538 ->
483 --v
Note:
Percents (%) represent movement volumes
divided by the total intersection traffic
2592
^
30%,
v
1452
^
v
115 917 108
I I I
1 I. I
I I I
< v >
^
^
N
^
^
^---- 163
<------ 619
v- 141
19%
<--- 923
1661
<.-......->
--> 738
15%
< ^ >
I I I
I I I
I I I
448 1144 92
I ^
I I
I I
v I
1541 1684
31% ^ 34%
I
I
v
3225
Total Intersection Traffic
4913
PROJECT:
DATE:
DAV:
WEATHER:
COUNT TIME:
HD611.01
1119f2006
THURSDAY
SUNNY
7:00 AM - 9:00 AM
15 MINUTE SUMMARY OF All VEHICLE MOVEMENTS
WALL ST. & Il 62 (AlGONQUIN RD.)
15 MIN WALl. ST. Il 62 (ALGONQUIN RDJ INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUNO WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
7:00AM 3 0 0 :> 0 0 0 0 7 0 8 15 0 0 1 1 19
7:15AM 0 0 0 0 0 0 2 2 6 0 5 n 1 0 1 2 15
7:30AM 0 0 0 l) 0 0 1 1 I 9 0 4 13 1 0 0 1 15
7:45 AM 1 0 1 2 0 0 1 1 23 0 8 31 0 0 5 5 39
B:oo AM 2 0 0 2 0 0 1 1 7 0 5 12 0 0 1 1 16
8:15 AM 0 0 0 0 0 0 1 1 11 0 4 15 1 0 4 5 21
8:30 AM , 0 1 2 1 0 2 3 12 0 1 13 0 0 1 1 19
8:45 AM , 0 1 2 , 0 I 2 15 II 2 17 0 0 I I 22
TOTAL: 8 0 3 " 2 0 9 11 90 0 37 127 3 0 14 17 166
HOURLY SUMMARY OF All VEHICLE MOVEMENTS
WALL ST. & fl62 (ALGONQUIN RD.)
HOUR WALLST. IL 62 (ALGONQUIN R[).l- ImER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL. LEFT THRU RIGHT TOTAL L.EFT THRU RIGHT TOTAL TOTAL
7:00AM 4 0 1 5 0 0 4 4 45 0 25 70 2 0 7 9 liB
7:15.!\M 3 0 1 4 0 0 5 5 45 (J 22 67 2 0 7 9 85
7:30AM 3 0 1 4 0 0 4 4 50 0 21 71 2 0 10 12 91
7:45 AM 4 0 2 6 1 0 5 5 53 0 18 71 1 0 11 12 95
B:OO AM 4 0 2 5 2 0 5 7 45 0 12 57 I 0 7 8 78
PEAK HOUR SUMMARY
HOUR WALL ST. IL. 62 'ALGONQUIN RD.) INTER-
BEGIN NORTHBOUND R SOUTHBOUND EASTBOUND I WESTBOUND SECTION
LEFT THRU RIGHT I TOTAL-Y LEFT THRU RIGHT I TOTAL LEFT THRU RIGHT TOTAL iLEFT THRU RIGHT I TOTAL TOTAL.
7:45 AM " 0 2 I 6 ! I 0 5 I 6 53 0 1B I 71 i 1 0 11 T 12 .95
fl PHF= 0.61
70
LOCATION: WALL ST. & IL 62 (ALGONQUIN RD.) ^
DATE: 11/9/2008
DAV: THURSDAY 6"10 67% ^
PEAK HOUR: 7:45 AM . 8:45 AM 6 \I 64 ^
I N
I ^
1 ^
\I
5 0
I I
I I
I I
" v >
9%
9 ,,---- ^-- 11 13%
<.......--. 0 ,,----- 12
v-------- ,
80 15
<--_..> <---..>
53 __J-
71--> 0 ---> ->3
75% 18 ----v 3%
" ^ >
I 1 I
I I I
I I I
4 0 2
Nole: Tolal intersection Traffic
Percents {"!o) represent movement voiumes 95
divided by the tatal intersectlon !raft ic I
I I
1 I
v I
19 6
20% " 6%
v
25
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
HlJ611.01
'11S1/2OO6
THURSDAY
SUNNY
4:00 PM - 6:00 PM
15 MINUTE SUMMARY OF All VEHICLE MOVEMENTS
WALL ST. & Il 62 (ALGONQUIN RD.)
15MIN WALL ST. IL 62IALGONQUIN RD.l . INTER-
BEGIN NORTHBOUND SOlSTHBOUND EASTBOUND WESTBOUND t;;:
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAl.. LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TAL
4:00 PM 2 0 4 6 0 0 9 9 6 0 2 II I 0 0 1 24
4:15PM 1 0 2 3 1 0 II 9 5 0 , 6 2 0 1 3 21
4:30 PM 7 0 3 10 0 0 11 11 :I 0 0 3 0 0 1 1 25
4:45 PM 3 0 2 5 0 0 5 5 1 0 1 2 I 0 1 :2 14
5:00PM 8 0 1 9 :3 0 20 23 0 0 0 0 0 0 D 0 32
5:15PM 5 0 3 8 , 0 13 14 2 0 2 4 2 0 1 3 29
5:30PM 6 '0 4 10 " 0 13 17 2 0 0 2 0 0 0 I[) 2\l
5:45 PM 5 0 3 8 3 0 10 13 1 0 , 2 0 0 1 1 24
TOTAL: 37 0 22 59 12 0 89 101 20 0 7 27 6 0 5 11 198
HOURLY SUMMARY OF All VEHICLE MOVEMENTS
WALL ST. & Il62 (ALGONQUIN RD.)
HOUR WALL ST. IL 621ALGONQUlN RD. INTER.
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND secnoN
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:00 PM 13 0 11 24 , 0 33 34 15 0 4 19 4 Il 3 7 114
4:15PM 19 0 8 27 4 0 44 48 9 0 2 11 3 0 3 I; Il2
4:30 PM 23 0 9 32 4 0 49 53 6 0 3 9 3 0 :3 I; 100
4:45 PM 22 0 10 32 II 0 51 59 5 0 3 8 3 0 2 5 104
5:00 PM 24 0 11 35 11 () 56 67 5 0 :3 8 2 0 2 4 114
PEAK HOUR SUMMARY
HOUR WALL sr. IL 62IALGONQUlN RD.) INTER.
BEGIN NORTHBOUNO t SOUTHBOUNO EASTBOUND i WESTBOUNO SEcnON
\.EFT THRU RIGHT J TOTAL J LEFT THRU RIGHT 1 TOTAL LEFT THRU RIGHT t TOTAL I LEFT THRU RIGHT I TOTAl. TOTAL
5:00 PM 24 0 11 I 35 I 11 0 561 67 5 0 3 I 8 n 2 0 2 I 4 114
I PHF= 0..89
74
LOCATION: WAlL ST. & It. 62 (ALGONQUIN RD.) ^
DATE: 11/9/2006
DAY: THURSDAY 59% 6% ^
~EAK HOUR: 5:00 PM - 6:00 PM 67 v 7 ^
I ^ N
I ^
I ^
v
56 0 11
I I I
I I I
i I I
" v >
70"/.
80<- ^--- 2 4%1
<:--~ 0 <--..-4
v- 2
8B 26
<---> <-->
5 _.___.J.
8-> 0 ---;> -->22
7% 3 --v 19%
" ^ >
1 I I
I I I
I I I
24 0 11
NOle: Tolallntersec\ion Traffic
Percents ('Yo) represent mO'lemenl volumes 114
divided by the totallnterseetion trallie ^
I
I
v I
5 35
4% ^ 31%
v
40
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
H0611.01
1118t2006
WEDNESDAY
SUNNY
7:00 AM - 9:00 AM
15 MINUTE SUMMARY OF ALL VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & LASALLE ST.
15 M/N IL 83/ELMHURST RD.\ LASAU.E ST. INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
7:00AM I 0 2 3 0 0 I I 0 0 0 0 '1 0 4 15 19
7:15AM 3 0 2 5 1 0 0 1 0 0 0 0 3 0 4 7 13
7:30AM 5 0 4 9 0 0 0 0 0 0 0 0 II 0 .4 12 21
7:45AM 6 0 0 6 4 0 0 4 0 0 0 0 6 0 4 10 20
B:ooAM 5 0 5 10 I 0 0 I 0 0 0 0 6 0 4 10 21
8:15 AM 6 0 1 9 4 0 1 5 0 0 0 0 2 0 6 III 22
B:3OAM 4 0 3 7 0 0 2 2 1 0 2 3 5 0 8 13 25
8:45AM 3 0 4 7 0 0 2 2 0 0 2 2 4 0 7 11 22
TOTAL: 35 0 21 56 10 0 6 16 1 0 4 5 <lIS 0 41 66 163
HOURLY SUMMARY OF ALL VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & LASALLE ST.
HOUR I IL B3/ELMHURST RD.\ LASALLE ST. INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
7:00 AM 15 0 8 23 5 0 1 6 0 0 0 0 28 0 16 44 73
7:15AM 19 0 11 30 6 0 0 6 0 0 0 0 23 0 16 39 75
7:30 AM 24 0 10 34 9 0 1 10 0 0 0 0 22 0 18 40 84
7:45 AM 23 0 9 32 9 0 3 12 1 0 2 3 19 0 22 41 sa
8:00 AM 20 0 13 33 5 0 5 10 I 0 4 5 17 0 25 42 90
PEAK HOUR SUMMARY
HOUA IL B3 (ELMHURST RO.\ LASALLE ST. INTER-
BEGIN NORTHBOUND I SOUTHBOUND EASTBOUND i WESTBOUND SECTION
LEFT THRU RIGHT TOTAL R LEFT THRU RIGHT rTOTAL LEFT THRU RIGHTI TOTAL ~ LEFT THRU RIGHT I TOTAL TOTAL
8:00AM 20 0 13 I 33 I 5 D 5 I 10 1 0 4 I 5 II 17 0 251 42 90
I PHF= 0.90
3€
LOCATION: IL 83 (ELMHURST RD.) & LASAL.L.E ST_ ^
DATE: 11/&12006
DAY: WEDNESDAY 11 0/0 29"1. ^
PEAK HOUR: 8:00 AM . 9:00 AM 10 II 26 ^
^ N
^
I,
v
5 0 5
I I t
I I I
1 I I
< v >
28%
25 <--- "-...---. 25 47%
<-...... 0 <---... 42
1/- 17
30 60
<:--.> <-.-.-..>
1 --_...1\
5---> 0 .-> -->18
6% 4 -----1/ 20%.
< ^ >
1 ! I
I 1 I
I I I
20 0 13
Note' Tolallnlersec\ion Traffic
Percents (%) represent mOl/ement volumes 90
dlllicled by the total inlerseC1ion traffic ^
I
I
II I
21 33
23"10 ^ 37%
v
54
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
tlO611.01
, 1181'2006
WEDNESDAY
SUNNY
4:00 PM - 6:00 PM
15 MINUTE SUMMARY OF ALL VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & LASALLE ST.
15MIN IL B3 (ELMHURST RD.) LASAUE ST. INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:00 PM 3 0 10 13 2 0 0 2 1 0 3 4 3 0 5 S 27
4: 15 PM 3 0 7 10 1 0 1 2 1 0 0 1 10 0 " 14 27
4:30 PM 2 0 B 10 8 0 t 9 0 0 1 1 4 0 <I IB 26
4:45 PM 1 0 10 11 2 0 1 3 1 0 1 2 9 0 8 17 33
5:00 PM 4 0 6 III 8 0 0 B 0 0 16 16 I; 0 4 10 44
5:15 PM 0 0 B 8 9 0 I 10 1 0 7 II 5 0 2 7 33
5:30 PM 3 0 B 9 8 0 0 8 0 0 3 3 5 0 12 17 37
5:45 PM 2 0 :I 5 5 0 0 5 0 0 1 1 6 0 0 16 17
TOTAL: 18 0 58 76 43 II 4 47 4 0 32 36 48 0 39 67 246
HOURLY SUMMARY OF ALL VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & LASALLE ST.
HOUR I IL 83 'ELMHURST RD. LASALLE ST. INTER.
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRlI RIGHT TOTAL TOTAL
4:00 PM 9 0 35 44 13 0 3 16 3 0 5 8 26 0 21 47 115
4:15PM 10 0 31 41 19 0 3 22 2 0 18 20 29 0 20 49 132
4:30 PM 7 0 32 39 27 0 3 30 2 0 25 27 24 0 18 42 136
4:45 PM B 0 30 3B 27 0 2 29 2 0 27 29 25 0 28 51 147
5:00 PM 9 0 23 32 30 II I 31 1 0 27 28 22 0 18 40 131
PEAK HOUR SUMMARY
HOUR IL 113 ELMHURST RD.l LASALLE S1. INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND I WESTBOUND SECTION
LEFT THRU RIGHT I TOTAL I LEFT THRU RIGHT I TOTAL LEFT THRU RIGHT TOTAL I LEFT THRU RIGHT TOTAL TOTAL
4:45 PM 8 0 30 T 3B 27 0 2 I 29 2 0 27 29 I 25 0 2ti 51 147
I PHFc 0.84
57
LOCATION: II. 83 (ELMHURST RD.} & LASAl.LE ST. ^
DATE: 11/812006
DAY: WEDNESDAY 20% 19%
PEAK HOUR: 4:45 PM - 5:45 PM 29 'V 28
I ^
I
I
v
2 0 27
I I I
I I I
I I I
< v >
7"10
10<----
^
^
N
^
^
39
<:---->
2 __J>
29 --> 0
200/0 27 --..--\1
^--
<---
v---
26
o
25
35%
<---51
108
<.--:>
----> 57
39%
Note:
Percents (%) represent movement volume.
divided by the total intersection traffic
< ^ >
I I I
I I I
I I I
B 0 30
^
I
I
v I
52 38
35% ^ 26%
v
90
Total Intersection Traffic
147
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
H0611.01
llnJ2Oll6
TUESDAY
SUNNY
7:00 AM . 9:00 AM
15 MINUTE SUMMARY OF All VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & MONTGOMERY ST.
15MIN IL 83 (ELMHURST RD.! MONTGOMERV ST. INTER-
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
7;00 AM 0 0 () 0 0 0 I 1 0 0 0 () 0 0 0 0 1
7:15AM 0 0 0 0 0 0 5 5 Il 0 I I 0 0 0 0 6
7:30 AM :3 0 0 3 0 0 3 3 1 0 1 2 0 0 0 0 8
i 7:45 AM 1 0 0 1 0 0 17 17 0 0 0 0 0 0 0 0 18
8:00 AM 2 0 0 2 0 0 8 8 0 0 2 2 0 0 0 0 12
8:15AM 1 0 0 1 0 0 8 8 0 0 0 0 0 0 0 0 9
8:30 AM 1 0 0 1 0 0 <I 4 2 0 0 2 0 0 0 0 7
8:45AM , 0 0 1 0 0 5 5 0 0 1 1 0 0 0 0 7
TOTAL: 9 0 0 9 0 0 51 51 3 0 5 8 0 0 0 0 66
HOURLY SUMMARY OF All VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & MONTGOMERY ST.
HOUR IL 85 (ELMHURST RD.l MONTGOMERY ST. INTER-
ElEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
lEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRlJ RIGHT TOTAl LEFT THRU RIGHT TOTAL TOTAl
7:00".\4 4 0 0 4 0 0 26 26 1 0 2 :3 0 0 0 0 33
7:15NA 6 0 0 6 0 0 33 33 I 0 4 5 0 0 0 Il 44
7:30 AM 7 0 0 7 0 0 36 36 I 0 3 4 0 0 0 0 47
7:45 AM 5 0 0 5 0 0 37 37 2 0 2 4 0 0 0 0 46
8:00 AM 5 0 0 5 0 0 25 25 2 0 3 5 0 0 0 0 35
PEAK HOUR SUMMARY
HOUR IL B3 (ELMHURST RD.) MONTGOMERY ST. INTER.
BEGIN NORTHBOUND I SOUTHBOUND EASTBOUND I WESTBOUND SECTION
LEFT THRU RIGHT I TOTAL' LEFT THRU RIGHT I TOTAL LEFT THRU RIGHT I TOTAL I LEFT THRU RIGHT I TOTAL TOTAl
7:30 AM 7 0 0 7 , 0 0 36 I 36 1 0 :3 T .. ~ 0 0 0 I 0 47
fi PHF= 0.65
I '57
LOCATION: IL 83 (ELMHURST RD.) & MONTGOMERY ST. ^
DATE: 111712006
DAY: TUESDAY n% 2% ^
PEAK HOUR: 7:30 AM - 8:3D AM 36 V 1 ^
^ N
^
^
V
36 0 0
I I I
I \ I
I I I
" V
91%
43,,---- "-- 0 0%
<- 0 ,,------ 0
v-- a
47 0
<---> <a__;>
1 _____.1>
4..-----;> 0 ---> ---> 0
9% 3 --v OC/o
" ^ >
I I I
I I I
I I I
7 0 0
1'::1le: Total Intersection Traffic
Fe.rcents (%) represent movement volumes 47
divided by the lolal intersection IraHlc ^
I
I
v I
3 7
6'% ^ 15%
v
10
PROJECT:
DATE:
DAY:
WEATHER:
COUNT TIME:
H0611.01
nnJ2006
TUESDAY
SUNNY
4:00 PM - 6:00 PM
15 MINUTE SUMMARY OF ALL VEHICLE MOVEMENTS
Il83 (ELMHURST RD.) & MONTGOMERY ST.
15MIN IL 83 (ELMHURST RD.) MONTGOMERY ST. INTEil.
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:00 PM 1 0 0 1 0 0 4 4 10 0 6 16 0 0 0 0 21
4:15 PM 1 0 0 I 0 0 14 14 Ii 0 0 Ii 0 () 0 0 21
4:30 PM 1 0 0 1 0 0 I 1 6 0 1 7 0 0 0 0 9
4:45 PM 1 0 0 1 0 0 7 7 4 0 4 B 0 0 0 0 16
5:00 PM D 0 0 0 0 0 2 2 B 0 9 17 0 0 0 0 19
5:15 PM 2 0 0 2 0 0 1 1 10 0 6 16 0 0 0 0 19
5:30 PM 0 0 0 0 0 0 2 2 7 0 4 11 0 0 0 0 13
5:45 PM 2 () 0 2 0 0 I 1 5 0 3 8 0 0 0 0 11
TOTAL: B 0 0 8 0 0 32 32 56 0 33 89 0 0 0 0 129
I HOURL Y SUMMARY OF ALL VEHICLE MOVEMENTS
IL 83 (ELMHURST RD.) & MONTGOMERY ST.
HOUR. IL 83 (EL.MHURST RD.} MONTGOMERY ST. INTER.
BEGIN NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SECTION
LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL LEFT THRU RIGHT TOTAL TOTAL
4:OCl PM 4 0 (; 4 0 0 26 26 26 0 11 37 0 0 0 0 67
4:15PM 3 0 0 3 II 0 24 24 24 0 14 38 0 0 iO 0 65
4:30 PM " 0 0 4 0 0 11 " 28 0 20 48 0 0 0 0 63
4:45 PM 3 0 0 3 0 0 12 12 29 0 23 52 0 0 0 0 67
5:00 PM 4 0 0 4 0 0 6 6 30 0 22 52 0 0 0 0 62
PEAK HOUR SUMMARY
HOUR IL 83 IELMHURST RD.) MONTGOMERY SI. INTER.
BEGIN NORTHBOUND I SOUTHBOUND EASTBOUND -' WESTlBOUND SECTION
LEFT THRU RIGHT 1 TOTAL I LEFT THRU RIGHT I TOTAL LEFT THRU RIGHT I TOTAL ~ LEFT THRU RIGHT I TOTAL TOTAL
4:45 PM 3 0 0 3 I 0 0 12 t 12 29 0 23 52 Jl 0 0 0 I 0 67
. PHF; 0.88
LOCATION:
DATE:
DAY:
PEAK HOUR:
I
IL 83 (ELMHURST RD.) &: MONTGOMERY ST.
11n12006
TUESDAY
4:45 PM. 5:45 PM
<-->
22%
t5<-
67
52-->
78%
29 _____Jo
o -->
23 . ---v
NOle:
Percents ('Yo) represent movement volumes
divicied by the lotal inlelSec1ion lraHie
12
I
I
I
41
^
18% 43% ^
12 v 29 ^
t " N
I ^
I ^
v
0 0
I I
I I
I I
v >
~ 0 00;.
<:--~ 0 <----.-0
v-- 0
0
<-->
-->0
0.'
,.
< " >
I I I
I I I
I I I
:3 0 0
Total Intersection T rallie
67
^
I
I
v I
23 :3
34% ^ 40/0
v
26
"
Metro Transportation Group, Inc. Page 1
3100 W. Higgins Rd. Ste. 100
Hoffman Estates. IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station ID: NB
NORTHBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle <5AxI 5 Axle >6AxI <6 Axl 6 Axle >6AxI Not
Time Bikes Trailers Lon Buses 6 Tire Double Double Double Multi Multi Multi Classe Total
11/08/06
00:15
00:30
00:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00
01:15
01:30
01:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00
02:15
02:30
02:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00
03:15
03:30 ,
03:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00
04:15
04:30
04:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00
05:15
05:30 .,
05:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00
06:15
06:30
06:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00
07:15
07:30
07A5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00
08:15
08:30
08:45 ,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00
09:15
09:30
09:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00
10:15
10:30
10:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 7 115 35 1 5 3 0 4 2 0 0 0 ,0 13 185
11:15 6 129 31 5 13 3 1 3 6 0 0 0 0 15 212
11 :30 0 168 41 3 .10 4 0 .6 4 1 1 0 ,,0 10 248
11 :45 5 168 31 1 7 4 1 4 1 1 0 0 1 17 241
18 580 138 10 35 14 2 17 13 2 1 0 1 55 886
Total 18 580 138 10 35 14 2 17 13 2 1 0 1 55 886
Percent 2.0% 65.5% 15.6% 1.1% 4.0% 1.6% 0.2% 1.9% 1.5% 0.2% 0.1% 0.0% 0.1% 6.2%
Metro Transportation Group, Inc. Page 2
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station ID: NB
NORTH BOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lone Buses 6 Tire Sinole Sinele Double Double Double Multi Multi Multi Classe Total
12PM 6 180 38 2 6 12 0 5 0 0 0 0 0 22 271
12:15 3 186 35 5 6 3 0 3 2 2 1 0 0 17 263
12:30 3 177 33 0 8 7 2 7 0 2 0 0 2 20 261
12:45 4 175 34 3 2 4 0 2 4 2 0 0 1 11 242
16 716 140 10 22 26 2 17 6 6 1 0 3 70 1037
13:00 7 190 34 4 6 2 0 6 2 1 0 0 0 17 269
13:15 7 148 19 2 6 9 0 4 1 1 0 0 0 22 219
13:30 .0 138 33 5 6 4 1 .2 0 1 0 :1 0 10 201
13:45 2 153 37 1 9 4 0 3 1 1 0 0 0 9 220
16 629 123 12 27 19 1 15 4 4 0 1 0 58 909
14:00 2 165 42 1 6 5 0 1 1 0 0 0 0 11 234
14:15 5 162 29 0 3 4 0 3 '3 0 0 0 '0 14 223
14:30 5 205 28 0 5 9 0 1 0 0 0 0 0 11 264
14:45 4 183 '38 1 2 7 1 4 2 0 0 0 0 16 258
16 715 137 2 16 25 1 9 6 a 0 0 0 52 979
15:00 0 157 21 1 4 4 0 4 1 ,0 0 '0 0 8 '200
15:15 0 198 34 3 5 4 1 2 4 0 0 1 1 12 265
15:30 4 166 34 1 6 5 2 4 0 :0 0 :0 0 .24 246
15:45 3 217 38 1 5 7 1 6 3 0 0 0 0 16 297
7 738 127 6 20 20 4 16 8 0 0 1 1 60 1008
16:00 6 205 48 3 2 4 0 2 0 3 1 0 1 12 287
16:15 4 220 :33 1 6 5 1 5 0 0 0 0 :0 21 .296
16:30 7 215 34 3 3 9 0 4 1 2 0 0 1 24 303
16:45 7 .228 29 3 4 8 1 1 2 2 0 1 '1 28 315
24 868 144 10 15 26 2 12 3 7 1 1 3 85 1201
17:00 7 260 33 0 4 10 0 2 2 2 1 0 1 27 349
17:15 3 259 24 3 3 6 0 7 1 0 0 0 19 325
17:30 4 230 44 1 4 4 0 4 1 .0 0 .0 18 '311
17:45 7 264 32 1 5 6 1 8 3 0 0 0 0 26 353
21 1013 133 5 16 26 1 21 7 2 1 0 2 90 1338
18:00 9 228 32 1 4 4 0 3 0 1 0 0 0 18 300
18:15 2 207 20 0 0 6 0 2 '0 0 0 0 17 255
18:30 4 191 39 2 3 7 1 1 0 1 0 0 0 24 273
18:45 2 152 23 1 1 5 0 3 2 0 1 0 0 20 .210
17 778 114 4 8 22 1 9 2 2 1 0 1 79 1038
19:00 4 201 31 1 2 2 2 3 1 0 0 0 ,0 .11 258
19:15 6 164 22 2 1 2 0 1 0 0 0 0 0 6 204
19:30 5 153 19 1 1 2 0 3 0 1 :0 0 0 17 202
19:45 1 110 24 0 1 2 0 3 0 0 0 0 1 7 149
16 628 96 4 5 8 2 10 1 1 0 0 1 41 813
20:00 1 130 25 0 3 4 0 1 0 0 0 0 0 12 176
2:0:15 1 120 11 .0 4 1 0 2 0 1 0 0 '0 11 151
20:30 1 114 17 0 0 0 0 1 1 0 0 0 0 7 141
20:45 3 114 '10 1 1 1 0 0 .0 0 0 0 0 8 ,138
6 478 63 1 8 6 0 4 1 1 0 0 0 38 606
21:00 2 105 18 0 1 2 0 1 1 :0 0 0 ,0 5 135
21:15 1 131 16 0 1 3 0 1 0 0 0 0 0 7 160
21:30 2 141 18 0 1 3 0 2 .0 0 0 0 0 9 176
21:45 3 112 13 1 1 0 0 1 1 0 0 0 0 4 136
8 489 65 1 4 8 0 5 2 0 0 0 0 25 607
22:00 0 110 15 0 1 0 0 1 0 0 0 0 0 0 127
22:.15 0 81 8 0 1 1 0 1 1 '0 0 0 0 5 98
22:30 0 83 8 0 0 0 0 0 2 0 0 0 0 1 94
22:45 1 61 6 0 1 1 .0 2 1 0 0 0 0 1 74
1 335 37 0 3 2 0 4 4 0 0 0 0 7 393
23:00 2 58 7 2 0 0 0 1 0 0 0 0 ,,'0 :4 74
23:15 0 56 10 0 0 0 0 0 0 0 0 0 0 4 70
23:30 0 50 7 0 1 0 {) 0 '0 .0 0 0 0 0 58
23:45 0 48 5 0 1 0 0 0 0 0 0 0 0 55
2 212 29 3 1 1 0 1 0 0 0 0 0 8 257
Tolal 150 7601 1208 58 145 189 14 123 44 23 4 3 11 613 10186
Percent 1,5% 74.6% 11.9% 0.6% 1.4% 1.9% 0.1% 1.2% 0.4% 0.2% 0.0% 0.0% 0.1% 6.0%
Metro Transportation Group, Inc. Page 3
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station 10: NB
NORTH BOUND Latitude: O' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <SAx! SAxle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lana Buses 6 Tire Sinole Single Double Double Double Multi Multi Multi Classe Total
11/09/06 0 42 5 0 0 0 0 0 0 0 0 0 0 1 48
00:15 0 . 41 7 0 1 '0 0 '0 1 0 0 0 /0 50
00:30 0 35 2 0 1 0 0 0 1 0 0 0 0 0 39
00:45 0 20 3 .0 0 0 0 0 0 0 0 0 0 0 :23
0 138 17 0 2 0 0 0 2 0 0 0 0 1 160
01:00 0 29 1 0 0 "0 0 0 1 0 0 :0 0 0 31
01:15 0 23 3 0 0 0 0 0 0 0 0 0 0 0 26
01:30 1 16 3 0 0 0 0 1 1 0 0 '0 0 1 23
01:45 0 10 1 0 0 0 0 0 0 0 0 0 0 0 11
1 78 8 0 0 0 0 1 2 0 0 0 0 1 91
02:00 0 13 4 0 0 0 0 0 0 0 0 0 0 0 17
02:15 .() 18 4 0 0 0 0 0 1 0 0 0 0 0 23
02:30 0 12 4 0 0 0 0 0 1 0 0 0 0 0 17
02:45 0 6 1 0 0 0 0 0 1 D 0 0 0 .0 ..8
0 49 13 0 0 0 0 0 3 0 0 0 0 0 65
03:00 {) 12 3 0 1 0 0 0 1 0 0 .0 O. :0 17
03:15 0 9 3 0 1 0 0 0 0 0 0 0 0 0 13
03:30 0 12 5 0 1 0 0 '0 0 0 0 0 0 0 18
03:45 0 18 0 0 2 0 0 0 0 0 0 0 0 0 20
0 51 11 0 5 0 0 0 1 0 0 0 0 0 68
04:00 0 10 3 0 0 2 0 0 0 0 0 0 0 1 16
04:15 0 23 2 0 2 1 0 0 2 0 0 0 0 1 31
04:30 0 14 2 0 1 0 0 0 2 0 0 0 0 0 19
04:45 0 12 5 0 0 2 .0 0 2 0 0 0 0 1 22
0 59 12 0 3 5 0 0 6 0 0 0 0 3 88
05:00 0 26 5 1 1 1 0 ,0. 0 0 0 0 0 0 34
05:15 0 23 6 0 0 1 0 0 0 0 0 0 0 0 30
05:30 2 31 9 0 2 .0 0 '0 6 1 .0 0 0 "3 54
05:45 0 42 5 0 1 6 0 0 4 0 0 0 0 1 59
2 122 25 1 4 8 0 0 10 1 0 0 0 4 177
06:00 0 66 15 0 4 4 0 1 5 0 0 0 1 2 98
06:15 1 62 18 3 '8 6 1 3 5 1 0 0 0 -5 113
06:30 2 107 27 2 7 5 0 0 9 0 0 0 2 10 171
06:45 2 94 20 1 7 3 .0 4 4 1 0 :0 '0 13 149
5 329 80 6 26 18 1 8 23 2 0 0 3 30 531
07:00 3 100 20 4 5 4 0 5 0 2 0 0 0 .13 .156
07:15 2 128 20 3 5 3 0 11 2 1 0 0 1 13 189
07:30 0 118 27 2 9. 2 0 5 2 3 '0 0 .....0 .9 178
07:45 4 119 24 7 7 4 0 2 1 2 0 0 0 15 186
9 455 91 16 26 13 0 24 5 8 0 0 1 51 709
08:00 5 118 28 2 7 2 0 6 3 1 1 0 0 12 185
08:15 1 133 25 5 :4 0 1 3 3 0 0 0 0 5 180
08:30 0 124 27 2 8 4 0 6 4 0 0 0 0 14 189
08,45 2 114 37 4 6 3 .1 3 2 1 0 0 0 10 183
8 489 117 13 25 9 2 18 12 2 1 0 0 41 737
09:00 6 144 29 3 3 5 .0 2 4 0 0 1 0 11 . 205
09:15 0 109 32 2 7 5 0 3 3 0 0 0 0 6 167
09:30 1 120 29 2 6 4 0 5 3 0 0 :0 1 4 175
09:45 5 126 28 3 9 5 0 4 6 0 0 0 0 12 198
12 499 118 10 25 19 0 14 16 0 0 1 1 30 745
10:00 3 115 25 1 7 2 1 2 6 0 0 0 0 6 168
10:15 3 106 .29 1 S 6 1 3 4 1 0 0 . 1 14 174
10:30 2 124 26 1 5 5 0 5 2 0 0 0 0 11 181
10:45 4 131 3.5 3 6 .4 1 7 3 1 0 0 1 8 204
12 476 115 6 23 17 3 17 15 2 0 0 2 39 727
11 :00 1 147 31 2 10 0 :0 1 8 1 0 '0 0 10 211
11:15 0 160 42 1 8 0 0 8 3 0 0 0 0 8 230
11 :30 '0 173 '30 5 7 6 0 6 8 .0 '0 0 1 ',12 248
11:45 2 164 21 0 7 6 1 4 4 0 0 2 0 20 231
3 644 124 8 32 12 1 19 23 1 0 2 1 50 920
Total 52 3399 731 60 171 101 7 101 118 16 1 3 8 250 5018
Percent 1.0% 67.7% 14.6% 1.2% 3.4% 2.0% 0.1% 2.0% 2.4% 0.3% 0.0% 0.1% 0.2% 5.0%
Metro Transportation Group, Inc. Page 4
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station ID: NB
NORTHBOUND Latitude: D. 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <SAxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lon9 Buses 6 Tire 'Single Sinale Double Double Double Multi Multi Multi Cia sse Total
12PM 5 194 25 3 4 10 0 3 3 0 2 0 0 27 276
12:15 3 .204 31 1 2 9 1 :4 :2 1 0 :0 0 19 277
12:30 8 203 21 3 3 8 0 4 4 0 0 0 1 17 272
12:45 1 170 '33 1 7 7 0 '5 '3 0 0 0 0 15 242
17 771 110 8 16 34 1 16 12 1 2 0 1 78 1067
13:00 3 170 32 2 6 0 0 5 4 0 0 0 0 8 230
13:15 2 179 36 0 3 5 0 1 2 3 0 0 2 9 242
13:30 -s 128 33 3 1 S 0 3 3 1 0 0 0 9 192
13:45 7 151 29 0 4 6 2 6 3 0 0 0 0 12 220
17 628 130 5 14 17 2 15 12 4 0 0 2 38 884
14:00 3 160 33 3 7 5 0 2 3 0 0 0 0 14 230
14:15 3 172 36 3 5 7 0 4 2 0 0 o. '0 14 246
14:30 2 175 44 2 4 3 0 3 1 1 0 0 0 15 250
14:45 2 170 25 0 4 5 1 5 1 0 0 0 2 16 231
10 677 138 8 20 20 14 7 1 0 0 2 59 957
15:00 1 171 29 2 9 3 1 5 2 1 0 0 1 11 236
15:15 5 204 30 6 4 5 1 2 5 1 1 0 0 15 279
15:30 3 193 :29 2 6 4 1 4 2 0 0 0 0 15 259
15:45 6 213 31 1 4 5 2 2 1 0 0 0 0 10 275
15 781 119 11 23 17 5 13 10 2 1 0 1 51 1049
16:00 10 199 43 3 5 2 1 3 2 0 0 0 0 21 289
16:15 5 218 28 1 9 6 1 .3 2 1 0 0 0 22 296
16:30 4 212 29 2 0 6 2 1 1 2 0 0 0 22 281
16:45 3 212 33 0 4 ,9 0 5 0 0 2 0 0 20 288
22 841 133 6 18 23 4 12 5 3 2 0 0 85 1154
17:00 6 256 30 1 4 5 0 6 1 1 0 1 O. 23 334
17:15 1 248 35 1 4 6 1 9 0 0 0 0 0 19 324
17:30 1 211 :38 '" 3 5 0 3 0 0 0 ,0 :0 22 287
17:45 5 241 32 1 0 4 0 5 4 1 1 0 0 25 319
13 956 135 7 11 20 1 23 5 2 1 1 0 89 1264
18:00 6 207 25 0 3 12 1 3 5 1 0 0 0 30 293
18:15 5 182 27 1 4 5 0 4 '1 0 0 0 0 26 255
18:30 1 179 30 2 1 3 1 3 1 0 0 0 1 10 232
18:45 9 215 40 1 3 2 1 1 0 1 0 0 0 15 288
21 783 122 4 11 22 3 11 7 2 0 0 1 81 1068
19:00 3 161 13 1 2 3 0 5 3 1 3 ,0 0 16 211
19:15 6 157 16 1 2 3 1 3 2 0 1 0 0 10 202
19:30 1 166 23 0 2 5 () 2 1 0 0 0 0 12 212
19:45 3 127 15 2 2 2 0 3 1 0 0 0 0 10 165
13 611 67 4 B 13 1 13 7 1 4 0 0 48 790
20:00 2 139 13 0 0 1 0 2 0 0 0 0 0 10 167
20:15 3 112 17 1 1 4 ,0 1 .0 0 0 0 0 . 8 147
20:30 0 105 14 0 0 2 0 2 2 0 1 0 0 10 136
20:45 '1 108 22 .1 1 2 0 0 1 1 0 0 0 4 141
6 464 66 .2 2 9 0 5 3 1 1 0 0 32 591
21:00 1 94 13 0 0 1 0 2 1 0 0 0 0 5 117
21:15 2 126 11 0 0 1 0 1 0 0 0 0 0 4 145
21:30 1 118 18 1 3 .4 ,0 0 1 0 1 0 '0 9 156
21:45 2 107 17 0 0 1 0 1 0 0 0 0 0 1 129
6 445 59 1 3 7 0 4 2 0 1 0 0 19 547
22:00 3 107 7 0 1 2 0 2 1 0 0 0 0 9 132
22:15 '0 82 12 0 1 0 0 .1 1 0 0 0 '1 1 99
22:30 0 88 5 0 0 1 0 2 2 0 0 0 0 4 102
22:45 0 75 9 1 1 1 0 1 4 0 0 0 0 '2 94
3 352 33 1 3 4 0 6 8 0 0 0 1 16 427
23:00 0 72 12 0 0 3 0 '0 0 0 0 ,0 0 6 !l3
23:15 0 70 9 1 0 1 1 3 1 0 0 0 0 4 90
23:30 1 55 7 .0 1 1 0 0 0 .0 . '0 0 0 3 68
23:45 0 44 7 0 0 0 0 0 1 0 0 0 0 1 53
1 241 35 1 1 5 1 3 2 0 0 0 0 14 304
Total 144 7550 1147 58 130 191 19 135 80 17 12 1 8 610 10102
Percent 1.4% 74.7% 11.4% 0.6% 1.3% 1.9% 0.2% 1.3% 0.8% 0.2% 0.1% 0.0% 0.1% 6.0%
Metro Transportation Group, Inc. Page 5
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station ID: NB
NORTHBOUND Latitude: O' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lena Buses 6 Tire Sinale Sinole Double Double Double Multi Multi Multi Classe Total
11/10/06 0 40 8 1 0 0 0 0 1 0 0 0 0 0 50
00:15 0 46 2 0 1 0 0 1 1 0 0 0 0 0 51
00:30 0 38 7 0 0 1 0 1 1 0 0 0 0 2 50
00:45 0 ,45 7 0 1 1 0 0 1 '0 0 0 .0 2 '57
0 169 24 1 2 2 0 2 4 0 0 0 0 4 208
01:00 0 27 6 0 0 0 0 1 1 0 {) 0 0 "{) 35
01:15 1 28 9 0 0 0 1 1 5 0 0 0 0 3 48
01:30 0 25 3 :0 1 .0 0 0 3 0 0 0 0 '0 32
01:45 0 20 4 0 0 0 0 1 2 0 0 0 0 0 27
1 100 22 0 1 0 1 3 11 0 0 0 0 3 142
02:00 1 22 0 0 0 0 0 0 1 0 0 0 0 1 25
02:15 0 :20 4 0 0 0 0 0 1 0 0 0 .0 26
02:30 0 17 3 0 0 0 0 0 0 0 0 0 0 0 20
02:45 0 12 1 0 0 0 0 1 1 0 0 '0 0 0 15
1 71 8 0 0 0 0 1 3 0 0 0 0 2 86
03:00 1) 20 1 0 '1 0 :0 0 .0 0 0 '.0 '0 0 22
03:15 0 10 5 0 0 1 0 0 3 0 0 0 0 1 20
03:30 0 17 1 0 0 {) ',0 0 () 0 0 0 '0 0 18
03:45 0 11 4 0 1 0 0 0 0 0 0 0 0 1 17
0 58 11 0 2 1 0 0 3 0 0 0 0 2 77
04:00 0 16 6 0 2 1 0 0 0 0 0 0 0 0 25
04:15 0 22 1 0 2 1 0 2 3 .0 0 0 0 0 31
04:30 0 23 1 0 1 0 0 0 0 0 0 0 0 0 25
04:45 0 22 5 0 1 .3 0 0 2 0 0 0 O. 2 35
0 83 13 0 6 5 0 2 5 0 0 0 0 2 116
05:00 0 27 2 1 2 0 '0 1 1 0 0 0 0 2 36
05:15 0 30 5 2 1 2 1 0 1 1 1 0 0 0 44
05:30 1 45 ,9 .2 7 2 "0 2 5 0 0 0 '0 .'3 76
05:45 1 50 10 0 1 1 0 0 4 0 0 0 0 1 68
2 152 26 5 11 5 1 3 11 1 1 0 0 6 224
06:00 0 56 17 4 4 0 2 3 0 0 0 2 89
06:15 1 78 17 2 5 A .'0 2 6 0 0 '0 4 119
06:30 2 91 20 1 2 4 1 1 3 0 1 0 0 8 134
06:45 1 97 23 3 9 5 0 3 3 1 0 0 ,1 10 156
4 322 77 7 20 17 1 8 15 1 1 0 1 24 498
07:00 3 112 23 1 4 0 1 6 7 0 0 0 ':0 6 163
07:15 1 127 32 0 11 5 0 5 3 0 0 0 0 10 194
07:30 3 142 27 5 10 7 1 6 4 2 0 0 0 14 :22.1
07:45 3 122 30 2 8 3 0 7 2 0 0 0 0 5 182
10 503 112 8 33 15 2 24 16 2 0 0 0 35 760
08:00 0 123 27 5 8 4 0 3 2 2 0 1 0 5 180
08:15 0 117 35 4 10 5 0 1 .€ 0 0 0 ':0 12 190
08:30 2 133 24 2 9 1 0 7 4 0 0 0 0 10 192
08:45 1 107 29 4 9 5 0 4 4 2 0 0 1 9 175
3 480 115 15 36 15 0 15 16 4 0 1 1 36 737
09:00 0 122 37 2 6 4 0 2 1 1 0 ':0 .2 9 186
09:15 117 28 4 5 3 0 3 2 0 1 0 4 7 175
09:30
09:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00
10:15
10:30
10:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00
11:15
11:30
11:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 22 2177 473 42 122 67 5 63 87 9 3 1 8 130 3209
Percent 0.7% 67.8% 14.7% 1.3% 3.8% 2.1% 0.2% 2.0% 2.7% 0.3% 0.1% 0.0% 0.2% 4.1%
Grand 386 21307 3697 228 603 562 47 439 342
Total 67 21 B 36 1658 29401
Percent 1.3% 72.5% 12.6% 0.8% 2.1% 1.9% 0.2% 1.5% 1.2% 0.2% 0.1% 0.0% 0.1% 5.6%
Metro Transportation Group, Inc. Page 1
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station 10: S8
SOUTHBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Sinqle Sinqle Double Double Double Multi Multi Multi Classe Total
11/08106
00:15
00:30
00:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 ,...
01:15
01:30
01:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00
02:15
02:30
02:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00
03:15
03:30 .
03:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00
04:15
04:30
04:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00
05:15
05:30
05:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00
06:15
06:30
06:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00
07:15
07:30
07:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00
08:15
08:30
08:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00 .
09:15
09:30
09:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00
10:15
10:30
10:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00
11:15 5 123 21 2 8 4 0 1 1 1 0 0 0 29 195
11:30 4 161 24 0 5 1 '0 6 .2 2 () 0 0 14 219
11:45 11 132 21 3 3 7 0 4 2 1 0 () 0 37 221
20 416 66 5 16 12 0 11 5 4 0 0 0 80 635
Total 20 416 66 5 16 12 0 11 5 4 0 0 0 80 635
Percent 3.1% 65.5% 10.4% 0.8% 2.5% 1.9% 0.0% 1.7% 0.8% 0.6% 0.0% 0.0% 0.0% 12.6%
Metro Transportation Group, Inc. Page 2
3100 W. Higgins Rd. Ste.100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station ID: SB
SOUTHBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6Axl Not
Time Bikes Trailers Long Buses 6 Tire Sinale Sinale Double Double Double Multi Multi Multi Cia sse Total
12PM 9 175 20 4 6 9' 2 3 3 2 0 0 0 27 260
12:15 4 183 24 4 "5 4 0 1 2 0 1 0 1 :23 252
12:30 13 187 37 0 3 3 3 3 0 0 0 0 1 30 260
12:45 7 202 23 2 8 6 2 6 4 1 1 0 ,0 :20 '262
33 747 104 10 22 22 7 13 9 3 2 0 2 100 1074
13:00 16 190 23 2 5 5 0 3 5 0 0 0 1 33 283
13:15 9 184 11 1 1 7 0 5 5 0 0 0 1 28 252
13:30 7 165 22 2 6 7 0 2 2 2 0 1 0 27 243
13:45 9 170 15 2 3 0 1 1 1 2 0 0 0 21 225
41 709 71 7 15 19 1 11 13 4 0 1 2 109 1003
14:00 16 148 16 2 6 3 0 4 3 1 0 0 1 30 232
14:15 3 169 22 2 10 3 2 1 2 1 "0 0 0 20 255
14:30 13 133 28 3 5 2 0 4 0 1 0 0 1 25 215
14:45 15 129 21 3 7 2 0 4 1 2 0 0 0 32 216
49 599 87 10 28 10 2 13 6 5 0 0 2 107 918
15:00 18 135 20 3 6 4 1 2 3 2 0 1 0 34 .229
15:15 7 136 16 3 8 8 0 4 4 1 0 0 1 39 227
15:30 14 149 23 6 6 7 0 .6 2 0 0 0 1 '48 262
15:45 23 133 24 1 13 12 1 3 4 1 0 0 0 66 281
62 553 83 13 33 31 2 15 13 4 0 1 2 187 999
16:00 7 171 17 3 9 9 1 7 4 2 0 0 2 29 261
16:15 13 188 20 2 .3 2 0 3 3 0 0 1 2 29 266
16:30 18 160 21 1 5 7 0 3 5 1 0 0 2 41 264
16:45 12 179 20 1 2 3 1 3 5 0 1 .0 0 40 267
50 698 78 7 19 21 2 16 17 3 1 1 6 139 1058
17:00 18 160 .26 ,4 8 3 0 5 3 0 0 0 0 58 285
17:15 5 130 9 6 3 6 O' 3 1 1 1 0 3 49 217
17:30 10 192 19 3 6 7 2 .3 1 0 0 0 0 '.'27 270
17:45 11 198 23 3 3 10 0 3 2 1 1 0 1 24 280
44 680 77 16 20 26 2 14 7 2 2 0 4 158 1052
18:00 13 169 18 1 3 3 0 4 0 3 0 0 2 34 250
18:15 13 201 15 0 2 2 0 1 ,0 2 '0 0 :0 .22 258
18:30 15 157 11 3 4 3 1 1 4 1 0 0 2 40 242
18:45 22 157 17 1 3 5 0 1 2 1 0 0 1 46 256
63 684 61 5 12 13 1 7 6 7 0 0 5 142 1006
19:00 15 147 14 3 2 3 0 0 3' 1 .0 '0 1 49 238
19:15 1~ 138 11 1 0 6 0 3 2 0 1 0 1 34 215
19:30 14 '132 7 2 2 3 0 0 .3 0 b 0 0 33 196
19:45 7 123 6 0 2 1 0 2 1 0 0 0 2 23 167
54 540 38 6 6 13 0 5 9 1 1 0 4 139 816
20:00 9 99 11 1 5 2 0 3 2 0 0 0 0 29 161
20:15 6 115 7 1 1 0 1 1 2 0 0 0 1 26 161
20:30 13 119 8 0 0 0 0 0 1 0 1 0 1 21 164
20:45 3 97 12 0 0 2 0 0 0 0 0 0 '0 .21 135
31 430 38 2 6 4 1 4 5 0 1 0 2 97 621
21:00 5 114 16 1 1 1 '0 0 1 '0 ''0 0 0 18 157
21:15 10 100 6 1 2 0 0 3 2 0 0 0 0 38 162
21:30 .10 101 9 0 1 1 0 2 1 0 ,0 0 '0 23 148
21:45 8 92 4 0 1 0 0 0 1 0 0 0 0 13 119
33 407 35 2 5 2 0 5 5 0 0 0 0 92 586
22:00 6 86 9 0 1 1 0 1 0 0 0 0 0 17 121
22:15 3 '82 .6 0 1 0 0 '1 1 0 :0 0 1 17 112
22:30 3 59 6 0 0 2 0 0 0 1 0 0 0 15 86
22:45 1 54 3 0 '1 1 0 0 0 0 0 0 0 "13 73
13 281 24 0 3 4 0 2 1 1 0 0 1 62 392
23:00 2 46 5 ::0 2 1 0 0 0 0 0 0 0 7 63
23:15 6 45 2 1 2 1 0 1 0 1 0 0 0 15 74
23:30 4 45 3 0 0 0 0 0 '0 1 0 0 0 .8 '61
23:45 0 26 6 0 1 0 0 0 0 0 0 0 1 4 38
12 162 16 1 5 2 0 1 0 2 0 0 1 34 236
"Total 485 6490 712 79 174 167 18 106 91 32 7 3 31 1366 9761
Percent 5.0% 66.5% 7.3% 0.8% 1.8% 1.7% 0.2% 1.1% 0.9% 0,3% 0,1% 0,0% 0.3% 14.0%
Metro Transportation Group, Inc. Page 3
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station ID: SB
SOUTHBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Sinole Sinale Double Double Double Multi Multi Multi Classe Total
11/09/06 1 36 2 0 0 0 0 0 0 1 0 0 0 2 42
00:15 3 37 5 0 0 0 0 0 0 0 :0 0 0 9 .54
00:30 0 22 0 0 1 0 0 0 1 0 0 0 0 1 25
00'45 1 17 0 0 0 '0 0 :0 '0 0 0 0 0 1 19
5 112 7 0 1 0 0 0 1 1 0 0 0 13 140
01:00 0 12 '1 ,0 0 0 0 0 0 0 0 {) 0 0 13
01:15 1 13 3 0 1 0 0 0 0 1 0 0 0 6 25
01:30 3 12 4 0 0 0 0 1 0 0 0 0 5 25
01:45 1 11 1 0 0 0 0 1 0 0 0 0 0 3 17
5 48 9 0 1 0 0 2 0 1 0 0 0 14 80
02:00 0 5 2 0 1 0 0 0 0 0 0 0 0 1 9
02:15 1 9 1 0 0 0 0 0 0 0 0 0 0 2 13
02:30 0 11 1 0 0 0 0 0 0 0 0 0 0 1 13
02:45 1 14 0 '0 2 0 0 ':1 0 0 0 0 0 8 26
2 39 4 0 3 0 0 1 0 0 0 0 0 12 61
03:00 0 4 3 0 2 0 0 0 0 0 0 0 0 3 12
03:15 2 12 1 0 1 0 0 0 1 0 0 0 0 4 21
03:30 1 14 1 0 0 0 0 0 0 .0. 0 0 0 .3 19
03:45 0 9 0 0 1 0 0 1 1 0 0 0 0 3 15
3 39 5 0 4 0 0 1 2 0 0 0 0 13 67
04:00 2 11 1 0 1 0 0 0 0 0 0 0 0 4 19
04:15 0 23 3 0 0 0 0 0 0 0 0 0 0 1 27
04:30 2 32 5 0 2 0 0 0 0 0 0 0 0 3 44
04:45 4 37 6 1 0 1 0 '0 1 0 0 0 0 9 59
8 103 15 1 3 1 0 0 1 0 0 0 0 17 149
05:00 3 48 9 1 1 1 0 1 0 0 0 0 1 '8 73
05:15 4 80 10 1 4 0 0 1 0 0 0 0 0 11 111
05:30 2 105 15 1 6 3 0 1 3 .:0 1 .:0 0 18 .155
05:45 5 122 21 0 3 9 0 1 1 0 0 0 0 38 200
14 355 55 3 14 13 0 4 4 0 1 0 1 75 539
06:00 10 98 23 0 1 2 0 5 1 0 0 0 2 28 170
06:15 5 138 26 0 2 1 0 2 1 :2 0 0 1 20 198
06:30 22 159 17 0 5 7 1 2 1 1 0 0 0 48 263
06:45 18 179 18 2 .0 2 0 0 3 1 2 0 1 54 280
55 574 84 2 8 12 1 9 6 4 2 0 4 150 911
07:00 13 144 11 2 5 3 0 .2 4 0 0 '0 0 48 .232
07:15 8 174 23 1 6 6 0 4 4 0 0 0 0 43 269
07:30 5 185 23 0 2 7 0 3 0 .2 0 0 1 30 258
07:45 13 199 16 0 4 11 1 0 0 1 0 0 1 51 297
39 702 ,. 73 3 17 27 1 9 8 3 0 0 2 172 1056
08:00 4 185 14 2 2 6 1 4 1 0 0 0 0 30 249
08:15 12 196 11 2 2 6 0 3 2 0 0 0 1 '45 280
08:30 8 179 24 1 4 5 2 3 0 0 0 0 2 32 260
08:45 11 '159 19 2 2 6 1 2 '3 "0 0 0 0 :38 243
35 719 68 7 10 23 4 12 6 0 0 0 3 145 1032
09:00 11 147 15 2 5 6 0 4 3 2 2 0 1 36 234
09:15 6 124 18 1 4 10. 0 6 2 1 0 0 0 30 202
09:30 9 127 25 1 8 6 1 :i 2 1 1 0 0 21 :203
09:45 9 128 20 1 5 4 1 4 4 1 0 0 0 27 204
35 526 78 5 22 26 2 15 11 5 3 0 1 114 843
10:00 8 115 15 1 3 5 2 4 1 1 0 0 1 25 181
10:15 13 138 23 2 5 4 0 3 3 "1 2 0 0 27, 221
10:30 5 149 21 1 6 7 1 1 4 0 0 0 0 21 216
10:45 8 141 11 1 7 6 0 2 2 0 0 0 1 22 '201
34 543 70 5 21 22 3 10 10 2 2 0 2 95 819
11:00 9 141 25 1 5 2 2 1 1 1 0 0 "0 31 219
11:15 9 148 15 0 13 2 1 1 2 0 0 0 3 29 223
11:30 2 163 15 1 5 8 0 2 3 0 0 0 "0' ':26 225
11:45 8 145 16 1 6 3 1 3 1 3 0 0 0 29 216
28 597 71 3 29 15 4 7 7 4 0 0 3 115 883
Total 263 4357 539 29 133 139 15 70 56 20 8 0 16 935 6580
Percent 4.0% 66.2% 8.2% 0.4% 2.0% 2.1% 0.2% 1.1% 0.9% 0.3% 0.1% 0.0% 0.2% 14.2%
Metro Transportation Group, Inc. Page 4
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station 10: SB
SOUTHBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lon Buses 6 Tire Sin Ie Sin Ie Double Double Double Multi Multi Multi Classe Total
12PM 3 178 2.0 1 4 6 3 3 1 0 a 0 0 24 243
12:15 24 170 22 3 8 10 .0 3 2 0 0 0 0 46 288
12:30 11 163 28 0 6 1.0 1 2 5 0 0 a 1 31 258
12:45 6 167 23 5 5 4 1 3 3 1 0 ,.0 0 17 235
44 678 93 9 23 30 5 11 11 1 0 a 1 118 1.024
13:00 '10 182 21 1 7 3 1 a '3 ,'1 ,0 0 :,0 25 254
13:15 7 182 25 1 4 7 1 2 4 1 0 a 1 34 269
13:30 18 172 12 1 ,6 5 2 4 '2 .0 0 '0 3 041 266
13:45 23 154 22 1 9 6 0 5 5 .0 0 0 2 39 266
58 690 80 4 26 21 4 11 14 2 0 a 6 139 1055
14:.00 15 147 16 0 8 7 0 2 4 1 0 0 0 36 236
14:15 15 151 22 4 5 12 '1 5 6 .o' '0 0 1 37 259
14:30 11 128 22 2 8 7 0 2 .0 2 0 a 3 40 225
14:45 1.0 136 2.0 2 6 8 1 4 4 .0 0 1 1 .33 226
51 562 8.0 8 27 34 2 13 14 3 0 1 5 146 946
15:00 15 138 22 3 8 5 a 5 1 1 a .0 1 23 222
15:15 16 137 15 3 7 7 1 3 7 a 1 a 1 50 248
15:30 12 147 17 4 7 7 0 4 3 1 a a '..0 39 241
15:45 12 146 17 3 9 8 2 3 3 0 0 0 1 52 256
55 568 71 13 31 27 3 15 14 2 1 a 3 164 967
16:.00 10 146 21 a 3 6 3 0 2 a a a 3 37 231
16:15 21 144 2.0 2 7 B 1 5 1 () 0 a .0 57 266
16:30 20 181 17 1 1.0 3 2 1 4 a a a 2 53 294
16:45 27 154 26 1 7 7 1 6 6 a 2 0 '4 70 311
78 625 84 4 27 24 7 12 13 a 2 a 9 217 1102
17:00 15 166 ,25 a 7 .3 a '5 '5 .0 a a a 40 268
17:15 2 2.08 22 4 4 4 a 5 1 1 a a 1 31 283
17:30 19 199 .2.0 2 B 3 1 1 ,3 '1 '.0 0 '1 4.0 298
17:45 14 163 15 1 5 6 a 2 4 1 a .0 2 50 263
50 738 82 7 24 16 1 13 13 3 a a 4 161 1112
18:.00 20 156 13 a 2 6 a 1 2 a a 0 2 65 267
18:15 12 187 15 5 7 1.0 1 1 3 1 a a a 51 293
18:30 22 16.0 25 1 3 3 a 2 3 a a a 1 49 269
18:45 13 154 18 1 2 9 a 1 1.0 1 a a 1 53 263
67 657 71 7 14 28 1 5 18 2 .0 a 4 218 1.092
19:0.0 21 173 16 1 1 ,8 1 1 ,2 a '.0 '2 47 274
19.:15 1.0 154 5 1 3 2 a 0 1 a 0 a a 36 212
19:3.0 7 132 15 a 4 2 1 :2 ,0 .,0 0 '0 1 27 191
19:45 7 138 8 1 1 1 a a 1 2 1 0 2 26 188
45 597 44 3 9 13 2 3 4 3 1 a 5 136 865
20:00 6 111 1.0 1 1 2 0 2 2 1 0 0 0 25 161
2.0:15 3 115 17 1 2 1 a 1 3 ,0 :.0 0 :.0 ,16 159
20:30 6 76 6 a 3 1 a 1 0 0 a a a 15 108
2.0:45 6 1.06 8 1 1 a a :.0 '2 0 0 0 0 21 145
21 408 41 3 7 4 0 4 7 1 a 0 a 77 573
21:0.0 4 111 6 0 a 3 0 a 2 '.0 a a ;() 13 139
21:15 9 1.06 6 0 2 4 a 0 1 a 0 a 0 21 149
21:3.0 7 90 7 .0 2 2 0 2 2 :'.0 .0 .0 0 14 126
21:45 5 83 5 1 2 0 .0 0 a 0 .0 .0 .0 14 110
25 39.0 24 1 6 9 a 2 5 a a a a 62 524
22:00 12 91 4 a 2 1 0 1 1 0 a a 0 15 127
22:15 2 79 11 0 2 .0 0 0 2 ,,0 '0 1 16 114
22:3.0 6 63 3 0 .0 1 .0 a 1 0 .0 a 0 17 91
22:45 '3 74 3 1 0 .0 0 a 1 0 0 .0 a .1.0 92
23 307 21 1 4 2 a 1 5 1 0 0 1 58 424
23:.00 .0 .50 2 0 1 a '1 a 0 0 a .0 61
23:15 2 53 4 .0 .0 1 a 2 2 a a .0 9 73
23:30 4 48 7 a a 0 a .0 .0 a .0 a .0 '8 . 67
23:45 0 29 .0 .0 1 a a a 0 a 0 a a 3 33
6 180 13 a 2 1 1 2 2 0 0 a 1 26 234
Total 523 64.00 704 60 2.0.0 2.09 26 92 12.0 18 4 1 39 1522 9918
Percent 5.3% 64,5% 7.1% .0.6% 2..0% 2.1% .0.3% .0.9% 1.2% 0.2% .0.0% .0..0% .0.4% 15.3%
Metro Transportation Group, Inc. Page 5
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 83 N 62
IL 83 NORTH OF IL 62 Station 10: SB
SOUTHBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Sinole Sinole Double Double Double Multi Multi Multi Classe Total
11/10/06 0 29 2 1 0 0 0 0 0 0 0 0 0 1 33
00:15 2 21 .4 0 3 0 0 1 '0 1 0 '0 .0 4 36
00:30 4 28 1 0 0 0 0 1 0 0 0 0 0 3 37
00:45 0 25 3 0 1 0 0 '0 '0 0 0 0 0 3 32
6 103 10 1 4 0 0 2 0 1 0 0 0 11 138
01:00 0 24 4 0 0 0 0 0 0 0 0 0 '0 .29
01:15 0 27 0 0 0 0 0 0 0 0 0 0 0 2 29
01:30 0 11 2 0 0 0 0 :0 1 ,0 0 :0 0 '.2 16
01:45 2 23 0 0 0 0 0 0 1 0 0 0 0 5 31
2 85 6 0 0 0 0 0 2 0 0 0 0 10 105
02:00 1 17 0 0 0 0 0 1 0 1 0 0 0 3 23
02:15 0 010 2 0 0 0 '0 0 0 0 0 0 0 1 13
02:30 0 9 1 0 1 0 0 0 0 0 0 0 0 0 11
02:45 0 20 1 0 0 '0 0 0 1 '0 0 0 0 '5 27
1 56 4 0 1 0 0 1 1 1 0 0 0 9 74
03:00 0 14 1 0 1 '0 0 0 0 0 0 0 0 1 17
03:15 0 9 3 0 1 0 0 0 0 0 0 0 0 2 15
03:30 .0 .20 1 0 1 0 :0 0 ".2 0 '.0 .0 ,0 4 28
03:45 0 19 4 0 1 0 0 1 0 0 0 0 0 4 29
0 62 9 0 4 0 0 1 2 0 0 0 0 11 89
04:00 1 13 1 0 0 0 0 0 0 0 0 0 0 6 21
04:15 0 23 3 0 0 0 0 0 1 0 0 0 1 4 32
04:30 1 28 4 0 1 0 0 0 0 0 0 0 0 3 37
04:45 0 45 5 0 :-2 '0 0 1 1 0 0 ,0 0 4 58
2 109 13 0 3 0 0 1 2 0 0 0 1 17 148
05:00 1 66 7 1 2 2 n' 0 0 ::.'0 0 0 .0 12 91
05:15 1 65 14 1 3 0 1 2 2 0 0 1 11 101
05:30 1 83 16 0 4 2 0 1 0 0 ;:13 122
05:45 6 135 19 0 2 4 0 1 2 1 0 0 0 30 200
9 349 56 2 11 8 1 5 4 1 1 0 1 66 514
06:00 7 128 23 0 1 5 0 4 0 1 0 0 2 25 196
06:15 i' 117 12 0 2 1 '.0 2 1 :0 1 --1 :0 28 172
06:30 11 150 21 0 0 3 2 1 1 2 0 0 1 32 224
06:45 18 167 20 1 1 4 1 ':3 3 0 0 0 0 59 277
43 562 76 1 4 13 3 10 5 3 1 1 3 144 869
07:00 14 161 18 2 5 4 0 4 3 0 0 0 30 242
07:15 15 145 17 0 4 4 1 3 2 0 1 0 0 42 234
07:30 19 153 20 3 0 ,6 0 '1 3 .0 0 0 :2 ,46 253
07:45 18 193 22 2 3 4 0 0 2 2 0 0 1 45 292
66 652 77 7 12 18 1 8 10 2 1 0 4 163 1021
08:00 16 191 22 1 10 5 0 5 3 1 1 0 0 53 308
08:15 15 162 10 ; 6 7 0 4 9 .1 0 0 1 45 261
08:30 21 163 14 3 7 14 0 4 5 0 1 0 0 62 294
08:45 5 143 ,18 1 8 7 0 '5 2 0 0 0 0 41 230
57 659 64 6 31 33 0 18 19 2 2 0 1 201 1093
09:00 5 154 19 2 9 7 1 5 5 1 0 0 1 43 252
09:15 8 138 16 1 6 3 0 4 3 1 0 0 0 47 227
09:30 10 143 16 1 9 .8 0 4 6 0 0 1 1 36 235
09:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00
10:15
10:30
10:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00
11:15
11:30
11:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 209 3072 366 21 94 90 6 59 59 12 5 2 12 758 4765
Percent 4.4% 64.5% 7.7% 0.4% 2.0% 1.9% 0.1% 1.2% 1.2% 0.3% 0.1% 0.0% 0.3% 15.9%
Grand 1500 20735 2387 194 617 617 65 338 331 86 24 6 98 4661 31659
Total
Percent 4.7% 65.5% 7.5% 0.6% 1.9% 1.9% 0.2% 1.1% 1.0% 0.3% 0.1% 0.0% 0.3% 14.7%
Metro Transportation Group, Inc. Page 1
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID: EB
EASTBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lon Buses 6 Tire Double Double Double Multi Multi Multi Classe Total
11/08/06
00:15
00:30
00:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00
01:15
01:30
01:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00
02:15
02:30
02:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00
03:15
03:30
03:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04;00
04;15
04;30
04:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00
05;15
05;30
05;45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00
06;15
06;30
06:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00
07;15
07:30
07:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00
08:15
08:30
08:45
0 0 0 0 0 0 0 0 0 0 0 0 0
09:00 ....,.
09:15
09:30
09:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00
10:15
10:30
10:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00
11 :15
11:30 2 '115 27 3 5 3, 0 1 5 0 0 '0 169
11 :45 5 152 22 5 4 4 0 1 2 0 0 0 7 202
7 267 49 8 9 7 0 2 7 0 o' 0 14 371
Total 7 267 49 8 9 7 0 2 7 0 0 0 14 371
Percent 1.9% 72.0% 13.2% 2.2% 2.4% 1.9% 0.0% 0.5% 1.9% 0.0% 0.0% 0.0% 3.8%
Metro Transportation Group, Inc. Page 2
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID: EB
EASTBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Single Sinale Double Double Double Multi Multi Multi Classe Total
12PM 4 133 25 2 10 2 0 4 1 0 0 0 0 12 193
12:15 4 132 28 1 5 6 0 :3 3 0 0 '0 0 18 200
12:30 4 132 19 3 7 6 0 3 7 0 0 0 0 13 194
12:45 2 '132 20 2 7 3 '1 1 4 0 '0 0 0 7 179
14 529 92 8 29 17 1 11 15 0 0 0 0 50 766
13:00 1 132 26 1 4 6 .0 4 6 0 0 0 '0 16 195
13:15 1 120 28 4 7 0 1 1 4 0 0 0 0 10 176
13:30 4 115 31 3 4 '1 0 9 2 0 0 0 0 10 '179
13:45 0 137 27 7 6 4 0 4 4 0 1 0 0 5 195
6 504 111 15 21 11 1 18 16 0 1 0 0 41 745
14:00 2 123 35 0 4 3 1 6 0 0 0 0 0 9 183
14:15 6 123 26 2 3 5 0 3 1 .0 0 0 0 12 181
14:30 0 126 39 2 2 1 1 3 2 :3 0 0 0 12 191
14:45 0 124 33 4 6 3 0 6 1 0 .0 0 0 10 187
8 496 133 8 15 12 2 18 4 3 0 0 0 43 742
15:00 1 136 28 2 6 2 0 6 3 1 0 0 1 13 198
15:15 1 142 41 1 6 2 0 2 1 0 0 0 0 9 205
15:30 7 206 41 2 8 5 0 3 0 .0 0 0 0 21 :,293
15:45 3 168 27 5 3 2 0 4 2 0 0 0 0 14 228
12 652 137 10 22 11 0 15 6 1 0 0 1 57 924
16:00 4 170 32 2 4 3 0 3 1 0 0 0 0 20 239
16:15 5 174 47 1 3 4 4 1 1 0 0 0 19 260
16:30 4 207 34 4 4 6 0 4 1 2 0 0 0 14 280
16:45 2 209 23 2 .2 3 0 1 2 1 0 0 2 18 265
15 760 136 9 13 16 1 12 5 4 0 0 2 71 1044
17:00 5 228 21 2 3 8 0 5 3 '0 0 0 0 29 304
17:15 2 199 26 1 5 3 1 3 0 0 0 0 0 23 263
17:30 2 225 32 .2 1 5 0 3 1 '0 0 0 0 19 290
17:45 2 167 26 3 4 2 0 1 4 0 0 1 0 12 222
11 819 105 8 13 18 1 12 8 0 0 1 0 83 1079
18:00 1 '180 19 5 2 3 0 0 3 2 0 0 1 12 228
18:15 ,1 147 17 3 5 '3 0 3 2 0 0 0 1 4 186
18:30 2 129 24 1 4 1 0 0 3 0 2 0 0 7 173
18:45 1 120 25 .2 1 0 0 1 0 0 0 0 0 4 154
5 576 85 11 12 7 0 4 8 2 2 0 2 27 741
19:00 1 98 20 0 1 2 .0 . 1 3 0 0 .0 0 .3 129
19:15 0 81 14 2 1 1 0 3 2 0 0 0 0 3 107
19:30 0 115 15 0 1 1 0 1 0 '0 1 0 :0 '5 139
19:45 0 99 10 0 0 3 0 3 2 0 0 0 0 4 121
1 393 59 2 3 7 0 8 7 0 1 0 0 15 496
20:00 0 76 7 1 0 1 0 0 0 0 0 0 0 1 86
20:15 1 75 10 1 0 1 0 1 1 ':0' 0 0 0 .5 95
20:30 1 77 13 0 1 1 0 1 3 0 0 0 0 3 100
20:45 0 79 15 0 0 "0 .0 1 0 0 0 0 0 1 96
2 307 45 2 1 3 0 3 4 0 0 0 0 10 377
21:00 1 93 16 1 1 0 0 2 4 '0 0 :0 0 .4 122
21:15 0 77 8 0 1 0 0 0 6 1 0 0 0 4 97
21:30 1 66 6 0 0 0 0 ,0 '1 '0 0 .0 0 2 76
21:45 0 64 5 1 1 1 0 0 2 0 0 0 0 0 74
2 300 35 2 3 1 0 2 13 1 0 0 0 10 369
22:00 0 57 11 0 1 1 0 0 1 0 0 0 0 4 75
22:.15 0 57 10 0 '1 . '0 0 0 3 0 0 0 :.0 '2 73
22:30 0 38 8 0 4 0 0 0 1 0 0 0 0 0 51
22:45 1 55 7 1 0 0 0 1 '3 0 0 0 '0 0 68
1 207 36 1 6 1 0 1 8 0 0 0 0 6 267
23:00 1 48 11 1 1 0 0 0 2 0 0 0 0 64
23:15 3 34 4 0 0 0 0 1 1 0 0 0 0 45
23:30 0 29 5 ,0 0 0 0 0 2 .0 0 0 .0 '0. 36
23:45 1 24 3 1 0 0 0 0 0 0 0 0 0 0 29
5 135 23 2 1 0 0 1 5 0 0 0 0 2 174
Total 82 5678 997 78 139 104 6 105 99 11 4 1 5 415 7724
Percent 1.1% 73.5% 12.9% 1.0% 1.8% 1.3% 0.1% 1.4% 1.3% 0.1% 0.1% 0.0% 0.1% 5.4%
Metro Transportation Group, Inc. Page 3
3100 W. Higgins Rd. Ste.100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station 10: EB
EASTBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6Axl 6 Axle >6AxI Not
Time Bikes Trailers Lana Buses 6 Tire Sinale Sinale Double Double Double Multi Multi Multi Classe Total
11/09/06 0 21 5 0 1 0 0 0 0 0 0 0 0 1 2B
00:15 0 12 3 0 0 0 0 0 0 0 0 0 '0 .0 .15
00:30 1 30 3 0 0 0 0 0 1 0 0 0 0 0 35
00:45 0 19 1 0 0 0 0 0 4 0 0 0 0 2 26
1 82 12 0 1 0 0 0 5 0 0 0 0 3 104
01:00 0 20 5 0 0 0 0 '1 1 0 0 1 0 0 2B
01:15 0 9 3 1 0 0 0 0 0 0 0 0 0 0 13
01:30 0 15 1 0 1 0 0 0 3 0 0 0 '0 .0 20
01:45 0 8 0 0 3 0 0 0 0 0 0 0 0 0 11
0 52 9 1 4 0 0 1 4 0 0 1 0 0 72
02:00 0 9 1 0 0 0 0 0 0 0 0 0 0 0 10
02:15 0 '2 3 0 1 .0 0 1 1 0 0 0 0 1 9
02:30 0 8 1 0 0 0 0 1 0 0 0 0 0 0 10
02:45 0 5 1 0 0 0 0 1 {l 0 0 0 0 0 7
0 24 6 0 1 0 0 3 1 0 0 0 0 1 36
03:00 '0 11 1 0 0 0 {l 0 1 0 0 0 0 0 13
03:15 0 4 3 0 0 0 0 0 2 0 0 0 0 0 9
03:30 1 9 3 0 1 0 0 0 0 0 0 0 0 0 14
03:45 0 10 3 0 0 0 0 0 0 0 0 0 0 0 13
1 34 10 0 1 0 0 0 3 0 0 0 0 0 49
04:00 0 9 1 0 2 0 0 0 4 0 0 0 0 0 16
04:15 0 11 3 0 1 1 0 0 2 0 0 0 0 0 18
04:30 0 23 6 0 1 0 0 1 0 0 0 0 0 1 32
04:45 0 32 8 0 2 '1 '.0 .{l 0 0 0 0 '0 '1 44
0 75 18 0 6 2 0 1 6 0 0 0 0 2 110
05:00 0 32 .10 1 1 :1 0 0 7 :'0 0 ,0 0 1 53
05:15 0 53 15 3 1 1 0 1 2 0 0 0 0 6 82
05:30 2 68 20 2 2 1 0 '2 2 0 0 0 0 5 104
05:45 0 95 18 0 5 1 0 0 3 0 0 0 0 4 126
2 248 63 6 9 4 0 3 14 0 0 0 0 16 365
06:00 1 99 16 2 8 2 0 4 5 0 0 0 0 7 144
06:15 2 113 26 1 10 4 0 7 4 1 0 0 0 .8 176
06:30 3 150 34 3 7 5 0 4 5 0 0 0 0 17 228
06:45 5 167 26 7 9 6 0 10 3 1 0 1 '0 18 253
11 529 102 13 34 17 0 25 17 2 0 1 0 50 801
07:00 2 138 35 1 2 2 0 5 '5 '2 1 0 0 .30 223
07:15 5 182 24 4 6 3 1 11 8 0 1 0 0 26 271
07:30 3 185 27 2 3 .8 1 7 4 :0 0 1 1 22 264
07:45 2 167 33 2 8 7 2 7 3 0 0 0 0 33 264
12 672 119 9 19 20 4 30 20 2 2 1 1 111 1022
08:00 6 169 36 1 5 5 2 6 2 0 0 0 1 28 261
08:15 5 130 26 3 0 5 0 1 8 0 1 0 2 24 205
08:30 4 154 21 2 6 2 0 1 7 1 0 1 1 16 216
08:45 4 128 29 5 8 2 0 2 5 1 0 0 :0 "14 198
19 581 112 11 19 14 2 10 22 2 1 1 4 82 880
09:00 0 93 23 4 4 1 ,0 4 4 1 0 0 2 '.'8 144
09:15 1 86 29 2 9 5 0 1 5 0 0 0 0 4 142
09:30 2 93 28 3 ,8 1 0 0 10 .0 :0 0 0 7 152
09:45 0 90 36 2 8 3 0 3 4 0 0 0 0 9 155
3 362 116 11 29 10 0 8 23 1 0 0 2 28 593
10:00 3 68 17 3 6 2 0 3 6 0 0 0 0 6 114
10:15 0 70 26 1 6 2 0 2 6 .0 0 0 "'0 7 120
10:30 1 66 16 0 5 5 0 1 7 0 1 0 1 12 115
10:45 2 86 17 1 7 1 0 2 12 :0 0 0 0 10 '138
6 290 76 5 24 10 0 8 31 0 1 0 1 35 487
11:00 1 94 26 2 7 '4 0 ,3 4 0 0 0 11 152
11:15 3 98 34 3 2 2 0 2 3 0 0 0 10 157
11:30 4 140 27 6 1 4 0 '5 6 0 0 0 0 8 201
11:45 1 .138 28 6 4 3 0 1 8 0 0 0 0 8 197
9 470 115 17 14 13 0 11 21 0 0 0 0 37 707
Total 64 3419 758 73 161 90 6 100 167 7 4 4 8 365 5226
Percent 1.2% 65.4% 14.5% 1.4% 3.1% 1.7% 0.1% 1.9% 3.2% 0.1% 0.1% 0.1% 0.2% 7.0%
Metro Transportation Group, Inc. Page 4
3100 W. Higgins Rd. Ste.100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID: EB
EASTBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Sinole Sinale Double Double Double Multi Multi Multi Classe Total
12 PM 2 162 26 4 4 4 1 2 4 0 1 0 0 12 222
12:15 2 115 27 " 3 3 0 1 5 0 0 0 \l 15 175
12:30 0 125 21 2 1 0 0 1 7 0 0 0 2 7 166
12:45 2 135 28 2 12 5 0 7 6 1 0 1 0 17 '216
6 537 102 12 20 12 1 11 22 1 1 1 2 51 779
13:00 2 159 21 3 6 1 0 2 7 0 0 0 D '5 206
13:15 1 136 26 1 5 3 0 5 6 0 0 0 0 12 195
13:30 2 105 34 1 4 1 ,:0 0 5 0 1 0 0 10 163
13:45 4 122 20 3 8 4 1 1 5 2 0 0 0 14 184
9 522 101 8 23 9 1 8 23 2 1 0 0 41 748
14:00 4 110 24 1 1 2 1 5 6 0 0 0 0 11 165
14:15 5 142 43 1 3 6 0 5 2 2 1 0 0 13 '223
14:30 2 144 36 5 4 2 0 3 8 1 0 0 1 11 217
14:45 1 127 19 3 3 2 0 4 5 1 0 0 0 '12 177
12 523 122 10 11 12 1 17 21 4 1 0 1 47 782
15:00 1 159 34 3 7 0 0 3 4 ' ,0 0 0 1 4 ' 216
15:15 1 164 37 4 5 2 0 4 6 1 0 0 0 13 237
15:30 3 206 37 3 7 ,5 0 4 3 1 0 0 '0 14 283
15:45 0 142 27 4 7 2 0 4 6 2 0 0 0 14 208
5 671 135 14 26 9 0 15 19 4 0 0 1 45 944
16:00 5 204 40 3 6 4 0 2 0 0 0 0 0 18 282
16:15 3 213 38 3 2 2 1 2 1 2 2 '0 :0 17 286
16:30 4 208 29 2 8 3 0 3 0 0 1 0 0 21 279
16:45 2 204 32 2 3 3 1 4 1 '0 1 0 ' 0 15 268
14 829 139 10 19 12 2 11 2 2 4 0 0 71 1115
17:00 2 243 24 4 3 6 0 4 2 0 0 0 0 26 '314
17:15 0 229 21 0 3 2 0 4 1 1 0 0 0 21 282
17:30 5 230 19 1 1 2 0 1 2 3 0 0 21 286
17:45 3 .166 31 2 2 2 0 5 1 0 0 0 1 24 237
10 868 95 7 9 12 0 14 5 3 3 0 1 92 1119
18:00 4 181 26 2 3 2 0 2 2 0 0 0 0 16 238
18:15 1 161 16 3 0 '6 0 2 0 1 0 0 '0,' 10 200
18:3C 1 131 21 0 2 3 0 4 2 0 0 0 0 10 174
18:45 2 112 18 5 4 1 0 0 1 0 1 0 0 10 154
8 585 81 10 9 12 0 8 5 1 1 0 0 46 766
19:00 6 89 16 2 1 0 0 :3 1 0 0 0 0 6 124
19:15 0 100 13 4 0 2 0 0 1 0 0 0 1 11 132
19:3C 1 :87 :22 0 0 ,2 0 2 ,0 0 0 :0 1) 3 '117
19:45 0 74 16 0 4 1 0 1 1 1 1 0 0 1 100
7 350 67 6 5 5 0 6 3 1 1 0 1 21 473
20:00 0 95 13 0 0 0 0 3 0 0 1 0 0 1 113
20:15 1 78 7 1 1 0 0 0 2 ,:0 0 0 "0 95
20:30 0 81 13 0 0 0 0 0 1 0 0 0 0 97
20:45 0 77 13 0 0 0 0 . 1 0 0 0 0 '0 1 92
1 331 46 1 1 0 0 4 3 0 1 0 0 9 397
21:00 0 74 8 ,0 4 0 0 ',0 2 ,0 0 0 ,0 2 90
21:15 0 87 12 1 0 1 0 2 0 0 0 0 1 1 105
21:30 0 71 5 0 '2 1 "0 '1 2 0 0 0 0 4 86
21:45 2 62 11 2 0 0 0 0 0 0 0 0 0 2 79
2 294 36 3 6 2 0 3 4 0 0 0 1 9 360
22:00 1 51 4 1 0 0 0 1 1 0 0 0 0 0 59
22:15 0 55 7 0 0 0 0 1 2 0 0 0 '1 2 68
22:30 0 47 9 1 0 0 0 1 2 0 0 1 0 1 62
22:45 0 59 6 0 0 3 0 1 :4 .0 0 0 0 :2 75
1 212 26 2 0 3 0 4 9 0 0 1 1 5 264
23:00 1 53 7 0 1 1 0 0 0 ,0 0 0 0 3 '66
23:15 0 35 8 0 1 0 0 0 1 0 0 0 0 0 45
23:30 ,0 31 4 0 0 0 .0 0 1 0 0 0 >0 ,'}.O 36
23:45 0 31 5 2 0 0 0 0 2 0 0 0 0 0 40
1 150 24 2 2 1 0 0 4 0 0 0 0 3 187
Total 76 5872 974 85 131 89 5 101 120 18 13 2 8 440 7934
Percent 1.0% 74.0% 12.3% 1.1% 1.7% 1.1% 0.1% 1.3% 1.5% 0.2% 0.2% 0.0% 0.1% 5.5%
Metro Transportation Group, inc. Page 5
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID: EB
EASTBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <SAxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Sino Ie Sinale Double Double Double Mufti Multi Multi Classe Total
11/10/06 0 37 5 0 0 0 0 2 0 0 0 0 0 0 44
00:15 0 27 .1 0 0 0 :() 0 0- 0 0 0 .'0 0 28
00:30 0 22 4 0 0 0 0 0 0 0 0 0 0 1 27
00:45 1 23 4 0 1 '.0 '0 0 2 0 0 1 .' 0 0 32
1 109 14 0 1 0 0 2 2 0 0 1 0 1 131
01:00 '0 24 1 0 0 0 0 0 2 0 0 0 .'0 ,0 27
01:15 0 11 3 0 1 0 0 1 2 0 0 0 0 0 18
01:30 0 12 0 0 1 .0 0 0 '0 0 0 0 'il '0 13
01:45 0 5 2 0 0 1 0 1 0 0 0 0 0 2 11
0 52 6 0 2 1 0 2 4 0 0 0 0 2 69
02:00 0 4 4 0 1 0 0 0 0 0 0 0 0 9
02:15 0 8 0 0 0 '0 0 0 2 :0 0 0 0 10
02:30 0 9 2 0 0 0 0 0 1 0 0 0 0 1 13
02:45 0 7 4 0 0 0 0 0 1 0 0 '0 0 1 13
0 28 10 0 1 0 0 0 4 0 0 0 0 2 45
03:00 0 8 1 0 .0 '0. 0 0 0 '0 0 '.0 '0 0 9
03:15 0 9 5 0 0 0 0 0 1 0 0 0 0 0 15
03:30 ,0 11 2 0 0 0 0 0 .0 0 0 0 ,0 1 14
03:45 0 8 3 0 1 0 0 0 4 0 0 0 0 2 18
0 36 11 0 1 0 0 0 5 0 0 0 0 3 56
04:00 0 8 4 1 1 0 0 0 1 0 0 0 0 0 15
04:15 0 10 3 0 1 .1 0 0 0 0 0 0 0 0 15
04:30 0 27 8 0 0 1 0 0 2 0 0 0 0 1 39
04:45 0 21 10 0 '1 0 0 0 4 0 0 0 '0 1 37
0 66 25 1 3 2 0 0 7 0 0 0 0 2 106
05:00 0 33 3 0 1 0 0 :0 0 0 0 0 '2 39
05:15 0 39 12 3 1 2 0 3 2 0 0 0 0 3 65
05:30 0 54 16 1 :3 0 0 0 '1 1 0 0 '0 2 78
05:45 4 98 18 0 6 1 0 2 1 1 0 0 1 7 139
4 224 49 4 11 3 0 5 4 2 0 0 1 14 321
06:00 1 81 29 3 6 1 0 4 3 0 0 0 0 11 139
06:15 :2 104 24 1 4 '1 0 5 4 0 0 0 .0 7 152
06:30 1 144 27 3 13 4 0 5 1 1 1 0 0 15 215
06:45 4 150 25 2 4 .6 0 10 8 '0 1 0 0 17 227
B 479 105 9 27 12 0 24 16 1 2 0 0 50 733
07:00 5 141 27 3 10 3 0 '10 2 0 1 0 0 21 223
07:15 5 163 35 8 7 6 0 4 1 1 0 0 0 20 250
07:30 2 187 36 0 7 4 0 5 4 0 0 0 0 .20. 265
07:45 2 162 29 3 6 7 1 0 3 1 0 0 1 19 234
14 653 127 14 30 20 1 19 10 2 1 0 1 80 972
08:00 5 154 35 4 8 5 0 2 3 1 0 0 0 23 240
08:15 4 137 .22 4 8 4 :0 6 1 1 0 '0 23 211
08:30 2 121 24 2 4 4 0 5 6 1 2 0 1 22 194
08:45 .0 124 20 3 3 0 0 1 3 1 0 0 '0 5 160
11 536 101 13 23 13 0 14 13 4 2 0 2 73 805
09:00 4 82 29 2 10 :3 0 4 2 0 '1 0 '13 :150
09:15 2 89 25 1 6 4 0 2 4 1 1 0 7 142
09:30 1 100 26 2 3 1 0 3 4 0 0 0 0 12 152
09:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00
10:15
10:30
10:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00
11 :15
11:30
11:45 .
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 45 2454 528 46 118 59 1 75 75 10 7 1 4 259 3682
Percent 1.2% 66.6% 14.3% 1.2% 3.2% 1.6% 0.0% 2.0% 2.0% 0.3% 0.2% 0.0% 0.1% 7.0%
Grand 274 17690 3306 290 558 349 18 383 468
Total 46 28 8 26 1493 24937
Percent 1.1% 70.9% 13.3% 1.2% 2.2% 1.4% 0.1% 1.5% 1.9% 0.2% 0.1% 0.0% 0.1% 6.0%
Metro Transportation Group, Inc. Page 1
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID: WB
WESTBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lana Buses 6 Tire Sinale Sinale Double Double Double Multi Multi Multi Cia sse Total
11108/06
00:15
00:30
00:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00
01:15
01:30
01:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00
02:15
02:30
02:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00
03:15
03:30
03:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00
04:15
04:30
04:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00
05:15
05:30
05:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00
06:15
06:30
06:45
0 0 0 0 0 0 0 0 0 0 0 0 0
07:00
07:15
07:30
07:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00
08:15
08:30
08:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00
09:15
09:30 .
09:45
0 0 0 0 0 0 0 0 0 0 0 0 0
10:00
10:15
10:30
10:45
0 0 0 0 0 0 0 0 0 0 0 0 0
11:00
11:15
11:30 2 108 23 1 6 2 0 4 3 0 1 0 .0 10 160
11:45 4 125 15 2 3 5 0 3 7 2 0 0 1 13 180
6 233 38 3 9 7 0 7 10 2 1 0 1 23 340
Total 6 233 38 3 9 7 0 7 10 2 1 0 1 23 340
Percent t.8% 68.5% 11.2% 0.9% 2.6% 2.1% 0.0% 2.1% 2.9% 0.6% 0.3% 0.0% 0.3% 6.8%
Metro Transportation Group, Inc. Page 2
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID:WB
WESTBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5AxI 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Sinale Sinale Double Double Double Multi Multi Multi Classe Total
12PM 2 141 20 2 2 2 0 3 3 1 0 0 0 8 184
12:15 5 116 17 2 5 1 5 '3' '0 1 0 j '18 175
12:30 6 143 23 0 2 0 7 6 0 0 0 0 11 201
12:45 .4 144 28 1 4 1 2 2 O. 0 1 0 14 206
17 544 88 5 13 2 17 14 1 1 1 1 51 766
13:00 1 139 33 2 4 0 1 0 1 1 0 7 192
13:15 4 129 23 2 1 5 0 0 1 0 7 174
13:30 4 113 26 3 3 3 0 0 0 0 II 172
13:45 2 117 28 2 4 3 0 1 0 0 8 170
11 498 110 9 12 11 1 2 1 0 3D 708
14:00 2 139 28 2 6 3 1 0 6 198
14:15 3 121 25 2 7. 0 0 14 184
14:30 3 125 31 1 4 5 2 3 1 0 0 0 16 191
14:45 ,4 137 23 2 3 2 0 6 3 0 0 0 0 .8 188
12 522 107 7 20 15 0 18 12 3 1 0 0 44 761
15:00 0 131 24 1 2 . 1 0 7 .4' 0 1 0 .0 "8. 179
15:15 4 159 33 2 7 2 6 1 1 0 0 1 21 247
15:30 4 177 27 .4 .3 0 7 3 0 0 0 1 9 241
15:45 4 182 25 2 7 6 0 2 0 0 1 0 0 15 244
12 649 109 9 25 17 2 22 8 1 2 0 2 53 911
16:00 5 189 25 2 3 0 3 0 0 0 24 268
16:15 1 16B 35 2 1 6 1 0 0 1 1 15 236
16:30 5 191 31 1 3 6 0 2 1 0 0 1 19 263
16:45 3 223 33 2 3 2 0 .2 0 1 0 .0 '0 14 . ;283
14 771 124 7 10 26 1 15 5 2 1 1 1 72 1050
17:00 3 .'220 33. 0 .6 3 0 '7 3 1 0 .0 ;'19' 297
17:15 5 231 36 6 3 0 6 3 1 0 0 0 18 311
17:30 6 232 32 B 4 0 3 1 '3 0 ,0 0 23 312
17:45 4 179 26 2 5 0 5 3 1 0 0 0 12 23B
1B B62 127 22 15 0 21 10 6 0 0 2 72 1158
18:00 7 17B 28 4 0 4 0 1 1B 254
18:15 3 161 23 4 ',3 1 0 17 ',; 217
lB:30 2 162 20 2 0 0 0 1 0 0 11 199
1B:45 1 131 23 1 3 1 0 2 .1 0 1 O. 4 170
13 632 94 10 11 7 0 9 3 1 2 1 50 840
19:00 2 116 24 4 2 2 0 0 0 '0 o. . 9 161
19:15 0 102 15 2 0 2 0 2 0 0 0 0 5 129
19:30 0 106 13 .0 0 .0' 0 4 '0 0 0 0 '.;7 130
19:45 1 86 12 1 1 1 0 0 0 0 0 0 4 106
3 410 64 7 3 5 0 7 0 0 0 0 25 526
20:00 1 B1 18 1 1 0 1 0 0 0 4 110
20:15 1 78 11 2 .'2 .0 0 0 0 9 105
20:30 1 89 11 0 0 0 0 2 1 0 0 0 6 112
2():45 0 70 8 1 0 0 0 0 0 0 0 0 2 53
3 318 4B 4 3 1 0 3 1 0 0 0 21 410
21:00 0 65 6 .;1 .1 '0' 0 .2 '0 0 0 '0'" .tf." 80
21:15 0 80 12 0 0 1 0 2 1 0 0 0 0 1 97
21:30 0 68 8 0 '0 1 '0. II "0 () ;0 0 or' 'j 78.
21:45 1 64 B 1 1 0 0 0 1 0 0 0 0 3 79
1 277 34 2 2 2 0 4 4 0 0 0 0 8 334
22:00 0 45 8 1 0 0 0 0 0 0 0 3 59
22:15 0 45 2 0 0 0 0 0 ;0 ".1 '.56
22:30 1 42 0 1 0 0 0 0 1 0 56
22:45 ,3 55 2. 1 0 1. '0 0 0 0 '0 :2 ,67
4 187 24 4 1 1 0 0 0 0 1 6 238
23:00 2 37 6 0 0 0 0 0 47
23:15 2 32 4 0 1 0 0 0 0 0 0 45
23:30 .0 22 6 0 0 0 0 1. .0' 0 0 0 D." .29
23:45 0 31 4 0 0 1 0 0 0 0 0 0 1 39
4 122 20 0 1 1 0 2 0 0 0 0 3 160
Total 112 5792 949 67 123 112 5 130 18 B 5 8 435 7B62
Percent 1.4% 73.7% 12.1% 0.9% 1.6% 1.4% 0.1% 1.7% 0.2% 0.1% 0.1% 0.1% 5.5%
Metro Transportation Group, Inc. Page 3
3100 W. Higgins Rd. Ste.100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID: WB
WESTBOUND Latitude: 0' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle <5AxI 5 Axle >6Axl <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lone Buses 6 Tire Sinale Double Double Double Multi Multi Multi Classe Total
11/09/06 0 17 4 0 0 0 0 3 0 0 0 0 0 24
00:15 0 26 3 1 0 0 ,;0 ,2 0 0 0 0 0 32
00:30 0 17 1 0 0 0 1 0 0 0 0 0 0 19
00:45 0 14 1 0 0 0 ,1 ",0 0 0 0 0 ,0 16
0 74 9 1 0 0 2 5 0 0 0 0 0 91
01:00 0 '9 2 0 0 0 ,'4' '0 :<0 0 0 0 ' 15
01:15 0 11 1 0 0 0 0 0 0 0 0 12
01:30 0 11:) 1 1 ' ,1 0., 0 0 0 0 '0', 13
01:45 0 8 1 0 0 1 0 0 0 0 0 10
0 38 5 1 1 5 0 0 0 0 0 50
02:00 1 8 0 0 0 0 0 0 9
02:15 0 ,,5 0 0 '0 0 '0 6
02:30 1 9 1 0 0 0 0 0 0 0 0 0 13
02:45 0 5 0 0 0 0 "'0 0 0 ,0 :0 "0 0 0 5
2 27 2 0 0 0 0 0 1 0 0 0 0 1 33
03:00 0 4 0 0 1 0,' '0 ' '1, 0 0, 0 :0' .0 0 6
03:15 0 12 1 0 0 1 0 0 0 0 0 0 0 0 14
03:30 0 ,8 .3 0 '0 0 0 0 2 0 0 :0 '0 . ,"0 13
03:45 0 5 0 0 1 0 0 0 0 0 0 0 0 0 6
0 29 4 0 2 1 0 1 2 0 0 0 0 0 39
04:00 0 11 2 0 0 0 0 1 0 0 14
04:15 0 16 3 '0 0 0 2 '0 ,0 .23
04:30 0 12 4 0 0 1 0 0 5 0 0 0 0 22
04:45 0 22 7 '0 1 '0 0 0 0 0 0 0 0 0 30
0 61 16 0 1 1 0 0 8 0 0 0 0 2 89
'05:00 0 25 8 0 1 '0 0 0" '3 0 0 0 0 1 38
05:15 0 40 10 1 0 0 0 0 0 0 0 0 1 52
05:30 2 59 19 0 4 ,0' ,,0'., ,2' ,0 0: ' 0 1 5 93
05:45 2 95 25 1 3 2 0 3 4 0 0 0 0 6 141
4 219 62 2 5 6 0 3 9 0 0 0 1 13 324
06:00 1 73 23 1 3 5 0 1 1 0 0 112
06:15 0 97 18 1 3 1 0 136
06:30 2 115 25 0 2 6 1 0 5 161
06:45 2 150 25 2 1 0 4 0 '0 12 205
5 435 91 4 9 1 14 2 0 28 614
07:00 5 127 26 3 5 0 5 0 '0 7 :182
07:15 2 135 29 2 4 0 6 0 10 190
07:30 3 141 27 3 3 0 ..4 ,0 11 204
07:45 0 180 24 2 2 6 0 2 1 10 231
10 583 106 10 14 15 0 17 1 38 807
08:00 2 159 24 4 2 4 1 2 9 213
08:15 7 166 24 2 3 2 0 5 10 223
08:30 0 146 27 3 3 3 0 7 6 199
08:45 1 1a7 :21 5 5 1 1 2 8' :212
10 638 96 14 13 10 2 16 33 847
09:00 '2 147 23 2 6 2 0 6 '10 206
09:15 3 114 16 5 2 3 0 3 10 161
09:30 .0 95 20 2 10 '4 0 ,5 8 "145
09:45 3 99 14 1 4 1 0 3 5 132
8 455 73 10 22 10 0 17 33 644
10:00 4 94 25 2 1 0 10 150
10:15 0 88 ,12 3" 3 0 128
10:30 4 106 22 1 6 3 1 166
10:45 1 96 15 ,3 4 1 0 134
9 384 74 9 16 8 1 578
11:00 2 109 16 2 '2 4 0, 152
11:15 4 96 24 4 11 6 1 0 166
11:30 2 120 22 2 ,7, 4 '0 6 '.1 . 7 175
11:45 3 114 28 2 4 2 0 5 1 13 175
11 439 90 10 24 16 1 18 2 39 668
Total 59 3382 628 61 107 81 5 85 10 217 4784
Percent 1.2% 70.7% 13.1% 1.3% 2.2% 1.7% 0,1% 1.8% 0,2% 4.5%
Metro Transportation Group, Inc. Page 4
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID: WB
WESTBOUND Latitude: O' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <SAxI 5 Axle >6Axl <6 Axl 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Sinale Sinale Double Double Double Multi Multi Multi Classe Total
12PM 1 144 18 1 2 5 0 3 5 0 0 0 0 17 196
12:15 0 150 24 .0 1 2 '1 6 6 0 1 0 1 7 199
12:30 2 116 21 1 6 2 0 2 5 0 0 0 0 3 158
12:45 3 116 28 2 3 ,'5 0 3 5 2 0 0 1 10 178
6 526 91 4 12 14 1 14 21 2 1 0 2 37 731
13:00 5 151 15 2 3 1 1 4 9 0 0 0 1 14 206
13:15 2 141 27 3 1 3 0 4 5 0 0 0 0 10 196
13:30 7 113 22 2 5 6 0 2 7 1 0 0 :0 i5 180
13:45 4 150 25 4 9 6 0 3 4 0 0 0 0 12 217
18 555 89 11 18 16 1 13 25 1 0 0 1 51 799
14:00 2 139 33 1 5 6 0 2 3 0 0 0 0 16 207
14:15 2 143 :30 3 9 3 0 4 7 0 0 0 0 11 212
14:30 4 135 31 2 6 0 0 12 3 2 0 0 0 6 201
14:45 6 159 37 6 6 2 1 4 3 1 0 0 1 13 239
14 576 131 12 26 11 1 22 16 3 0 0 1 46 859
15:00 '6 136 36 6 6 1 0 2 .2 0 0 0 0 15 210
15:15 9 154 31 0 13 6 0 7 4 1 0 0 0 16 241
15:30 2 166 29 2 3 4 .0 3 1 1 1 0 '1 13 226
15:45 3 167 23 3 5 2 0 5 4 1 0 1 0 11 225
20 623 119 11 27 13 0 17 11 3 1 1 1 55 902
16:00 5 207 37 5 5 5 0 3 3 1 1 0 1 11 284
16:15 3 226 30 .2 4 2 0 6 1 1 0 0 0 17 292
16:30 4 185 27 2 4 3 0 8 4 1 0 0 1 17 256
16:45 3 209 24 4 4 2 0 5 8 0 .0 0 0 19 278
15 827 118 13 17 12 0 22 16 3 1 0 2 64 1110
17:00 9 216 30 2 7 4 1 4 0 1 0 1 0 29 304
17:15 6 213 24 1 2 0 0 0 1 0 0 0 13 267
17:30 A 222 26 2 2 6 0 :.3 0 0 () 0 21 289
17:45 4 205 22 1 2 3 0 5 1 1 0 0 0 11 255
23 856 102 6 13 13 1 19 4 3 0 1 0 74 1115
18:00 1 199 32 0 1 6 0 5 1 1 0 0 0 14 260
18:15 2 182 24 2 '2 0 1 1 0 0 0 '0. 14 229
18:30 6 181 32 2 1 3 0 2 2 0 1 0 0 14 244
18:45 3 133 21 2 3 2 0 1 2 0 0 0 0 5 172
12 695 109 5 7 13 0 9 6 1 1 0 0 47 905
19:00 2 92 20 2 3 1 0 :2 2 0 0 0 0 4 128
19:15 2 111 17 0 1 1 0 4 0 0 0 0 0 5 141
19:30 1 76 10 1 0 0 0 6 1 0 0 0 0 6 101
19:45 0 80 16 2 0 2 0 1 0 0 0 0 1 5 107
5 359 63 5 4 4 0 13 3 0 0 0 1 20 477
20:00 0 93 13 2 3 1 0 0 1 0 0 0 0 4 117
20:15 0 70 5 1 0 0 0 0 1 0 0 :0 0 4 81
20:30 3 62 17 1 1 1 0 0 1 0 0 0 0 6 92
20:45 A 68 8 1 1 .1 0 0 0 0 0 0 '0 5 88
7 293 43 5 5 3 0 0 3 0 0 0 0 19 378
21:00 .0 87 8 1 0 0 0 0 0 .0 0 '0 0 2 98
21:15 1 64 6 1 0 0 0 2 3 0 0 0 0 2 79
21:30 0 74 7 .0 0 0 0 2 0 0 0 0 0 0 >83
21:45 0 67 8 0 3 0 0 0 1 0 1 0 0 2 82
1 292 29 2 3 0 0 4 4 0 1 0 0 6 342
22:00 0 64 4 3 3 2 0 1 1 0 0 0 0 2 80
22:15 0 41 8 1 2 2 0 '1 .3 0 .0 0 0 :2 60
22:30 0 52 6 0 1 0 0 2 1 0 0 0 0 1 63
22:45 2 53 6 1 '{J 1 0 1 1 0 {J 0 0 '4 69
2 210 24 5 6 5 0 5 6 0 0 0 0 9 272
23:00 .0 37 8 '0 0 2 0 2 0 0 0 0 0 2 51
23:15 0 34 10 0 0 0 0 0 0 0 0 0 0 0 44
23:30 0 34 5 1 0 :0 0 0 1 0 .0 0 0 1 42
23:45 0 29 2 0 1 1 0 0 1 0 0 0 0 1 35
0 134 25 1 1 3 0 2 2 0 0 0 0 4 172
Total 123 5946 943 80 139 107 4 140 117 16 5 2 8 432 8062
Percent 1.5% 73.8% 11.7% 1.0% 1.7% 1.3% 0.0% 1.7% 1.5% 0.2% 0.1% 0.0% 0.1% 5.4%
Metro Transportation Group, Inc. Page 5
3100 W. Higgins Rd. Ste. 100
Hoffman Estates, IL 60195 Site Code: 62 W 83
IL 62 WEST OF IL 83 Station ID: WB
WESTBOUND Latitude: O' 0.000 South
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6AxI <6AxI 6 Axle >6AxI Not
Time Bikes Trailers Lona Buses 6 Tire Sinale Sinole Double Double Double Multi Multi Multi Classe Total
11/10/06 0 23 4 0 0 2 0 0 0 0 0 0 0 1 30
00:15 0 18 6 0 0 0 0 0 1 .0 0 ,0 :0 .0 25
00:30 1 21 2 0 0 0 0 0 1 0 0 0 0 1 26
00:45 0 15 2 0 0 0 0 0 1 0 0 0 0 0 18
1 77 14 0 0 2 0 0 3 0 0 0 0 2 99
01:00 0 11 1 0 0 0 0 0 1 0 0 0 '0 0 13
01:15 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14
01:30 0 17 1 0 0 0 0 0 0 0 0 0 0 1 19
01:45 0 8 1 0 0 0 0 0 0 0 0 0 0 0 9
0 50 3 0 0 0 0 0 1 0 0 0 0 1 55
02:00 0 12 0 0 0 0 0 0 1 0 0 0 0 0 13
02:15 0 11 1 0 1 ,a 0 ..0 0 0 0 0 "0 0 13
02:30 0 7 2 0 0 0 0 0 1 0 0 0 0 0 10
02:45 0 8 0 0 1 0 0 0 1 0 0 0 0 0 10
0 38 3 0 2 0 0 0 3 0 0 0 0 0 46
03:00 .0 7 2 0 0 0 0 1 3 0 0 '0 0 0 13
03:15 0 5 0 0 0 1 0 0 2 0 0 0 0 1 9
03:30 0 7 1 0 0 0 0 0 0 0 0 0 0 0 8
03:45 0 3 2 0 1 0 0 1 0 2 0 0 0 0 9
0 22 5 0 1 1 0 2 5 2 0 0 0 1 39
04:00 0 7 2 0 0 0 0 0 1 0 0 0 0 0 10
04:15 0 10 1 0 0 0 0 0 3 0 0 0 0 0 14
04:30 0 17 7 0 0 1 0 0 0 0 0 0 0 0 25
04:45 0 21 8 0 0 1 0 0 2 0 0 0 0 .2 34
0 55 18 0 0 2 0 0 6 0 0 0 0 2 83
05:00 0 25 7 0 1 0 0 "'0 1 0 0 0 0 0 34
05:15 0 43 9 1 1 1 0 0 1 0 0 0 0 3 59
05:30 0 .61 20 0 3 3 0 ,1 0 0 0 0 0 1 89
05:45 1 90 18 2 3 2 0 0 2 0 0 0 0 7 125
1 219 54 3 8 6 0 1 4 0 0 0 0 11 307
06:00 1 89 19 2 3 1 1 2 0 0 0 0 4 123
06:15 1 109 21 1 2 1 0 0 0 0 0 0 .0 3 138
06:30 0 121 26 0 2 4 0 0 3 0 0 0 0 3 159
06:45 7 125 21 6 2 0 1 2 1 0 0 0 14 lBO
9 444 87 4 13 8 1 2 7 1 0 0 0 24 600
07:00 1 146 27 4 2 1 0 0 1 2 '0 0 0 7 191
07:15 2 98 14 2 4 3 0 2 2 0 0 0 0 4 131
07:30 4 154 28 2 .4 2 0 1 3 0 0 :0 0 7 205
07:45 2 176 25 3 5 4 0 2 4 1 0 0 0 14 236
9 574 94 11 15 10 0 5 10 3 0 0 0 32 763
08:00 3 162 26 1 0 4 0 2 2 1 0 0 1 10 212
08:15 .2 145 24 4 4 '1 1 2 1 1 1 0 2 -4 192
08:30 2 146 22 2 7 1 0 2 4 0 0 0 0 9 195
08:45 3 140 15 5 9 3 0 3 5 0 '0 ,0 0 12 195
10 593 87 12 20 9 1 9 12 2 1 0 3 35 794
09:00 4 127 24 4 4 5 0 ,6 8 0 0 0 ,,0 14 196
09:15 2 93 24 3 7 4 0 3 0 0 0 0 0 10 146
09:30 2 95 26 2 4 2 0 0 2 0 0 0 0 6 139
09:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00
10:15
10:30
10:45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11 :00
11 :15
11 :30
11 :45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 38 2387 439 39 74 49 2 28 61 8 1 0 3 138 3267
Percent 1.2% 73.1% 13.4% 1.2% 2.3% 1.5% 0.1% 0.9% 1.9% 0.2% 0.0% 0.0% 0.1% 4.2%
Grand 338 17740 2997 250 452 356 16 390 428 54 16 8 25 1245 24315
Total
Percent 1.4% 73.0% 12.3% 1.0% 1.9% 1.5% 0.1% 1.6% 1.8% 0.2% 0.1% 0.0% 0.1% 5.1%
Trip Generation Survey from Watkins Motor Terminal TIA
AM (Midnight-Noon)
6/21/95 i 612.2195 6/23/95 i 6/24/1995
Single Trucks Tandem Single Trucks Tandem Single Trucks Tandem Single Trucks Tandem
IN lOUT IN 'OUT IN OUT IN OUT IN OUT IN OUT IN OUT IN ,OUT
TIME (AM) r I I
!
0:00-0:15 1 , i 1 1 1 1 1 I 1
0:15-0:30 11 1 1 I I 1 2 1
I
0:30-0:45 I 3 1 2 I 1 2
0:45-1 :00 1 I 2 1 1 2
1:00-1:15 I 1 1 1 4 I
1 :15-1 :30 I 1 1 ,
1 :30-1 :45 1 I 1 I
1 :45-2:00 I I 2 1 1 2 1 2 1
2:00-2:15 I i 1 2 1 1 I
2:15-2:30 1 1 1 1 1 1 1
2:30-2:45 i , ! 1 1 1 1 2 1 1 I
2:45-3:00 1 I 2 1 3
3:00-3:15 1 ! 1 1 1 1 2\ 1
3:15-3:30 1 i 1 11 1 2 1
3:30-3:45 I 1 1 ! 1 1 I
3:45-4:00 I , ! 1 11 I
I
4:00-4:15 I 2\ 1 11 1 I
4:15-4:30 1 I 1 1 2 1 1 1[
I
4:30-4:45 I 1 1 1 1
4:45-5:00 1 I 2 3 11 1 , 1
5:00-5: 15 I 1 11 21
5:15-5:30 2 I 2 1 1 ! 1
,
5:30-5:45 ! 1 ! 1 1 1 ! , 11
5:45-6:00 I 1 1 1 1 I 2 I
6:00-6:15 i I i 1 1 I I I
6:15-6:30 I 1 : 1 1 5 I ,
" J
6:30-6:45 I 1 i
6:45-7:00 I i I
7:00-7:15 I I 2 I 3 1 I
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8:30-8:45 2 I 1 3 1 -I '1
8:45-9:00 1 3 I 2 1 I 2
9:00-9: 15 2 I 1 2 1 2 1 1
9:15-9:30 2 'I 2 2 2
9:30-9:45 1 1 11 1 'I 1
9:45-10:00 3 2\ I 2
1 0:OQ-10:!5 I 3 1 I
10:15-10:30 1 I 11 1 I
10:30-10:45 1 I I 1 2 !
10:45-11 :00 I I ; 2 I
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11:00-11:15 I 11 1 I 1 1
11 :15-11 :30 1 I 11 I 1 1
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11:45-12:00 1 I 1 i 'I 1 I
1 ! j ; I I I I I I I I!
[~::?iD9Jir;to~.. .. - - .-.
8'15-8'30
PM (Noon-Midnight)
TIME (PM)
12:0D-12:15
12:15-12:30
12:30-12:45
12:45- 1 :00
1:00-1:15
1:15.1:30
1 :30-1 :45 1 1
1 :45-2:00 I l' 'I
2:00.2:15 2 1
2:15-2:30 1 i 1 I
2:30-2:45 'I I 2 I I
2:45-3:00 1 1 1 2 2 1 I 1i I 1
3:00-3:15 I 1 2 2 3 'I
3:15.3:30 1 2 'I 2 'I
3:30-3:45 1 2 1 2/ 2 'I
3:45-4:00 61 1 1 1 11 3 I I
4:00-4:15 21 I :2 21 3 I 2 I
4:15-4:30 21 2 T 'II 3 11 3 I 1 !
4:30-4:45 2j 'I' j , I 2 3J 5 I I
6:00-615 3 I 1 ,T 'I I
6: 15-6:30 2 I 31' 'I 71
6:30-6:45 1 1 21 l' 1 21
6:45-7:00 2 1 3
7:00-7:15 I I 3 1 11 'I
7:15-7:30 1/ 1 1 2:2 1 11 1
7:30-7:45 , 1 2 1 1 31
7:45--8:00 2 I j
8:00-8:15 1/ 1 '1 2 1 i 1
8:15-8:30 1 1 I 1 I 11 'I
8:30-8:45 1 I 1 11 1 1
8:45-9:00 1 1 2 '1 1 I
9:00-9:15 1 I 'I 1 i I
9:15-9:30 1! 1 I 'I
9:30-9:45 I I 2 I
9:45-10:00:2 'I 1 I
10:00-10:!5 'I [ I
10:15-10:30 1 1 1 1 I
1~30-'~45 21 1 I
10:45-11 :00 1 1 I I
11:00-11:15 1 I 1/
11:15-11 :30 1: 1 ! 21
11:30-11:45 21 1 i 'I
11:45-12:00 21 1 I i I I I J
I I I I i I I i I
6/21/95 I
Single Trucks Tandem
IN OUT IN JOUT
I I
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1/ 1
1 I
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1 I
6/22/956/23/95/ I 6/24/95
Single Trucks Tandem Single Trucks Tandem Single Trucks Tandem
IN OUT IN -TOUT IN lOUT IN OUT IN . lOUT IN OUT
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ORDER NO.: 2005-'351
ALE: 23-41-11
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PROJECT NO.: 06001265
DATE: JANUARY 18, 2007
CAD FILE:
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ATWELL-HICKS
Engineering · Surveying . Planning
Environmental · Water jWastewater
1245 E. DIEHL RD., SUITE 100, NAPERVILLE. IL 60563
www.atwell-hicks.com
866 850 4200 MICHIGAN ILLINOIS OHIO FLORIDA
06001265PR007 - SITE PLAN
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Project: 6001265
Date: 12/12/2006
Revised: 1/18/2007
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Total Impervious Area
Lot Number Parking Lot (sf) Sidewalk (sf) Building (sf) (sf) Total Lot Area (sf) Lot Coverage (%)
1 39,730 0 22,912 62,642 113,279 55.30
2 0 0 0 0 246,265 0.00
3 0 0 0 0 104,462 0.00
4 0 0 0 0 87,165 0.00
5 0 0 0 0 101,752 0.00
6 0 397 0 397 93,703 0.42
7 0 503 0 503 139,794 0.36
8 0 0 0 0 150,255 0.00
9 0 0 0 0 89,786 0.00
10 0 0 0 0 154,981 0.00
11 0 0 0 0 127,692 0.00
12 3,778 0 0 3,778 49,508 7.63
13 0 0 0 0 22,127 0.00
14 56,246 0 13,059 69,305 171,255 40.47
15 232,802 0 21,476 254,278 346,371 73.41
16 6,423 0 0 6,423 92,135 6.97
Totals 338,979 900 57,447 397,326 2,090,530 0.19
Proposed Conditions
Consolidated New
Old Lot Number I Lot Number
1
2
3
4
5
6
7
8
9
Lot Use
Office
Total Impervious Area
(sf)
62,642
Total Lot Area (sf)
113,279
Lot Coverage (%)
55.30
Re-allocation Calculations
Allowed 75% Lot Excess Lot
Coverage (sf) Coverage (sf)
ok 0
Adjusted Lot
Coverage (%)
55.30
Comments
11 vacant 0 127,692 0.00 OK 0 75.00
12 Pond 3,778 49,508 7.63 ok 0 7.63
13 Pond 0 22,127 0.00 ok 0 0.00
14 Bank/Pond 69,305 171,255 40.4 7 ok 0 40.4 7
15 Office/Pond 254,278 346,341 73.42 ok 0 73.42
16 vacant/Pond 6,423 92,135 6.97 ok 0 6.97 lat final build-out
Totals 997,381 2,094,080 47.63 47.63
Note: Areas taken from topographic survey dated 11-20-06 and AL T A survey dated January 2006 prepared by Edward J. Molloy Surveyors
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02/28/07
ORDINANCE NO.
AN ORDINANCE AMENDING ORDINANCE NO. 3831
GRANTING A SPECIAL USE FOR LAKE CENTER PLAZA
LOCATED AT 1630-1791 WALL STREET, 500 ALGONQUIN ROAD,
300-301 LA SALLE STREET. 1698-1700 SOUTH ELMHURST ROAD
WHEREAS, on the 151 of September 1987, the President and Board of Trustees approved Ordinance No.
3831, which granted The Alter Group, ("Petitioner") a Special Use for a Planned Unit Development at Lake
Center Plaza ("Property") in accordance with Section 14.2001.C.7 of the Village Code and subject to the
following conditions:
A. Buildings in the 1-1 District to be a maximum of forty feet (40') in height or two
Stories, whichever is the lesser; and
B. Buildings in the O-R District and the 1-1 District with lots having frontage on
Elmhurst or Algonquin Road shall be a maximum of eighty feet (80') in height
or six stories, whichever is lesser.
C. Building setbacks from Elmhurst and Algonquin Roads shall be not less than thirty
feet (30') plus two feet five inches (2' 5") for every one foot (1') of building height
above feet (30').
D. Building setbacks from interior Roads shall be not less than the height of the
building or thirty feet (30') whichever is greater.
and
WHEREAS, the Subject Property is legally described as follows:
Legal Description attached as Exhibit A.
Property Index Numbers: 08-23-203-017/022/026/027/028/029/030/031
08-23-203-032/033/034/035/036/037/038
and
WHEREAS, on February 22, 2007, the Petitioner requested the following zoning relief amendment of
Ordinance 3831 to exclude the building setback requirement and allow 81.01 % lot coverage for the
proposed lot two (2), subject to the entire Lake Center Plaza development not exceeding 75% lot coverage;
and
WHEREAS, a Public Hearing was held on Petitioner's request, being the subject of PZ-02-07 before the
Planning and Zoning Commission of the Village of Mount Prospect on the 22nd day of February, 2007
pursuant to proper legal notice having been published in the Mount Prospect Journal & Topics on the 10lh
day of January 2007; and
1
c
PZ-02-07
lake Center Plaza
Page 2 of 3
WHEREAS, the Planning and Zoning Commission has submitted its findings and recommendation for
approval to the President and Board of Trustees for the request being the subject of PZ-02-07; and
WHEREAS, the President and Board of Trustees of the Village of Mount Prospect have given consideration
to Petitioner's requests and have determined that the same meet the standards for a Conditional Use as
required by the Village of Mount Prospect Village Code, and that it is in the best interests of the Village to
amend Ordinance No. 3831 and grant the proposed amendment to the original Special Use.
NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT OF THE BOARD OF TRUSTEES IN THE
VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS, ACTING IN THE EXERCISE OF THEIR
HOME RULE POWERS:
SECTION ONE: The recitals set forth are incorporated as findings of fact by the President and Board of
Trustees of the Village of Mount Prospect.
SECTION TWO: The President and Board of Trustees of the Village of Mount Prospect hereby grant the
following relief:
1) Ordinance 3831 is hereby amended as follows:
SECTION THREE, item D. is deleted in its entirety and replaced as follows:
SECTION THREE:
D. Lot coverage of 81.01% for proposed lot 2, subject to the entire Lake Center Plaza
development not exceeding 75% lot coverage.
SECTION THREE: Prior to the issuance of a building permit relative to the amended Ordinance 3831, the
following conditions and/or written documentation shall be filed:
1. The Petitioner shall develop the site in general conformance with the following plans:
a. The site plan and elevations prepared by Harris Architects, revision date
January 24, 2007.
b. The landscape plan prepared by Signature Design Group revision date
January 24,2007 but revised to comply with Section 14.2104.E.
2. The petitioner shall revise the photometric plan to comply with Sections 14.314 and
14.2219.
3. The petitioner shall prepare a Plat of Vacation (bulb of cul-de-sac) and a Plat of
Resubdivision that consolidates the Subject Properties and creates a 2-lot subdivision.
4. Prior to applying for building permits, the Petitioner shall provide final elevations for
administrative review and approval.
2
PZ-02-07
Lake Center Plaza
Page 3 of 3
5. The Petitioner shall develop the site in accordance with all applicable Village Codes and
requirements, including but not limited to: Fire Prevention Code regulations, lighting
regulations, Sign Code regulations, Building Code and Development Code regulations,
which may require minor modifications to the site to comply with all development
requirements and traffic concerns detailed in the Village Code and in the Engineering
Division's review comments before approval of the site engineering plans can be given.
SECTION FOUR: The Village Clerk is hereby authorized and directed to record a certified copy of this
Ordinance with the Recorder of Deeds of Cook County.
SECTION FIVE: This Ordinance shall be in full force and effect from and after its passage, approval and
publication in pamphlet form in the manner provided by law.
AYES:
NAYS:
PASSED and APPROVED this day of 2007.
I rvana K. Wilks
Mayor
ATTEST:
M. Lisa Angell
Village Clerk
H:\CLKO\files\WIN\ORDINANC\Amend ord 3831 march2007.doc
3
EXHIBIT IIAII
LEGAL DESCRIPTION
PARCEL 1:
LOTS 3 TO 7, INCLUSIVE, IN LAKE CENTER PLAZA, A RESUBDIVISION OF PART OF LOT 4 IN
LINNEMAN'S DIVISION OF THE SOUTH 3/4 OF THE EAST 1/2 OF THE NORTHEAST 1/4 AND
THE WEST 1/2 OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 41 NORTH, RANGE 11,
EAST OF THE THIRD PRINCIPAL MERIDIAN, AND THE SOUTH 477.78 FEET OF THE WEST 1/2
OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE
THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF SAID LAKE CENTER PLAZA
RECORDED JULY 1,1988, AS DOCUMENT 88291118, IN COOK COUNTY, ILLINOIS.
PARCEL 2:
LOT 2 IN LAKE CENTER PLAZA RESUBDIVISION NO.2, A RESUBDIVISION Of LOTS 1 AND 2 IN
LAKE CENTER PLAZA, A RESUBDIVISION OF PART OF LOT 4 IN LINNEMAN'S DIVISION OF THE
SOUTH 3/4 OF THE EAST 1/2 OF THE NORTHEAST 1/4 AND THE WEST 1/2 OF THE
NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD
PRINCIPAL MERIDIAN, AND THE SOUTH 477.78 FEET OF THE WEST 1/2 OF THE SOUTHEAST
1/4 OF SECTION 14, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL
MERIDIAN, ACCORDING TO THE PLAT OF SAID LAKE CENTER PLAZA RESUBDIVISION NO.2
RECORDED JULY 1,1991 AS DOCUMENT 91321871, IN COOK COUNTY, ILLINOIS.
Momt Proisped F iilt Dep4i1lmemt
Interoffi~e Memo
DATE:
FEBUARY 22, 2007
TO:
MICHAEL E. JANONIS, VILLAGE MANAGER
FROM:
MICHAEL J. FIGOLAH, FIRE CHIEF
SUBJECT:
FOREIGN FIRE INSURANCE TAX BOARD
In September 2005 the Village Board passed a new ordinance that established a
Foreign Fire Insurance Tax Board. Article XVI was inserted in Chapter 5 of the
Village Code of Mount Prospect. See attached. This local ordinance was based
upon 65 ILCS 5/11-10 Foreign Fire Insurance Company Fees.
A local Foreign Fire Insurance Tax Board (FFITB) was established according to
local and state code and developed rules as required. The FFITB feels that the
language in the local ordinance under Section 16.106.8. USE OF FUNDS was
over-reaching and asked that the Village Board consider a revision. The current
ordinance section in question states:
B. No funds shall be used for the personal benefit of any person: for any person,
use, or function not directly related to the village fire department; for food or
beverages; or for any recreational or entertainment activity; and
The FFITB requests the Village Board modify the above section to read:
B. No funds shall be used for the personal benefit of any persons, use or function
not directly related to the village fire department. No funds shall be used for
parties, alcoholic beverages or any activities deemed inappropriate by the Foreign
Fire Tax Board or that violate fire department or village policies.
Prior to this memorandum I met with Attorney Wagner and the Finance Director to
review the proposed language and they feel the proposed change is acceptable.
Therefore, I recommend a modification to the current FFITB ordinance as
proposed.
MF
C:\Documents and Settings\djarosz\Local Settings\Temporary Internet Files\OLKA\MF-FFITB Ordinance Change-MEJ.doc
Mount Prospect
INTEROFFICE MEMORANDUM
Village of Mount Prospect
Mount Prospect, Illinois
TO: MICHAEL E. JANONIS, VILLAGE MANAGER
FROM: MICHAEL J. FIGOLAH, FIRE CHIEF
DATE: SEPTEMBER 2, 2005
SUBJECT: ORDINANCE AMENDING CHAPTERS 5 AND 11 OF THE VILLAGE CODE
OF MOUNT PROSPECT- FOREIGN FIRE INSURANCE TAX BOARD
The purpose of the attached Ordinance is to establish a Foreign Fire Insurance Tax Board to
receive and expend foreign fire tax funds. Every corporation, company, and association which is not
incorporated under the laws of this State and which is engaged in effecting fire insurance in the
Village of Mount Prospect pays a tax at a rate set by local ordinance of the gross receipts received
from fire insurance. Currently the tax rate is 2%. The money collected is to be used solely for the
maintenance, use, and benefit of the Fire Department.
The Vi lIage has been the beneficiary of these funds for many years, which amounts to approximately
$37,000 annually. Previously, the firefighters turned over these funds to the Village. The recently
negotiated firefighter contract requires the execution of a Foreign Fire Tax Insurance Board
according to 65 ILCS 5/11-10.
The Ordinance creates a Foreign Fire Insurance Tax Board that consists oHive (5) Board members
(1 battalion chief or above, 1 lieutenant, 2 firefighters, and 1 Department non-sworn member) with
the Finance Director serving as the Village's liaison. The Foreign Fire Insurance Tax Board will
ensure that foreign fire tax funds will be used solely for the maintenance, use, and benefit of the Fire
Department by:
II Making all necessary rules and regulations with respect to the FFITB and/or management of
funds appropriated to the Board.
II Developing and maintaining a listing of those items that it determines are appropriate
expenditures.
. Ensuring all expenditures by the FFITB are in accordance with the Village's policies regarding
the expenditure of municipal funds.
II Ensuring the funds of the FFITB are reviewed annually as part of the Village audit.
II Creating a treasurer position that shall give sufficient bond to the Village.
. Providing a treasurer that shall receive funds appropriated by the Village, and shall payout such
funds and/or otherwise make expenditures upon the order of the Board in accordance with
current Village purchasing policies.
Therefore, it is recommended that the Ordinance amending Chapters 5 and 11 of the Village Code,
thereby creating the Foreign Fire Insurance Tax Board, be passed.
MF
Attachment
ORDINANCE NO
AN ORDINANCE AMENDING
CHAPTER 5 AND CHAPTER 11
OF THE VILLAGE CODE OF MOUNT PROSPECT
BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES
OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS:
SECTION 1: A new Article XVI, entitled "Foreign Fire Insurance Tax Board,"
shall be inserted into Chapter 5 of the Mount Prospect Village Code, to be and read as
follows:
Article XVI. FOREIGN FIRE INSURANCE TAX BOARD
Section 16.101. CREATION AND PURPOSE. There is hereby established a
Foreign Fire Insurance Tax Board of the Village of Mount Prospect to receive
and expend foreign fire insurance tax funds for the maintenance, use and
benefit of the village fire department, in accordance with the Illinois Compiled
Statutes I.
Section 16.102. DEFINITION. "Members of the department" for purpose of
this Article shall include all members of the fire department, including sworn
and non-sworn members, but excluding probationary members.
Section 16.103. ORGANIZATION.
A. The Foreign Fire Insurance Tax Board shall consist of five (5) board
members, as follows:
1. One (1) board member shall serve from the sworn rank of battalion
chief and above,
2. One (1) board member shall serve from the sworn rank of lieutenant,
3. Two (2) board members shall serve from the sworn rank of firefighter.
4. One (1) board member shall serve from the department's non-sworn
personnel.
B. The board members within each of the categories in subsection A shall be
nominated and elected by the members of the department within the
respective categories.
165 ILCS 5/11-10-2.
iManage 140697 2
C. The village finance director, or designee, shaH serve as the village's
liaison to the Foreign Fire Insurance Tax Board.
D. At the first meeting of the Foreign Fire Insurance Tax Board and annually
thereafter, the board members shall select a chairman, vice-chairman,
,secretary and treasurer.
E. Term of Office:
1. Commencing with, and only for the first election, the terms of office
shall be staggered so that the board members, serving from the rank of
Battalion Chief and above, the rank of lieutenant and the department's
non-sworn personnel, shall serve one (1) year terms, and board
members serving from the rank of firefighter shall serve two (2) year
terms. Upon subsequent elections, board members shall serve a two (2)
year term.
2. In the event no successor board member assumes office prior to the
expiration of the two (2) year term, then the board member shall serve
until a successor board member assumes office. The initial terms of
office of the board members shall begin thirty (30) days after
completion of the election. Each board member shall hold office
during his/her term unless the member resigns from the department,
retires from the department, or is discharged from the department. If
any of these three (3) events occur, the board member shall
automatically be removed from the board and the position shan be
deemed vacant.
3. Vacancies in the foreign fire insurance board shall be filled by election
of the members of the department from those members within the
vacant category, and such election shall be for the balance of the
unexpired term. Any person elected to fill a board position vacancy
shall assume office immediately upon completion of the election.
F. Election procedures:
1. Temporary Election Procedure: There is hereby established a
temporary election committee, which shall consist of five (5) members
of the department. The chief of the fire department shall serve as a
member and as chairman of the committee. The chief shall appoint a
member of the department to represent each of the categories of
members set forth in subsection A. The temporary committee shall be
responsible for organizing, conducting and supervising the initial
election of department members to serve on the board.
2. Permanent Election Procedure: The Foreign Fire Insurance Tax Board
shall develop a procedure for the nomination of members of the
iManage 1406972
2
department to the various categories set forth in subsection A above.
All rules and regulations with respect to the election process shall be
posted throughout the department a minimum of thirty (30) days prior
the election.
G. Duties of Officers:
1. The chairman shall preside over meetings of the Foreign Fire
Insurance Tax Board. He/she shall be the executive head of the board
and an ex-officio member of all sub-committees. He/she shall appoint
such committees as may be provided for in this Article and any special
committees as may be from time to time established by the board to
carry our specific tasks. The chairman shall have general supervision
of the activities of committees created in accordance with this Article.
2. The vice chairman shall assist the chairman in any such manner as the
chairman may determine. In the absence of the chairman, he/she shall
preside at the meetings of the board. If the office of the chairman
becomes vacated, the vice-chairman shall be acting chairman until the
office of chairman is filled in accordance with this Section.
3. The secretary shall be custodian of all documents, records, books and
papers belonging to the board. He/she shall keep an accurate record of
the meetings of the board and of the various committees of which he
shall be the secretary. He/she shall conduct correspondence of the
board promptly.
4. The treasurer shall be charged with the responsibility of monitoring the
expenditures of all monies. He/she shall work closely with the
village's finance director with regards to the fund balances and
financial transactions affecting the fund. He/she shall maintain a
current ledger showing the starting fund balance and subsequent debits
for items purchased. He/she shall present a financial statement at all
regular business meetings.
H. The officers of the Foreign Fire Insurance Tax Board shall serve without
compensation.
Sec. 16.104. POWERS AND DUTIES.
A. The Foreign Fire Insurance Tax Board shall make all necessary rules and
regulations with respect to the Foreign Fire Insurance Tax Board and/or
the management of funds appropriated to the board.
B. The Foreign Fire Insurance Tax Board shall develop and maintain a listing
of those items that it determines are appropriate expenditures for the
iManage 1406972
3
maintenance, use, and benefit of the fire department. The funds received
by the village pursuant to this Article shall be appropriated to the Foreign
Fire Insurance Tax Board annually by the village board and set apart as
separate fund.
C. All expenditures by the Foreign Fire Insurance Tax Board shaH be in
accordance with the village's ordinances, rules, procedures and policies
concerning the expenditure of municipal funds.
D. The funds of the Foreign Fire Insurance Tax Board shall be annually
reviewed as part of the village audit. The audit shall verify that purchases
by the board are for the maintenance, use and benefit of the fire
department, as described in subsection 16.106 below.
E. The treasurer of the Foreign Fire Insurance Tax Board shall give a
sufficient bond to the village in the amount set forth in Appendix A. The
bond shall be conditioned upon the faithful performance by the treasurer
of his duties under statute, the provision of this Article, and the rules and
regulations adopted by the Foreign Fire Insurance Tax Board.
F. The treasurer of the Foreign Fire Insurance Tax Board shall receive funds
appropriated by the village, and shall payout such funds and/or otherwise
make expenditures upon the order of the board, in accordance with current
village purchasing policies. Any expenditure made by the treasurer,
pursuant to the order of the board, shall be solely for the maintenance, use
and benefit of the fire department, as described in subsection 16.106
herein below.
Sec. 16.105. QUORUM, SPECIAL MEETINGS. The Foreign Fire
Insurance Tax Board shall, in accordance with the Open Meetings Act,
establish a regular time and place for its meetings, and publish notices of those
meetings. The board shall be subject to the provisions of the Illinois Open
Meeting Act. Three (3) board members shall constitute a quorum for the
transaction of business. The chairman may call a special meeting at any time.
A special meeting may also be called upon the written notice of three (3)
board members. Such notice shall be in writing, duly signed by the board
members, describing, in brief, the nature or object of the special meeting. Any
person shall be entitled to appear and be heard on any matter before the board.
Minutes of an board meetings shall be filed with the village clerk.
Sec. 16.106. USE OF FUNDS.
A. Funds received by the Foreign Fire Insurance Tax Board may be used
solely for the maintenance, use and benefit of the fire department;
iManage 1406972
4
B. No funds shall be used for the personal benefit of any person; for any
person, use, or function not directly related to the village fire department;
for food or beverages; or for any recreational or entertainment activity;
and
C. The costs for the treasurer's bond and those associated with the annual
audit of the foreign fire insurance funds, which is conducted as part of the
village audit, shall be paid by the board from the funds of the board.
Sec. 16.107. FOREIGN FIRE INSURANCE TAX IMPOSED. Every
corporation, company, and association which is not incorporated under the
laws of this state and which is engaged in effecting fire insurance in the
Village of Mount Prospect, shall pay to the Director of Finance for the
maintenance, use, and benefit of the fire department thereof, a tax in the
amount of 2% of the gross receipts received from fire insurance upon property
situated within the Village. All payments under the provisions of this chapter
shall be made on or before the fifteenth day of July following the termination
of the year for which such payments are due.
Sec. 16.108. ACCOUNT. Every person acting as representative for or on
behalf of any such company or association shall, on or before the fifteenth day
of July of each year, render to the Director of Finance a full, true and just
account, verified by his oath of all premiums which have been received by
him on behalf of the company during the year ending the preceding July first
on such fire insurance policies on property located within the Village. Such
agent shall at the time of rendering such report, pay to the Director of Finance
the sum of money for which the company, corporation, or association
represented by him is chargeable, by virtue of the provisions of this
Ordinance.
Sec. 16.109. FAILURE TO ACCOUNT OR PAY TAX. If the account is
not rendered on or before the fifteenth day of July of each year, or if the sum
due remains unpaid after that day, it shall be unlawful for any corporation,
company, or association, so in default, to transact any business in the
municipality or fire protection district until the sum due has been fully paid.
This provision shall not relieve any corporation, company, or association from
the payment of any loss upon any risk that may be taken in violation of this
requirement.
Sec. 16.110. MARINE INSURANCE. The provisions of this ordinance shall
not be applicable to receipts from contracts of marine insurance, even though
they include insurance against fire, where the premium for the fire insurance
is not separately specified.
iManage 1406972
5
SECTION 2:
That Article XV of Chapter 11 of the Village Code of the
Village of Mount Prospect, entitled "Foreign Fire Insurance Agencies," shall be
deleted in its entirety.
SECTION 3: This Ordinance shall be in fun force and effect from and after its
passage, approval and publication in pamphlet form in the manner provided by law.
AYES:
NAYS:
ABSENT:
PASSED and APPROVED this _ day of
,2005.
Irvana K. Wilks, Village President
ATTEST:
Lisa Angell, Village Clerk
iManage 1406972
6
ORDINANCE NO.
AN ORDINANCE AMENDING CHAPTER 5 ENTITLED
"BOARDS AND COMMISSIONS"
OF THE VILLAGE CODE OF MOUNT PROSPECT
BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF
MOUNT PROSPECT, COOK COUNTY, ILLINOIS ACTING IN THE EXERCISE OF THEIR HOME
RULE POWERS:
SECTION ONE: Section 1606.6, "Use of Funds" of Chapter 5, Article XVI, entitled "Foreign Fire
Insurance Tax Board" of the Village Code of Mount Prospect shall be amended by deleting item B.
in its entirety and inserting a new B. which shall be and read as follows:
Section 1606.6
B. No funds shall be used for the personal benefit of any persons, use or function
not directly related to the Village Fire Department. No funds shall be used for
parties, alcoholic beverages or any activities deemed inappropriate by the
Foreign Fire Tax Board or violate Fire Department or Village policies.
SECTION TWO: That this Ordinance shall be in full force and effect from and after its passage,
approval and publication in pamphlet form in the manner provided by law.
AYES:
NAYS:
PASSED and APPROVED this day of March, 2007.
Irvana K. Wilks
Mayor
ATTEST:
M. Lisa Angell
Village Clerk
H:\CLKOIfilesIWINIORDINANClAmend Ch 5, foreign fire insurance lax boardmarch2007.doc
\"~)
~
Village of Mount Prospect
Mount Prospect, Illinois
INTEROFFICE MEMORANDUM
CHF 07-40
TO:
MICHAEL JANONIS, VILLAGE MANAGER
FROM:
,v
RICHARD EDDINGTON, CHIEF OF POLICE R~
DATE:
MARCH 2, 2007
SUBJECT:
CRIME FREE HOUSING
Ah ordinance amending Chapters 21 and 23, and Appendix A - Division II of the Village
Code is attached. These changes reflect the- decisions made during the budget process
regarding Crime Free Housing. I strongly encourage a swift passage of this ordinance
so that the preparation for Crime Free Housing can continue.
Thank you for your attention to this matter.
RE:dr
Attachment
E
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CHF 06-153
CONTROL NUMBER
TO:
Michael Janonis, Village Manager
FROM:
Richard Eddington, Police Chief
SUBJECT:
Crime Free Multi-Housing Program
DALE:
August 3, 2006
POLICE DEPARTMENT REQUEST
Unless properly managed, rental residences can he magnets for crime and disorder. Criminals are
attracted to the anonymity and privacy rental properties often afford. The absence of daily on-site
property management is a convenience for criminal enterprises. Landlords soon find problems
associated with serious criminal activity beyond their ability to control. The results of increased
crime and calls for service to the police department consume an inordinate amount of village
resources.
The problem cannot be solved by law enforcement intervention alone because of landlord-tenant
and privacy laws. Solving the problem requires a community-based solution. The Police
Department requests that the'Village of Mount Prospect amend and/or enact an ordinance which
would define a rental property nuisance and require owners of rental properties to participate in
the Mount Prospect Crime Free Multi-Housing Program, a nationally sponsored crime
prevention program designed to reduce crime, drugs, and gangs on rental properties.
INTERNATIONAL CRIME FREE ASSOCIATION
The International Crime Free Association, formed in 1992, sponsors a variety of innovative
programs based on law enforcement crime prevention methods designed to help keep illegal
activity out of rental property. There are currently nine Crime Free Programs being offered
which include programs for hotels, mobile homes and storage units. Information on all of the
programs is available at the Association's web site at www.crime-free-association.org.This
particular request relates to the Association's Crime Free Multi-Housing Program which targets
residential rental units.
Three Phases of Certification
All of the Crime Free Programs eonsist of three-phases that are completed under the supervision
of local law enforcement. The cornerstone of the Crime Free Programs is the partnership'
between law enforcement and the community working together to prevent crime. Law
enforcement coordinators are certified trainers of the Crime Free programs and provide the initial
program training and property survey . Property owners and managers make the commitment to
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
eMF 06-153
CONTROL NUMBER
learn and apply the Crime Free Programs to help keep illegal activity off their rental property.
This combination of resources has proven to be successful in fighting crime and increasing the
quality of life.
Property managers can become individually certified after completing training in .each phase
while the physical property itself can only be certified upon completion of all three phases. The
anticipated benefits of a fully certified property are reduced crime, a more stable resident base,
and reduced exposure to civil liability.
What the Association Offers
The goal of the association is to assist any person or organization involved with rental property
management by expanding their knowledge of the Crime Free Programs through training,
infonnation sharing, and assistance. This Association is also dedicated to helping those who do
not have a local or state Crime Fr.ee Association, but are interested in starting one. This
Association may also be able to help you with grant writing information.
Each year the International Crime Free Association sponsors a comprehensive training
conference somewhere in North America. Albuquerque, New Mexico will host the 2006
conference on August 7-9.
Crime Free Multi-Housin2: Pro2:ram
The Crime Free Multi-Housing Program is a state-of-the-art, crime prevention program designed
to reduce crime, drugs, and gangs on apartment properties. This program was successfully
developed at the Mesa Arizona Police Department in 1992. The International Crime Free Multi-
Housing Program has spread to nearly 2,000 cities in 44 U.S. states, 5 Canadian Provinces,
Mexico, England, Finland, Japan, Russia, Malaysia, Nigeria, Afghanistan, and Puerto Rico.
Australia has expressed interest in adopting the program.
Crime Free Multi-Housing Program Benefits:
III A stable, more satisfied tenant base.
G Increased demand for rental units with a reputation for active management.
G Reduced police calls for service.
s Lower maintenance and repair costs.
.. Increased property values.
.. Improved personal safety for tenants, landlords, and managers.
A variety of success statements and testimonials are attached (Attachment A),
Costs of Drug Activity in Rental Property
When drug criminals and other destructive tenants operate out of rental property, neighborhoods
suffer and landlords pay a high price. That price may include:
.. Decline in property values -- particularly when the activity begins affecting the reputation
of the neighborhood.
.. Property damage arising from abuse, retaliation, or neglect; propertydarnage from police
raids.
-"
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
eHF 06-153
CONTROL NUMBER
~ Fire resulting from manufacturing or growing operations. Civil penalties, including
temporary closure of the property -- or even property seizure. Loss of rent during the
eviction and repair periods.
. Fear and frustration when dealing with dangerous and threatening tenants. Increased
resentment and anger between neighbors and property managers
G The loss of other valued tenants.
Certification
The certification program consists of three phases that must be completed under the supervision
of the local police department. Property managers can become individually certified after
completing training in each phase and the property becomes certified upon successful completion
of all three phases.
Training Coordinators
The program begins with the trammg of law enforcement agency coordinators who will
administer the program in their jurisdiction.. Every Crime Free Multi-Housing Coordinator
receives 24-hours of intensive training and becomes certified as an instructor of the program.
The Crime Free Program Coordinators return to their cities and begin to provide training and
certify apartment properties in their community. -Fully certified properties have reported
reductions in police calls for service up to 70% over previous years. The heart and soul of the
program is in the correct implementation and use of the Crime Free Lease Addendum
Here is a brief outline ofthe program contents:
Phase I-Management Training (8-Hours) Taught by the Police
e Crime Prevention Theory
& Theory of physical security - Crime Prevention Through Environmental Design
(CPTED)
o Benefits of Resident Screening
. Lease Agreements and Eviction Issues
GO Crime Free Lease Addendum (Example Agreement - Attachment B)
<) Key Control and Master Key Use
.. On-Going Security Management Monitoring and Responding to Criminal Activity
. Gangs, Drugs Activity, and Crime Prevention
.. Legal Warnings, Notices & Evictions - Working Smarter With the Police Fire and Life
Safety Training Community Awareness
Phase II - CPT ED - Rental Property Survey by the Police
'" Crime Prevention Through Environmental Design Survey (CPTED)
<) Minimum door, window, and lock standards compliance inspection
" Minimum exterior lighting standards evaluation
.. Key Control procedures evaluation
.. Landscape maintenance standards compliance
j
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CHF06-153
CONTROL NUMBER
Phase III - Community A wareness Training
III Annual crime prevention social taught by property management and police
19 Community awareness and continuous participation is encouraged
Full certification (gold certificate) permits the right to post the Crime Free Multi-Housing
Program sign and advertise membership in the Crime Free Multi-Housing Program in the print
media using the official logo. This certificate expires every year unless renewed following
compliance with Phases I & II.
State and Local Participation
Locally, the communities of Schaumburg, Elgin, Palatine, Normal, Forest Park, Wheeling,
Rockford, Rolling Meadows, Naperville, Hainesville/Round Lake Park and Northlake have
adopted the program. The program has been particularly successful in Schaumburg where
participation is mandated by ordinance. (Schaumburg Review newspaper article - Attachment C)
Mount Prospect and Crime Free Multi-Housing Program
In the summer of 1995 the Crime Prevention Unit (CPU) of the Police Department and the
Village's Building Division implemented the Mount Prospect Crime Free Multi-Housing
Program. The CPU and Building Division dedicated an extraordinary amount of time, effort and
commitment in designing and implementing this collective community effort. Initially, the
program was well received and it was the department's hope that the end result would be a long
standing partnership resulting in vastly improved living conditions. The CPU and the Building
Division have continued regular contact with rental complexes however the program has
unfortunately became less of a priority. Although living conditions have improved since the
initiative began problems still persist. Following are some of the factors which have impacted
the program.
· Change in the leadership at the police department.
s> Temporary reduction in theCPU to a one person unit.
· Redirection of department resources and personnel allocation to other priorities.
III Discrimination allegations leading to protracted legal proceedings resulting in federal.
governmental oversight which further depleted resources and available manpower.
$ Constant change in ownership and management of rental properties.
Recommendation
It is the opinion of the department that in order to affect substantial, long term change, associated
with problem rental properties, the Crime Free Multi-Housing Program should be reinforced
with participation mandated by an ordinance similar to the Village of Schaumburg's Ordinance #
03-09 (Attachment D). The ordinance will reQuire all managers and landlords to attend the
eight hour crime-free multi housing seminar and include a clause in their leases making
criminality a lease violation. Currently, the ordinance allows the imposition of enforcement fees
for properties and 0wners found not in compliance with the property maintenance code. These
fees can be waived if the property owner/manager: attends a Crime Free Seminar; agrees to a
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CHF 06-153
CONTROL NUMBER
security inspection by the police department; and complies with police recommendations
associated with the inspection. An ordinance requiring attendance at the seminars before
problems arise, requiring .the adoption the Crime Free language in a lease addendum, and clearly
defining what constitutes a nuisance at a rental property, will reduce future problems and also
give the Village the power to suspend or revoke a residential rental license if a property is
declared a nuisance. It would state that a property or specific address can be declared a nuisance
if a property manager or owner rents to a tenant who allows any of several offenses to be
committed by the tenant, a member of the tenant's household, a guest or other persons under
control of the tenant.
In order for this program to show positive results, it will take a five-year commitment by the
Village. Continuity of service is the key component to the success of this program. The most
effective method of operation is to hire a program coordinator. This position. would entail
reviewing reports to determine if rental properties are involved, checking landlord license status,
following up with landlords, and assigning cases to the appropriate division of the Police
Department (i.e., Crime Prevention, Community Oriented Policing Service, Investigations, or
Patrol). The Police Department has enjoyed a great deal of success in hiring retired police
officers to fill similar positions (e.g., evidence custodian and video review .officer). This hiring
philosophy affords the Police Department significant law enforcement experience at an
affordable price. A civilian coordinator is the most cost effective way to ensure continuity of
serVIce.
w
Attachments
Attachment A - Personnel Requisition Form
Attachment B - Crime Free Lease Addendum Example
Attachment C - Schaumburg Review newspaper article dated April 3, 2003.
Attachment D - Schaumburg Village Ordinance 03-39
Attachment E - Village of Palatine Crime Free Housing Program
Attachment F - Information received in an E-mail from Bob Roels, Env. Health Coordinator
Attachment G - Success Statements and Testimonials
c: Dave Strahl, Assistant Village Manager
Bill Cooney, Community Development Director
Ellen Divita, Community Development Deputy Director
Bob Roels, Environmental Health Coordinator
Clare Sloan, Community Development Planner
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
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eHF 06-153
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CONTROL NUMBER
ATTACHMENT A
Personnel Requisition/Hire Form
Please attach suggested ads to this form if desired.
PERSONNEL REQUISITION/HlRE FORM
Job Title: Crime Free Hous i n9 Coordinator Department: Pol ice
Shift: Administration Loc~ion: Police Department
Date position open: 01 Jan 07
Salary range: $51 ,875
Hours:
X Full-time
Part-time
Hours part-time:
_ Temporary
How Long?
Requirements:
(Please attach proposed Job Description)
Special Requirements (nescribe job as related to your DepartmentlDivision):
Suggested JournalslPapers for ad placement:
Budget line # to be used if other than 011103-540180:
Requested by:
Supervisor:
Dept./Div. Head:
Dept. Pol ice
Start date:
01 Jan 07
Approved by:
Village Manager:
Date:
Complete and return this portion of the form to tbe Village Manager with application,
resume, and P.ersonnei Action Form prior to start date.
Name:
Proposed Start Date:
Please print
Pre-employment Physical Scheduled: Yes No
New Employee Orientation scheduled with Human Resources - Date
CIDocuments and Senings\drhode. DOMATN\Local Sel1ings\Temporary Intemet Ftles\OLK600\Personnel Requisition HIre fonndoc.
MOUNT PROSPECT POLICE DEPARTMENT
CMF 06-153
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FORMAL MEMORANDUM
CONTROL NUMBER
ATTACHMENTB
Example of Crime Free Lease Agreement Addendum
EXUlnple of a Crime Free Lease Addendum
Keep Illegal Activity orr Rental Property
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In consideration of the .execution or renewal of a lease of the dwelling unit identified in the lease,
Owner and Resident agree as follows:
Resident, any members of the resident's household or a guest or other persons affiliated with the
resident:
1. Shall not engage in criminal activity, including drug-related criminal activity, on or near
the said premises. "Drug related criminal activity" means the illegal manufacture, sale,
distribution, use, or possession with intent to manufacture, sell, distribute, or use an
illegal or controlled substance (as defined in Section 102 of the Controlled Substance Act
[21 USC 802]).
2. Shall not engage in any act intended to facilitate criminal activity including but not
limited to drug related activity on or near the said premise.
3. Shall not permit the dwelling unit to be used for, or to facilitate criminal activity,
regardless or whether the individual engaging in such activity is a member of the
household, or a guest
4. Shall not engage in the unlawful manufacturing, selling, using, storing, keeping, or giving
of an illegal or controlled substance as defined in the Illinois Compiled Statutes, at any
locations, whether on or near the dwelling unit premises
5. Shall not engage in any illegal activity as defined in the Illinois Compiled Statutes,
including prostitution, criminal street gang activity, thre-atening or intimidating as
prohibited, assault as prohibited, including but not limited to the unlawful discharge of a
weapon, on or near the dwelling unit premises, or any breach of the lease agreement that
otherwise jeopardizes the health, safety, and welfare of the landlord, his agent, or other
tenant, or involving imminent or actual serious property damage.
6. . VIOLATION OF THE ABOVE PROVISIONS SHALL BE A MA TERlAL AND
IRREP ARABLE VIOLATION OF THE LEASE AND GOOD.CAUSE FOR
IMMEDIATE TERMINATION OF TENANCY. A single violation of any of the
provisions of this added addendum shall be deemed a serious violation, and a material
and irreparable non- compliance. It is understood that a single violation shall be good
cause for immediate termination of the lease. Unle$s otherwise provided by law, proof of
violation shall not require a criminal conviction, but shall be by a preponderance of the
evidence
7. In case of conflict between the provisions of this addendum and any other provisions of
the lease, the provisions of this addendum shall govern
8. This LEASE ADDENDUM is incorporated into the lease executed or renewed this day
between Owner and Resident.
Date:
Resident Signature
Date:
Property Manager/Owner's Signature
Property Name/Location
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CHF 06-153
CONTROL NUMBER
ATTACHMENT C
Schaumburg Review
April 3, 2003
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CHF 06-153
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CONTROL NUMBER
ATTACHMENTD
Schaumburg Village Ordinance 03-09
ORDINANCE NO. 03- 3 9
ORDINANCE REGARDING THE L1CENS.ING AND OPERATION OF MULTIPLE FAMILY
DWELLING UNITS, ROOMING HOUSES AND ANY SINGLE FAMILY RENTAL
RESIDENTIAL UNITS
WHEREAS, the Village requires persons who-rent residential units within the Village of
Schaumburg secure a license from the Village of Schaumburg; and
WHEREAS, it would be in the best interests of the Village of Schaumburg and those
landlords to have crime free housing; and
WHEREAS, exchange of information between landlords and the Police Department is a
good way to reduce the level of crime in rental units
NOW THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF
TRUSTEES OF THE VILLAGE OF SCHAUMBURG:
SECTION ONE: Any owner of property, which property is being rented out for
residential purposes shall attend and complete a Village of -Schaumburg Crime Free Multi-
Housing Program Seminar. The owner, agent or designee shall attend the Seminar prior to
obtaining or being issued a Village of Schaumburg residential operator license. Any current
license holders shall have until December 1, 2003, to attend the Village of Schaumburg Crime
Free Mulli- Housing Program Seminar.
SECTION TWO: In the event a Village of Schaumburg Crime Free Multi-Housing
Program Seminar is not available prior to obtaining the operating license, a conditional license
may be issued subject to the owner, agent or designee attending the Village of Schaumburg
Crime Free Multi-Housing Program Seminar within three months of issuance of the license. In
the event that seminar is not attended within three months, the license shall be void without any
need of further action. After the seminar is attended, the license shall be issued for the balance
of the year.
SECTION THREE: A property manager shall be considered an agent of the owner. If
a new manager is hired, the new manager shall have three months after hiring to attend the
Village of Schaumburg Crime Free Multi-Housing Program Seminar.
SECTION FOUR: Any owner, qgent or designee shall attend the Village of
Schaumburg Crime Free Multi-Housing Program Seminar every three years.
SECTION FIVE: The Crime Free Multi-Housing Coordinator, as designated by the
Director of Police, shaH provide the Finance Director with a list of owners, agents and/or
designees who have attended the Village of Schaumburg Crime Free Multi-Housing Program
Seminar, with the date of attendance and verification that the owner, agent or designee has
complied with this ordinance and is eligible to obtain, maintain or renew the operating license
ORDINANCE REGARDING THE LICENSING AND OPERATION OF MULTiPLE FAMILY DWELLING UNITS,
ROOMING HOUSES AND ANY SINGLE FAMILY RENTAL RESIDENTIAL UNITS
SECTION SIX; Any owner, agent or designee of residential rental property is
required to utilize a crime free lease addendum or have a clause in the lease similar to a crime
free lease addendum for any leases executed after December 1, 2003. The Crime Free Multi-
Housing Coordinator shall provide at no cost samples of the crime free lease addendum and
shall review any clauses within actual leases with the Village Legal Department to determine if
the clause is similar to the crime free lease addendum. The clause is to make criminal activity
(not limited to violent criminal activity or drug related criminal activity engaged by, facilitated by
or permitted by the renter, member of the household, guest or other party under the control of
jhe renter) a lease violation. The landlord shall have authority under that clause to initiate an
eviction proceeding as specified in the Illinois Compiled Statutes Forcible Entry and Detainer
statutes. Proof of criminal violation shall be b.y a preponderance of the evidence.
SECTION SEVEN: That Title 9, Section 90.55 be amended to add as follows:
Nuisance R.esidential Rental Property. It is hereby declared a nuisance and to be
declared against the health, peace and comfort of the Village for any property owner, agent,or
manager to allow or permit the following: a) rental of a residential unit, or residential building
within an apartment community or governed by a homeowner's association to a tenant who
allows any of the following offenses to occur relating to the tenant, member of the tenanls
household, guest or other party under control of the tenant to o.ccur: murder, kidnapping,
aggravated kidnapping, prostitution, solicitation of prostitution, pandering, obscenity, child
pornography, harmful materials, sale of obscene publication, criminal housing management,
possession of explosives, unlawful use of weapons, sale of firearms, gambling, keeping a
gambling place, concealing a fugitive, violation of the Illinois Controlled substances Act, violation
of the Cannabis Control Act or commission of any two or more of any other crimes under the
State of Illinois or under the Federal Government not specifically listed above; b) rental of a
residential unit, or residential building within an apartment community or governed by a
homeowner's association to a tenant who allows any of the following offenses to occur relating
to the tenant, member of the tenant's household, guest or other party under control. of the tenant
to occ.ur: commission of 4 or more Village ordinance violations in a six month period or an
unreasonably high number of calls for police service including, but not limited to, calls t!1at may
fall within the descriptions listed above that when compared to other properties in the Village of
Schaumburg of similar type, reasonably indicate that the activity at this property is out of
character for the area and is impacting the quality of life of those in the area. .
SECTION EIGHT: The Village Manager may suspend and/or recommend revocation
of any license issued hereunder if it appears to his satisfaction from the report of any Village
officer ot' Village employee making an inspection, or any other available information, that the
licensee is violating any law or ordinance, or is in violation of the nuisance section or his
operating in a manner not conducive to the public health, morals or safety. Any suspension of a
license may be appealed directly to the President and Board of Trustees within 15 days of
rendering his decision by the Village Manager. In the event the Village Manager determines
that revocation of the license is appropriate, he shall so forward his recommendation to the
Village President and Board of Trustees for their review and determination.
ORDINANCE REGARDING THE liCENSING ANDOPERATfONOFMULTIPLE FAMILY DWELLING UNITS;
ROOMING HOUSES AND ANY SINGLE FAMilY RENTAL RESIDENTIAL UNITS
SECTION NINE: That this Ordinance 'shall be in full force and effect, after passage.
approval and publication as required by law.
AYES:
NAYS:
ABSENT:
(6) TRUSTEES: CONNELLY, ECKER, DAILLY, DUNHAM, SULLIVAN,
(0) NONE RILEY
( 0) NONE
PASSED AND APPROVED this 25th day of
March
.2003.
C.~
~ .' ~.~
. I ..........
Village President
ATTEST:
~htO:-Z.,~l
Village CI k
APPROVED:
S \Iegal\ords\crime free multi-housing
MOUNT PROSPECT POLICE DEPARTMENT eMF 06-153
FORMAL MEMORANDUM CONTROL NUMBER I
ATTACHMENT E
Village of Palatine Crime Free Housing Program (Ordinance not yet enacted)
I
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Village of Palatine
Crime Free Housing Program
Any owner of a property, which is being rented out for residential purposes, shall attend and
complete a Village Of Palatine Crime Free Multi-Housing Program seminar. The owner, agent
or designee shall attend the seminar prior to obtaining or being issued a- Village Of Palatine
rental license. Any current license holders shall have 18 months from the issue date of the
license to attend the Village of Palatine Crime Free Multi-Housing Program Seminar.
In the event a Village of Palatine Crime Free Multi-Housing Program Seminar is not available
prior to obtaining the rental license, a conditional license may be issued subject to the owner,
agent or designee attending the Village of Palatine Crime Free Multi-Housing Program Seminar
within six months of issuance of the license. In the event a seminar is not attended within six
months, the license shall be void without any need of further action. After the seminar is
attended, the license shall be issued for the balance of the year.
A property manager shall be considered an agent ofthe owner. If a new manager is hired, the
new manager shall have 6 months after hiring to attend the Village of Palatine Crime Free Multi-
Housing Program Seminar.
Any owner, agent or designee shall attend the Village of Palatine- Crime Free Multi-Housing
Program Seminar every three_years. Those properties that continue with the program after the
seminar will be required to attend seminars on a different schedule set by the Crime Free Multi-
Housing Coordinator.
The Crime Free Multi-Housing Coordinator, as designated by the Chief of Police, shall provide
the Village with a list of owners, agents or designees who have attended the Village Of Palatine
Crime Free Multi-Housing Program Seminar, with the date of attendance and verification that
the owner, agent or designee has complied with this ordinance and is eligible to obtain, maintain
or renew the rental license.
Any owner, agent or designee ofresidential rental property is required to utilize and enforce a
crime free lease addendum or have a clause in the lease similar to a crime free lease addendum
for any leases executed after the 18 month period allotted to attend a seminar per this ordinance.
The Crime Free Multi-Housing Coordinator shall provide at no cost samples of the crime free
lease addendum and shall review any clauses within actual leases to determine if the clause is in
accordance with the crime free lease addendum. The objective ofthe clause is to make criminal
activity (not limited to violent criminal activity or drug related criminal activity engaged by,
facilitated by or pennitted by the renter, member of the household, guest or other party under the
control of the renter) a lease violation. The landlord shallhave authority under that clause to
initiate an eviction proceeding as specified in the Illinois Compiled Statutes Forcible Entry and
Detainer statutes. Proof of criminal violation shall he by a preponderance of the evidence.
1
The Village Manager may suspend and/or recommend revocation of any licenseHissued
hereunder ifit appears to his satisfaction from the report of any Village officer or Village
employee making an inspection, or any other available information, that the licensee is violating
any law or ordinance, or is in violation of any section herein or is operating in a manner not
conducive to the public health, morals or safety. Any suspension of a license may be appealed
directly to the Mayor and Village Council within 15 days of rendering his decision by the Village
Manager. In the event the Village Manager determines that revocation of the license- is
appropriate, he shall so forward his recommendation to the Mayor and Village council for their
review and determination.
Any property that receives an excessive number of police calls for service for criminal or
ordinance complaints in a 30 day period will be required to complete the Crime Free Multi-
Housing Program requirements and become fully certified. For the purposes of this ordinance
the term.excessive is defined as properties receiving calls for police service at a 10 to 1 ratio
(based on the number of units rented) or no more than 3 calls for service, which ever number is
higher. (example: a property with 300 units shall not exceed 30 calls for service in a 30 day
period or a property with 1 unit shall not exceed 3 calls for service in a 30 day period).
Any property rented as a dwelling unit that receives any of the following calls for service
regardless of their ratio of calls versus the number of units and regardless of their total calls for
police service will be required to complete the Crime Free Multi-Housing Program requirements
and becomefully certified: Any weapon related call for service (gun, knife, pipe, bat, etc.), any
gang related call for service whereupon the gang members are engaging in any of these listed
activities, any drug related call for service whereupon it is determined drug sales are being made
on the property, any calls for service whereupon the Village deems the property in violation of
nuisance regulations and further determines that the calls for service prohibit the Village and its
residents from enjoying health, peace and comfort on said property.
2
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MOUNT PROSPECT POLICE DEPARTMENT
CHF 06-153
FORMAL MEMORANDUM
CONTROL NUMBER
ATTACHMENT F
Additional Information received in an e-mail from Bob Roels, Environmental
Health Coordinator
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
I
CHF 06-153
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CONTROL NUMBER
From:
Sent:
To:
Cc:
Subject:
Roels, Bob
Weanesday, July 19, 20069:19 AM
Divita; Ellen; Eddington, Richard; Cooney, Bill
Janonis, MiKe; Strahl, Dave; Dahlberg, John
Crime Free Housing
By chance last night, I met with John Nebl of Schaumburg. We discussed some of the concerns brought
up at the meeting and a few questions of my own. Here are the highlights of our conversation.
1. Crime statistics are' only available for the 16 complexes in Schaumburg as there is no baseline data for
the single family rental before the program started.
2: Since the program's inception crime has been reduced 12% overall in the 16 complexes, but in one
complex crime was reduced by 50%.
3. In the last 2 and 1/2 years 900 persons have become certified.
FYI - Schaumburg is greater in population, but Mount Prospect has many more complexes and individual
owners.
Schaumburg - 16 Complexes with most owned by one entity. Mount Prospect has 46 compl~xes with
most buildings individually owned in the complex.
Mount Prospect estimate is 230 MF rental owners and 1400 SF rental owners. Almost twice
Schaumburg's licensed owners.
4. Certification is permanent, and the recertification was eliminated shortly after adopting the ordinance.
5. Inspection of single family is not currently done, except on complaint Inspections of the exterior were
done in the past
6. An owner or his designee are required to be certified As an example in Mount Prospect, Invesco
manages many buildings for different owners. If all of the owners who haye buildings managed by
Invesco chose as their designee, only one representative from Invesco would have to be certified.
An unexpected benefit is that condo associations are requiring the following of the owners of rental units
1. To be certified and if not certified they are fined by the association, and
2. required to follow the Crime Free housing tenant screening procedures including criminal background
checks something the certification can only recommend.
In other communities, bank-s have required the certification before approving a loan.
Other thoughts -
If this is adopted our Condo Conversion Information should put all developeTs on notice Crime Free
Housing Certification will be required for all rental unit owners.
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CMF 06-153
CONTROL NUMBER
ATTACHMENT G
Agency Success Statements and Personal Testimonials
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CHF 06-153
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Agency Success Statements
Clearfield Police Department, Utah
"The program has reduced overall crime in the apartment communities more than 58% in an
already low crime rate city. "
Hanford Police Department, California
"Since its inception, the Crime Free Multi-housing project has empowered landlords with the
legal knowledge to face issues in their complexes and provided them a direct pipeline to the
Problem Oriented Policing staff on issues requiring law enforcement assistance. Calls for police
service in multi-housing complexes have decreased by more than 50%, increasing the standard of
living and safety of these important housing developments."
San Bernardino Sheriff's Department, California
"The Crime Free Multi-Housing Program involves over 1000 complexes containing over 50,000
units in Riverside, San Bernardino, Orange, and Los Angeles Counties. It continues to grow in
all areas. There have been amazing results. A 25% to 53% reduction in police calls for service
has occurred. In addition, there has been an increase in apartment occupancy."
"The CFMHP is available in 90% of San Bernardino County with 21 agencies participating. We
have more than 650 apartment complexes with 35,000 units and 65 mobile home communities
with 6,000 units participating. In San Bernardino County we are still realizing a 52%-56%
reduction in calls for service. This reduction in calls for service equates to approximately 1,200
to 1,600 man-hours saved per month. Simply stated, this program just put 10 police -officers on
the street every month to do proactive patrol and/or community oriented policing activities. We
should be very proud of this!"
Bloomington Police Department, Minnesota
"In 1992, Officer Tim Zehring of the Mesa Police Department developed the Crime Free Multi-
Housing program. They had the same problems that Bloomington had. Approximately 30% of
the city's population lived in mullti-housing. This 30% resulted in more than 30% of all police
calls; Problem: repeat calls to the same apartment, time after time. The program Officer Zehring
developed resulted in a dramatic decrease in police actiyity on rental properties by getting rid of
problem tenants, and keeping good tenants. The Bloomington Police Department adopted this
program in August 1998. A focus group of apartments were invited to participate. After the first
year, these apartments showed an average of22.8% drop in police calls. Some apartments had as
much as 51 % drop. in calls. Good news spreads fast! Since then over 60% of Bloomington rental
communities have joined the program, with new ones joining all the time."
Hawthorne Police Department, California
"Does the program really work? Currently 250 different apartment complexes throughout the
city participate in the program. As a result there has been a 35% reduction in calls for police
service at these properties, as well as a 42% reduction in the part one crime rate. So the answer is
a resounding YES! "
,---"
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CHF 06-153
CONTROL NUMBER
Hemet Police Department, California
"The Crime Free Multi-Housing Program has proven to be extremely effective in reducing calls
for police service at complexes that are involved in the program. Some complexes report as
much as an 84% reduction in law enforcement calls in the short period of time that the program
has been implemented."
Columbia Police Department, Missouri
"The Columbia Police Department has already begun seeing the results of the posItIve
relationship that has been built between the police department and those who have attended
Crime Free training programs. A drastic reduction in calls for service has been seen by many
properties who have implemented the Crime Free principles."
West Covina Police Department, California
"This program is a highly successful crime prevention and training program that brings together
apartment complex residents, management, and police. To date, the program is responsible for a
58% reduction in calls for service and a 48% reduction in criminal complaints from 40
participating complexes."
Personal Testimonials
"Let me be the first to promote the benefits of being a member of the International Crime Free
Association and/or having a fully certified rental property. Both are worth their weight in
gold...in the effectiveness of the programs and the law enforcement support offered by an
association that gives back more than it requires for Its participants.
I have been affiliated with the Crime Free Programs since 1995. I recognized then the
importance of an association like Crime Free to the business community and quickly signed on
as a charter member and became a certified trainer. As a former landlord and property manager, I
know first-hand the benefits of a law enforcement-based program that truly interfaces with the
business community. Now working as a professional security consultant for over twenty years, I
have consulted on some of the worst residential rental properties in the country. I can
wholeheartedly state that the Crime Free Programs and backing of the international association
membership can help even the worst property in a community reclaim its dignity, profitability,
and be reasonably safe. This is a worthy effort."
Chris E. McGoey, CPP, esp, CAM
Security Consultant
www.crimedoctor.com
"I have been a Police Officer for 14 years, the first 12 years with the NYPD. I retired early at the
rank of Detective to become a Riverside Police Officer in California. I am now assigned to the
Riverside City Police, Crime Free Multi-Housing Program.
J
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MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
eHF 06-153
CONTROL NUMBER
All things said I feel qualified in saying that the Crime Free program WORKS and in my opinion
should be implemented in every police department in the nation. To anyone who is interested, I
say this "You're never alone if you choose to implement the Crime Freeprogram in your city.
There is always someone out there (within the Crime Free Community) who can assist you with
any needs and concerns related to the Crime Free Program.
Tim Zehring has always been available for questions, assistance, and training. Again, if you
choose to implement the Crime Free Program in your city, you can be assured there will always
be someone within the Crime Free community that would assist you in the process and progress
of the program. The program is built on the concept of sharing and assisting other police
departments with information. The program works, I know, I have experienced it first hand."
Tim what you have developed is nothing short of amazing. Your Crime Free Program has
impacted communities in Riverside in a way that I don't think even you can imagine. I have seen
first hand how a crime ridden apartment complex can be turned into a livable, virtually CRIME
FREE community.
The managers, residents, and patrol cops love the program. The managers love managing a
Crime Free property. The residents love living in a safe community and the "Coppers" love the
decline of calls for service on Crime Free properties. The Crime Free program is a wi.n-win
situation for all.
Thank you for giving me an opportunity to share with you my opinion about the Crime Free
Program."
Police Officer, William Rodriguez
Police Department
Riverside, CA
"The Crime Free Programs ARE the most successful cnme prevention education programs
currently available in the world.
In Kansas City, MO the pilot program we started has had a great impact on our crime rate and on
the perception of the poli.ce within those communities. The programs do involve commitment
from the PD and the city, but isn't that our purpose?
I also agree that no. city is "left out to dry" after the initial set up of the program. There-is not an
agency out there currently doing Crime Free that is notalways willing to help. You and the rest
of the Mesa, AZ P.D. folks have always been there when we needed you. The same goes for all
of the people I have e-mailed, called or visited 0ver the past 7 years.
We have been able to "sell" our police board and now they refer people to us! (About time too)
Don and I would be happy to talk to anyone, at anytime, anywhere, to help promote this and
show people that it works."
Police Officer, Chris SicoH
Kansas City, MOPolice Department
MOUNT PROSPECT POLICE DEPARTMENT
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"The City of Champlin in Minnesota has been running the program since 1997. The pragram has
worked for .our city with a population of 23,000. The training we received from the Mesa Police
Department was the spark we needed to get our program off and running.
We had our program evaluated by Mankato State University and the results were an overall
reduction to calls for service and crimes by over 36%.
At this time we do not have an officer assigned to Crime Free Program as we did in the past due
to budgets, but it is in the plans to assign an officer in the future to run the crime free program.
If anyane needs to review our evaluation from the University of Mankato, please let me know."
Police Officer, Kcyin Wagman
Police Department
Champlin, J\1N
"In late 2002, I had the opportunity to be introduced to the International Crime Free
Association's Crime Free Multi-Housing program in Savannah, GA. I have to be honest in
saying I did not know what to expect. The city I live in at the time was full of problems including
a tremendous drug problem. There was not a day or n.ight when we did not have fight calls,
generally involving some sort of weapon. Drug problems were getting out of hand and hard to
control. Call volume was high no matter what time of day. We spent more of our time gaing
from apartment to apartment dealing with the same peaple. Our camplexes were the types that
would mave anyone in if the maney were handed ta them. Then when these people would
become prablems that they cauldn't handle the palice were expected ta fix it, but the complex
managers wauldn't da anything ta fallaw up.
At the time I came ta the canference we had just gatten a new chief who was determined ta clean
.our tawn up. When I gat ta the conference I figured that .our city was just gaing ta try anather
temporary fix. I learned quickly that this pragram was much mare than temporary.
Since my return from the conference and the implementation .of the program an the use .of the
Crime Free addendum .our call volume in multi-family areas have drapped tremendously.
Landlards/managers have been fallawing through and enfarcing the rules they layout. They
have made it clear that causing prablems is unacceptable and will nat be tolerated. They knaw
there is a way to stap the problems and they knaw it works because they can see the proaf in
their own results. To my knawledge there has nat been anyane ta cantest ta their evictian based
an a vialatian .of the lease .or lease addendum. If they have, they have not wan.
While I cannat give an exact percentage of call volume decrease in multi-housing cammunities, I
can tell you as a shift supervisar my crew spends a lot less time answering calls in these areas.
The change has been tremendaus and cantinuaus. My .officers have also naticed a change and
know haw the rules work. I am grateful for the infarmation I was given and have been able ta
use. The pragram is a valuable tool to anyone wha will use it. I am happy at anytime ta talk to
anyone wha is interested in the program and how it works.
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
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One of the great things about this program is it is not hard to get support. Rental properties are
often about money. If you show someone how they can save money and keep the units full with
good people then people will listen.
Another great thing I have found is if I am facea with a problem or question I have access to a
number of other people involved in the program who have or can find the answer Qf solution. As
the City of Mesa is the birthplace of the program I often look to them for help because I know I
will get it, even 2000 miles away. My calls for help are always quickly answered with realistic
s-Olutions.
If I can ever be of assistance or answer any questions please feel free to call on me. This is a
great program and an -opportunity to make a change for the better that simply cannot be passed
up."
Sgt.Diana Campbell
Crime Free Coordinator
Monroe Police Department
Monroe, GA 30655
"I have been actively working the CFMH Program since 1995 formally trained in 1997. I am the
CFMH Coordinator and helped build the Riverside CFMH Program from the ground up. Tim
Zehring and the City of Mesa were there from the start and all through the organization process
to lend a helping hand. I never had a delay in assistance and I am proud to say I have the
strongest CFMH Program in the State of California.
Our reductions in calls for service are a little over 75%. 95% to 99% in some of OUT gangland
apartment complexes that have been turn into family oriented communities because of this
program.
The program has been so successful here in Riverside that the Chief of Police allowed me to get
even more involved with the program. I am now a Certified National Trainer and I too can be
available for technical support if needed.
I have attached some older stats from when we first started the program in a PowerPoint
presentation to show how one of our lower income gang infested complexes and one of our
Housing Authority complexes - It too was gang infested - was improved because of the CFMH
Program. The stats are just in calls for service alone..Jt does not take into consideration the total
number of officers sent and the duration of the calls...In personnel hours alone the reduction of
calls for service would be over 99%.
I have a Mayor and a City Council that stands behind this program 100% and are firm believers
in the CFMH Philosophy. They have seen first hand what it can accomplish. Not to mention save
financially.
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I could go on about this program however I know that you've got better things to do than to read
all day long. I am available for more information and will go anywhere to help promote the
CFMH Program."
Officer John Start
Crime Free Multi-Housing Program
"In 1999, our city, Columbia MO., sent four officers to Mesa, Arizona to be trained in the Crime
Free Programs. Since then, our department has dedicated one officer to handle all of the Crime
Free Programs, instead of four officers handling Crime Free part time, and of other police duties
part time.
We have trained around 500 persons in phase 1 of CFMH and have numerous fully certified
properties. The most notable benefit has been the decrease in calls at our worst property, which
had 940 calls for service and 126 arrests in 2001. It was down to 604 calls for service and 26
arrests in 2003.
The calls for service have stayed high because the residents now know they can call the police
and action will be taken. The quality of life in rental housing has been much better since we
implemented Crime Free. We now have a wonderful working relationship with the apartment
association.
Our hotels are much safer, problem hotels have been sold or foreclosed, and there is a great
partnership between the police and the lodging association."
Tim Thomason
Columbia Missouri Police Department
Crime Free Programs Coordinator
tetho mas@gocolumbiamo.com
"The Crime Free Program is very successful in Edmonton and is accepted by the Community as
a positive improvement for safety and reduction in crimes at Multi-Family Communities. We are
now looking at expanding our current program to accept other Crime Free Programs to include
the Town homes/Condos and Storage Units.
The benefit is seen for all parties that participate in this program. This is the best program that I
have seen in 28 years of police service."
Cst. Terry JORDAN
Edmonton Police Service
Crime Prevention Unit
Crime Free Program Coordinator
.. ....,. ,...,cc.... '_.",_ ".~'."'_.:" "_."~"'_' '",".'.:.",. _"" .....::,,_,.... ".,"."._"","_".," ,',_._'_" .~"--..,,.....,- .... ,'_' ...-.".",.......-... ';_'"_~,,._.__:' "~"'''..''<~,. C"','.' '.' ".~".'" '.' -.
"As President of the Riverside Crime Free Managers' Association, I speak on behalf of the 233
Crime Free Communities we now have in our Crime Free Program. The Crime Free Program
works! The partnership that these communities have with the Riverside Police Department, our
MOUNT PROSPECT POLICE DEPARTMENT
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eHF 06-153
CONTROL J\TUMBER
area officers and with the networking system that you and the International Crime Free
Association has developed is wonderful.
No matter what, we can find an answer! You personally have always made yourself available to
our Association as well as to our Crime Free Officers. The Riverside Police Department has
made our Crime Free Program the most important program this department has and has so stated
that fact in not only the Chiefs Annual Report but in the Strategic Plan for the department.
Our Chief, Russ Leach, supports the Association partnership with his department 100%. Each
and every Police Department, not only in the United States, but internationally should create a
Crime Free Program in their cities."
Carrie Madrid, President
Riverside Crime Free Managers' Association
"The City of San Dimas began its Crime Free Program back in 1999 with the support of the City
Council, the Public Safety Committee, and the Los Angeles County Sheriffs Department, San
Dimas Station.
Based on the model established by The City of Mesa, we have seen a dramatic decrease (up to
60% at some locations) in the number of calls for service at apartment complexes in the city. The
crime rates in these complexes are lower and the quality of life for many of the residents has
gone up!
The partnership that has been forged between our participating communities and the Sheriffs
Department has proven time and time again to be invaluable! Just this past summer, our city was
plagued by a group that was heavily "taggingl1 areas of the city. Regular patrols and high impact
patrols were net bringing the results we needed.
When one of the vandalisms hit near one of our Crime Free locations, it was as if the floodgates
of information opened up. The Community manager began spreading the word about the
problems to the entire community. We obtained information that was essentially, the last piece of
the puzzle on identifying and catching our vandal.
Our program here is looking to expand into the areas of Crime Free Hotel/Motel and Crime Free
Mini-Storage, and I feel confident that with the support and training we have received from Tim
Zehring and the folks from the City of Mesa, our success will continue.
Good Luck and Welcome to a wonderful program!"
Ed Mackenzie, Team Leader
Community Action Team
San Dimas Sheriffs Station
Los Angeles County Sheriffs Department
"Although our initial foray in the first three years into Crime Free wasn't very successful (one
person tried to do it all) in the last six years we have made great strides in the program. When we
MOUNT PROSPECT POLICE DEP ART1\-lENT
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CHF 06-153
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did the re-start and subsequently expanded the program into our hotels and storage facilities we
sought out the assistance of Mesa PD who were very helpful.
A little bit of background may be helpful for my agency. Because of our size, gO commissioned
with 40 civilians in suburban Kansas City, .our program is slightly different. We are "patrol-
based" using district and community policing officers to make the contacts, create the
partnerships, and to follow-up with the managers on the day-to-day issues that affect them. Our
patrol officers love the patrol-based aspect of the program because they do not have another
layer of administration to deal with.
From a program management standpoint the. only real challenge is to find people who are
committed to making their communities a safer place. Once they recognize and buy in then the
rest quite simply falls into place.
We have received nothing but posItIve feedback from our community. Our officers have
deservedly been recognized by local civic groups for their hard work and our city fathers and the
PD administration are obviously pleased with the results. City wide we have reduced police calls
for service in tbe affected properties about 40%. In one particular problematic apartment
community where we targeted our street thugs the reduction over the past two years was well
over 60%.
If we had not brought the program in I can safely say we would be fighting a losing battle."
MPO Dave Lewis-Jones
Lenexa,KS PD
Program Coordinator
913.477.7245
dlewis j ones@ci.lenexa.ks.us
"The Crime Free is a Program that is outstanding and really works. One example here is a
complex that has reduced its calls for service by over 55%. One thing that everyone has to
remember is the program is only as good as the support your city and officers give it."
Police Officer, Joe Cordie
St. Cloud, MN
''''''''''''''. '__" ~_ '." C'~.. "_', .C __:~.... c ",Co .-." ," ,." ~'. ~:.. , ',':_"",","'~_''''_' . ',,"_' "'0 ..' , ,... , O' ...." ," ,-.......,", _' _<, r-" ...._~<- . ~ ".' _. . ,_.... .'.".'-".." -.." '._>'-',' ,.:_'.......,'._. ',".,,""- - . ',". ,.""".c-'.", ...~.., ~.. ''''-'-''''.,' ,...... L' ,"''''' "~'I ~".."""_,,,,,,,,,,'^''''_''"'''''~'''_',_ ...,...."..~ '.' ,,-'-"-~_",""'.""'-"""""- ..,.<.~.,... ",-",-.~,.,-,,-"" ,.' .~,...., o-"-~',,",,': "".', '~'-''"' ,....,
"I just wanted to drop you a quick note to thank you and all the Board members of the Crime
Free Program as well as the hundreds of agencies for all their hard work, practical advice, and
support and encouragement over the last several years.
Since day one everyone has been fast friendly and helpful. Time after time you and many others
have gone above and beyond the call of duty to help us get the information and the facts we
needed to press our case.
When it looked like we might need your testimony at State hearings, or had funding lined up for
training, you were ALL there to help as and when needed. Having that support and experience
"on call" silenced the critics and helped carry the day.
I
i
~
MOUNT PROSPECT POLICE DEPARTMENT
FORMAL MEMORANDUM
CHI? 06-153
CONTROL NUMBER
In August of this year the newly formed South Burbank Crime Prevention and Development
DistricL( created by the State Legislature and signed into Law by Governor Blanco on Jul;y 7th)
voted unanimously in a public meeting to start a crime free housing program in the district.
District voters will decide on a proposition to dedicate a parcel fee to this and other programs on
November 2nd. We will be working hard to educate the voters and again, the success stories
from other areas are the BEST advertisement!"
Thomas Hanlon
President
Board of Commissioners
South Burbank Crime Prevention and Development District
Baton Rouge, Louisiana
"Modesto has had the Crime Free Multi-Housing program since 2000. The program has worked
and continues to reduce calls for service to multi family communities.' We have a multi-family
program and a duplex-triplex, four-plex program. Last year, calls for service among the
participating properties were reduced approximately 27%."
Cindy Rhea
Community Service Officer
Crime Free Multi-Housing Coordinator
Modesto Police Department
"Here in Henrico County, V A., the Police Department and the area Apartment Managers are
very happy with the Crime Free Multi Housing Program. Our program c-ontinues to grow each
year.
We are also receiving requests from other jurisdictions in the State of Virginia to come and teach
the program from Chesterfield County, V A:, New Port News, VA and Albemarle County, VA.
Our community officers have seen a drop in c.alls for service in the apartment communities that
are active in the CFMH program.
We believe in this program so much that we are starting the Hotel/Motel program this fall."
Sergeant Kenny Cordle
Residential Crime Prevention Officer
Henrico County Police
P.O. Box 27032
Richmond, -VA 23273
"I am the Crime Free Coordinator for the EI Cajon Police Department in California. We are a
low- to mid-income blue-collar city of 98,000 people, 60 percent of who live in one of our 950
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apartment communities. By far most of our calls for service were in these communities. When
nothing worked to reduce those calls, we brought in the Crime Free Programs.
That was in 1997. Since then we- have certified 117 apartment communities, 6 mobile home
parks and two hotel/motels. We have more than 200 rental properties in one phase or another of
the three-phase program.W e have trained hundreds of managers and owners, as well as law
enforcement personnel from throughout California. On average, we see a 50% to 60% decrease
in crime in our certified properties. The program works.
Also, as far as support from Tim Zehring, founder of the program, I can't say enough. Any
question or problem I have had has been answered promptly and clearly. Tim and the Mesa
Police Department could have taken this program and made a lot of money from it, as some other
crime prevention programs have, but they didn't. Their goal has simply been to help communities
reduce crime."
Judy Jones
EI Cajon Police Department
"At Los Angeles County Sheriffs Department - San Dimas Station we reduced calls for service
and nuisance complaints on average 37% based on our last study in 2002 from our benchmarks.
At our Ilworst" complex, we instituted very aggressive application of the program and close
partnership with the managers/owners and we achieved 78% reduction in calls for service!
Success seems to just depend on the level of commitment from the police agency and the full
application of the program by complex management/owner.
As a unique component to our operations, we utilized senior volunteers on patrol to conduct
many of the property (CPTED) inspections and perform some of the administrative tasks. The
volunteers also gathered intelligence from management during routine visits to check up on
operations.
This helped to maximize our police resources by keeping our deputies out on the streets. I've
heard of other areas where local beat cops are assigned the liaison duties with managers in their
beats. That might be good to try in smaller, suburban localities. "
JOHN GANNON, SERGEANT
Los Angeles Sherift"s Department
"I am civilian in the Puyallup Police Department in Puyallup, Washington. We have a population
of about 37,000 and cover approximately 13 sq miles. We have 125 identified large multi-family
communities in the city.
I am the coordinator of our Multi-Housing Program. We have had the Program in our city for 6
yrs and have found it to be extremely successful in reducing calls for service to. our multi-
housing communities for our Police Officers/Department. We have seen a dramatic reduction in
calls for several in our properties, but a substantial reduction at one particular property by as
much as 60%.
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We have seen a great partnership built between our Department and the managers/owners of
rental properties in our city. The attitude of the officers has also improved, as they have been
able to see that managers can greatly reduce "problem residents" through the civil process,
making this a true partnership.
Managers/Owners have seen the benefits of this partnership as well passing information on to
our Narcotics and Detective Units that has assisted in solving cases. And the managers
themselves have built partnerships with one another to assist in problem solving issues on their
properties and information sharing.
This is a tremendous program and one that our city has given pnonty to for funding the
educational classes for landlords. I am a great fan of this program and am hoping to expand to
other areas - Crime Free Storage, Hotel and Motel as soon as I can clone myself to run them!"
Lisa Isaacs
Crime Prevention Specialist
Puyallup Police Department
311 W. Pioneer
Puyallup, W A 98371
"Crime Free has been great for us here in Waite Park, MN. We are a city of about 7000 and
about 60% of our population is rental. I was hired in 2001 to take over Crime Free from the
officer that was doing it in his "down time." He had made huge steps in the program just getting
2-3 complexes on board. I then took over and now do all of the crime prevention activities for
the city.
The Chief, officers, residents and managers praise Crime Free. The officers like knowing they
can come to me with a problem unit and I will forward the information on to the manager. We
never had a really, really bad problem, but the ones we had are a lot less!"
Alicia Mages
Community Service Officer
Waite Park Police Department
19 13th Ave N
Waite Park, MN 56387
"This program is one of the most valuable of all programs initiated in the last ten years for our
city. Riverside has many Crime Free communities and as a prior Area Commander of a
geographical area over thirty square miles and well over a hundred thousand people, I personally
relied on the Crime Free program to assist my efforts in managing criminal activity within the
apartment communities in my area.
Every city should develop a Crime Free program to enhance the livability within their apartment
communities. "
Lt. Tim Bacon
Police Department
Riverside, CA
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"Crime Free Multi-Housing is celebrating 10 years of existence in the city of New Westminster,
British Columbia. This time frame presents a great opportunity to analyze the success of the
program and, with the assistance of a 4th-year criminology student from Simon Fraser
University, we have produced a five-year study of calls for police service to both certified Crime
Free properties vs. those properties, which have yet to see the light. The results speak for
themselves - Crime Free properties experience half the number of calls/unit than those not
involved. In presenting the report to our Police Executive, they were curious if any other policing
agency has done a comprehensive study of the program for their area. Please let me know if you
have.
Once the report has been presented to our City Council, it will be posted on our web site for the
general public."
V eronika Metchie
New Westminster Police
"I would like to give you an update on our crime free self-storage program. It has been a
tremendous success. My first class was in October 2004. We have sixty-one percent of our self-
storage facilities participating. I have one fully certified facility and 6 facilities in phas-e 2, all of
which are close to becoming fully certified. The amazing part is this: prior to implementing the
program, we were having lots of break-ins to self-storage facilities. Since the program started in
the fall of 2004, we have not had a single break-in! My chief is amazed and impressed!
Thanks for all of your help."
Deb Tellinghuisen
Fargo Police Department Crime Free Programs Coordinator
"When I took the position three years ago as the Crime Prevention/CFMH officer we had a huge
problem at our local hotel. It was nothing to respond to the Hotel 5 to 10 times a week,
recovering stolen vehicles, drug and prostitution arrests, disturbances and domestics.
We went to the manager and implemented the CF Hotel/Motel program. Due to the diversity of
the employees at the hotel, the manager had a Russian and Hispanic interpreter at the training
seSSiOn.
At the present time, we may respond to the hotel once or twice a month. This program has been
great! "
Captain Rodney Seurer
Savage Police Department
Savage, MN 55378
ORDINANCE NO.
AN ORDINANCE AMENDING CHAPTERS 21
AND 23, AND APPENDIX A - DIVISION II OF
THE VILLAGE CODE OF MOUNT PROSPECT. ILLINOIS
BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF
MOUNT PROSPECT, COOK COUNTY, ILLINOIS, IN THE EXERCISE OF THEm HOME
RULE POWERS:
SECTION ONE: Subsection B(5) of Section 23.1802, entitled, "Scope", of Article 18, entitled
"Residential Landlord and Tenant Regulations", of Chapter 23, entitled "Offenses and Miscellaneous
Regulations", of the Village Code, shall be deleted in its entirety. The term "and" shall be inserted at the
end of Subsection B(3).
SECTION TWO: The definitions in Section 23.1803, entitled "Definitions", of Article 18, entitled
"Residential Landlord and Tenant Regulations", of Chapter 23, entitled "Offenses and Miscellaneous
Regulations", of the Village Code, shall be amended as follows:
A. A new definition of "Certified Residential Operator" shall be inserted alphabetically to be and
read as follows:
"Certified as a Residential Operator" or "Certification as a Residential Operator" means
the annual certification of landlord of a residential rental unit or structure, who has been
issued a Residential Operator's License, a security certificate, as described in Section
21.608(C)(2) of the Village Code, and a certificate of completion of a community
awareness training program presented by the Mount Prospect Police Department.
B. A new definition of "Crime Free Housing Seminar" shall be inserted alphabetically to be and read
as follows:
"Crime Free Housing Seminar" mean a seminar sponsored by the Mount Prospect Police
Department to provide information to landlords and their designated agents regarding the
landlord-tenant requirements under the Village Code, including the crime-free housing
lease provision.
C. A new definition of "Chronic Public Nuisance Property" shall be inserted alphabetically to be and
read as follows:
"Chronic Public Nuisance Property" means any rental unit at, in or on which any three (3)
or more public nuisances have occurred within anyone (1) year period, and any multi-
family rental structure at, in or on which any six (6) or more public nuisances have
occurred within anyone (1) year period.
D. The definition of "Conditional License" shall be deleted and a new definition inserted to be and
read as follows:
Conditional license: A temporary Residential Operator's License issued to permit the
rental of a rental unit or structure that has a violation or violations of applicable
iManage:186263_3
regulations, or to permit the rental of a rental unit or structure prior to attendance by the
landlord, or a designated agent, at the required Crime Free Housing Seminar.
E. The definition of "Permit" shall be inserted alphabetically, to be and read as follows:
Permit: to suffer, allow, approve, consent to, acquiesce in or agree to the doing of an act,
including the failure to prevent through inaction.
F. The definition of "Public Nuisance" shall be inserted alphabetically, to be and read as follows:
The following criminal offenses are hereby declared to be public nuisances and may be
considered in determining whether or not a chronic public nuisance property exists:
(i) Any offense defined and prohibited by Article 9 (Homicide) of the Criminal Code of
1961, nOILCS3/9-1,et~.
(ii) Any offense defined and prohibited by Article 10 (Kidnapping and related offenses) of
the Criminal Code of 1961, no ILCS 5/1 0-1, et ~.
(iii) Any offenses defined and prohibited by Section 11-14 (Prostitution), Section 11-15
(Soliciting for a Prostitute), Section 11-16 (Pandering), Section 11-17 (Keeping a Place of
Prostitution), Section 11-20 (Child Pornography), or Section 11-21 (Harmful Material to Minors)
of the Criminal Code of 1961, no ILCS 5/11-14, 5/11-15, 5/11-16, 5/11-17, 5111-20, 5111-20.1,
and 5/11-21.
(iv) Any offense defined and prohibited by Article 12 (Bodily Harm) of the Criminal Code of
1961, no ILCS 5/12, et~.
(v) Any offense defined and prohibited by Article 16 (Theft) of the Criminal Code of 1961,
no ILCS 5/16-1, et~.
(vi) Any offense defined and prohibited by Article 20-2 (Possession of Explosives or
Incendiary Devices) of the Criminal Code of 1961, no ILCS 5/20-2, et~.
(vii) Any offense defined and prohibited by Article 24 (Deadly Weapons) of the Criminal
Code of 1961, no ILCS 5/24-1, et~.
(viii) Any offenses defined and prohibited by Article 25 (Mob Action) of the Criminal Code of
1961, no ILCS 5/25-1 et~.
(ix) Any offense defined and prohibited by Section 26-2 (Disorderly Conduct) ofthe Criminal
Code of 1961, 720 ILCS 5/26-1, et~.
(x) Any offense defined and prohibited by Article 18 (Gambling) of the Criminal Code of
1961, no ILCS 5/28-1, et ~.
(xi) Any offense defined and prohibited by Article 31 (Interference with Public Officers) of
the Criminal Code of 1961, no ILCS 5/31-1, et~.
(xii) Any offense defined and prohibited by Section 6-16 (Prohibited Sales and Possession) or
Section 6-20 (Purchase or Acceptance of Gift of Liquor by Persons Under Age 21) of the Liquor
Control Act of 1934,235 ILCS 5/6-16 and 5/6-20.
(xiii) Any offense defined and prohibited by the Illinois Controlled Substances Act, 720 ILCS
570/100, et ~.
(xiv) Any offense defined and prohibited by the Cannabis Control Act, 720 ILCS 550/1, et~.
(xv) Any inchoate offense defined and prohibited by Article 8 (Inchoate Offenses) of the
Criminal Code of 1961, 720 ILCS 5/8-1, et ~., which is relative to the commission of any of the
aforesaid principal offenses.
(xvi) Any offense defined and prohibited by Articles I through VIII of Chapter 23, "Offenses
and Miscellaneous Regulations" of the Village Code.
iManage:186263_3
G. The definition of "Public Nuisance Activity" shall be inserted alphabetically, to be and read as
follows:
Public Nuisance Activity: the commission of any act or conduct, which constitutes any of
the offenses declared to be a public nuisance.
H. The definition of "Rental Structure" shall be inserted alphabetically, to be and read as follows:
Rental Structure: any building, as defined in Section 21.501 of the Village Code, which
building includes a dwelling unit or units for rent, to include single-family residences,
multi-family rental structures, and buildings with less than three (3) dwelling units.
1. The definition of "Rental Unit" shall be amended by deleting the phrase "multi family", to be and
read as follows:
Rental Unit: A dwelling unit in a rental structure occupied or available for occupancy by
one or more persons, other than the owner of record, under a rental agreement.
J. The definition of "Residential Operator's License" shall be inserted alphabetically, to be and read
as follows:
Residential Operator's License: a license to rent a rental unit or rental structure as
required by this Article.
SECTION THREE: A new Subsection A(2) shall be inserted in Section 23.1804, entitled "Rental
Agreements", of Article 18, entitled "Residential Landlord and Tenant Regulations", of Chapter 23,
entitled "Offenses and Miscellaneous Regulations", with the remaining Subsections to be renumbered, to
be and read as follows:
2. The landlord and tenant shall include in a rental agreement terms and conditions
required by this Article.
SECTION FOUR: Section 23.1812, entitled "Civil Action by Village to Enforce Compliance", of Article
18, entitled "Residential Landlord and Tenant Regulations", of Chapter 23, entitled "Offenses and
Miscellaneous Regulations", of the Village Code, shall be amended by deleting in its entirety the sentence
"In the event the court finds in favor of the landlord or tenant, the court shall award the landlord or tenant
his costs, plus reasonable attorney fees."
SECTION FIVE: A new Section 23.1813, entitled "Chronic Public Nuisance" shall be inserted into
Article 18, entitled "Residential Landlord and Tenant Regulations", of Chapter 23, entitled "Offenses and
Miscellaneous Regulations", of the Village Code, the remaining Articles to be renumber numerically, to
be and read as follows:
23.1813CHRONIC PUBLIC NUISANCE
A. Declaration of Chronic Public Nuisance Property. It shall be unlawful and a nuisance for any
person to intentionally, knowingly, recklessly or negligently permit any rental unit and/or multi-family
residential structure within the Village to become, exist or be used as a chronic public nuisance, and any
chronic public nuisances found to exist within the Village shall be subject to abatement in accordance
with this Section. For purpose of this Section, multi-family residential structure shall include the land
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which is affixed, incidental or pertinent to that structure, including but not limited to any parking area,
common area, premises, room, house, building or structure, or any separate part or portion thereof.
B. Pre-Abatement Procedure. Whenever the Chief of Police, or his/her designee, receives one (1)
police report of any law enforcement agency lawfully exercising jurisdiction in the Village, which reports
or describes public nuisance activity within the same one (1) year period at, in or on the same rental unit
or the same multi-family residential structure, the Chief of Police, or his/her designee, may take the
following action:
1. Notify the landlord that the property may be in danger of becoming a chronic public
nuisance property. The notice shall contain the following information:
(a) The street address or legal description sufficient for identification of the dwelling
unit and/or or at a multi-family residential structure.
(b) A statement that the Chief of Police has information that the property is in danger
of becoming a chronic public nuisance property with a concise description of the public
nuisance activities that may exist or that have occurred. Said notice shall further state the
following:
(i) Demand that corrective action be taken to insure that a third (3) or
subsequent public nuisance activity does not occur in, on or at a rental
unit within that one (1) year period, or, in the case of a multi-family
residential structure, to insure that a sixth (6) or subsequent public
nuisance activity does not occur within that one (1) year period;
(ii) Explain that, in the event of a subsequent occurrence of a public nuisance
activity on that property, the Chief of Police may declare the property a
chronic public nuisance, such that the landlord's Residential Operator's
License shall be subject to suspension or revocation; and
(iii) Recommend that landlord enforce the crime free lease provision through
eviction or take such other reasonable corrective action as the Chief of
Police deems necessary.
(iv) Notify the landlord that it has the right to request a hearing before the
village manager to contest the determination of an occurrence of public
nuisance activity. Said request for a hearing must be received by the
village manager within eight (8) days following the date such notice was
personally delivered or placed in the mail. If such a request for a hearing
is not received within that time period, the Police Chiefs determination
shall become final.
(c) Said notice shall be served by regular U.S. mail or by personal service.
2. Whenever the Chief of Police, or his/her designee, receives subsequent police reports of
any law enforcement agency lawfully exercising jurisdiction in the Village, which report or describe a
second or subsequent public nuisance activity at, in or on the same rental unit or a second, third, fourth, or
fifth or subsequent public nuisance activity at, in or on a multi-family residential structure within the
same one (1) year period or the same multi-family residential structure, the Chief of Police, or his/her
designee, shall send a notice in the form set forth in Subsection 1 above. For purpose of this Section, it is
not necessary that notices be sent for each public nuisance activity that may occur, but that two (2) pre-
abatement notices be sent in regard to public nuisance activities at a rental unit, and five (5) pre-
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abatement notices be sent in regard to such activities at a multi-family residential structure, prior to
commencement of the abatement proceedings set forth below.
C. Abatement Procedure. If, after complying with the notification procedures described in
Subsection B of this Section, the Chief of Police receives a police report documenting the occurrence of a
third or subsequent public nuisance activity at, in or on the rental unit and/or receives a police report
documenting the occurrence a sixth or subsequent public nuisance activity at, in or on a multi-family
residential structure within one (1) year of the acts or conduct with respect to which a notification was
issued, and determines that the property has become a chronic public nuisance property, the Chief of
Police shall:
1. Notify the landlord of the rental unit and/or multi-family residential structure that the
property has been declared a chronic public nuisance property. The notice shall contain the
following information:
(a) The street address or legal description sufficient for identification of the property.
(b) A statement that the Chief of Police has determined the property to be a chronic
public nuisance property with a concise description of the public nuisance activities
leading to that finding.
(c) A statement that the Chief of Police has recommended to the village manager to
revoke or suspend the Residential Operator's License pursuant to Section lOA01(C) of
the Village Code.
(d) Said notice shall be served by regular U.S. mail, or by personal service.
D. Burden of Proof, Notice.
1. In an action seeking abatement of a chronic public nuisance property by revocation or
suspension of the Landlord's Residential Operator's License, the Village shall have the initial
burden of showing by a preponderance of the evidence that the property is a chronic public
nuisance property.
2. For purpose of showing that the property is a chronic public nuisance property and that a
public nuisance has occurred on the property, the testimony of police officers to recount witness
statements shall be admissible, subject to the discretion of the hearing officer.
3. . The following are defenses to an action seeking suspension or revocation of a Residential
Operator's License:
a. That the landlord, at the time in question, could not, in the exercise of reasonable
care or diligence, determine that the property had become a chronic public nuisance
property, or could not, in spite ofthe exercise of reasonable care and diligence, control
the conduct leading to the findings that the property is a chronic public nuisance property.
b. That the public nuisance activities occurring at a rental unit were not related to
the same tenant. Public nuisance activities at a rental unit are subject to abatement under
this Section, if they occur while the rental unit is leased to the same tenant.
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4. The failure of any person to receive the notices in Subsections Band C of this Section
shall not invalidate or otherwise affect the proceedings under this Section.
E. Eviction or retaliation prohibited. It shall be unlawful for an owner to terminate the lease agreement
of a tenant or otherwise retaliate against any tenant because that tenant complained to the Police Chief
about nuisance activities on the owner's premises. Such eviction or retaliation shall be enforceable as a
violation of Section 23 .1809( 1) of this Article.
SECTION FNE: Section 23.1813, renumbered Section 23.1815, entitled, "License To Operate Multi-
Family Rental Structures", of Article 18, entitled "Residential Landlord and Tenant Regulations", of
Chapter 23, entitled "Offenses and Miscellaneous Regulations", of the Village Code, shall be amended as
follows:
A. The phrase "Multi-Family" shall be deleted in its entirety from the title to be and read as follows:
License To Operate Rental Structures
B. Subsection A shall be deleted in its entirety and a new Subsection (A), inserted, to be and read as
follows:
A. License Required:
1. It is unlawful for any person to operate, maintain or offer to rent for residential
purposes within the village a rental unit or rental structure, whether vacant or not, without
first obtaining a Residential Operator's License as provided in this Article. The license
shall be issued only to an "Inspection Group", as defined in this Article.
2. It is unlawful for a person to enter into a residential lease, either as lessor or lessee, if
the premises are posted as being unlicensed or having a revoked or suspended license.
3. It is unlawful for any person to occupy, renew a lease, offer for rent or permit
occupancy of any dwelling unit that is unlicensed or whose license is revoked or
suspended.
C. Subsection B(2) shall be deleted in its entirety, and replaced with the following:
2. All license fees for the period beginning June 1,2007, shall be due and payable on or before
June 1,2007, with such licenses expiring on August 31, 2008. Thereafter, all licenses shall be due
and payable on or before September 1, and the respective licenses shall expire on August 31 next
after the date of issue.
D. The following sentence shall be added at the end of Subsection B(3), to be and read as follows:
If, at the time of application for a license or renewal license, an applicant has been Certified as a
Residential Operator for the new licensing period, the fee shall be decreased by ten percent (10%)
as to any Inspection Group to which that certification applies.
SECTION SIX: A new Section 23.1814, entitled "Crime Free Housing", shall be inserted into Article 18,
entitled "Residential Landlord and Tenant Regulations", of Chapter 23, entitled "Offenses and
Miscellaneous Regulations", of the Village Code, with the remaining sections to be renumbered
numerically, to be and read as follows:
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23.1814 Crime Free Housing.
A. A Residential Operator's License shall not be issued until the landlord, or
designated agent, has attended and successfully completed the Crime Free Housing
Seminar, sponsored by the Village of Mount Prospect. Licenses in effect at the time of
adoption of this Section shall remain in effect for the remainder ofthe licensing year, but
shall be null and void if the landlord, or designated agent, fails to comply with the
seminar requirement by October 1,2007.
B. In the event that a landlord makes application for a Residential Operator's
License and has met all other license requirements, but a Crime Free Housing Seminar is
not available, a conditional license may be issued, effective no more than three (3)
months from the date of issuance, subject to attendance and successful completion by the
landlord, or his/her designated agent, of that seminar within that time period. Upon
completion of the Seminar within that time period, a Residential Operator's License shall
be issued for the balance of the year.
C. In the event that a designated agent attended the Crime Free Housing Seminar
to comply with this Section, and that agent is no longer employed by the landlord or
designated by the landlord to be responsible for managing the rental unit and/or multi-
family residential structure under the Residential Operator's License, the landlord, or a
newly designated agent, shall attend and successfully complete the Seminar within three
(3) months of that event.
D. A landlord of a residential rental unit or structure may be Certified as a
Residential Operator upon issuance of a Residential Operators License, a security
certificate, as described in Section 21.608(C)(2) of the Village Code, and a certificate of
completion of the community awareness training program presented by the Mount
Prospect Police Department. The Certification as a Residential Operator shall be issued
on an annual basis, subject to annual compliance with the above requirements.
E. At any time after two (2) years from the date of the issuance of a Residential
Operator's License, a Landlord or designated agent may be required to attend and
successfully complete the Crime Free Housing Seminar. Such requirement shall be
subject to the recommendation of the Crime Free Housing Coordinator to the Village
Manager, who shall consider the following in making such determination:
1. Whether the rental unit or multi-family residential structure, subject to the Residential
Operator's License, is in danger of becoming a nuisance residential rental property as
defined in this Section, and
2. Whether criminal activity is occurring on the premises and the Landlord has failed to
initiate eviction proceedings or take other appropriate action.
A Residential Operator's License shall not be renewed if attendance is required and not
completed within three (3) months of the notice to that effect. Such notice shall be
delivered or mailed to the landlord, or designated agent, at the address designated on the
most recent license application.
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F. A Crime Free Housing Coordinator, to be designated by the Chief of Police, hall
provide the Finance Director with a list of landlords andlor designated agents, who have
attended the Crime Free Housing Seminar andlor are Certified Residential Operators,
along with the dates of attendance and verification that the landlord or designated agent
has otherwise complied with the Village Code to be eligible for issuance or renewal of a
Residential Operator's License.
G. After February 1, 2007, every lease, including lease extensions, shall contain a
crime-free lease provision, the purpose of which is to make criminal activity, not limited
to violent or drug-related criminal activity, engaged by, facilitated by or permitted by the
lessee, member of the household, guest or other party under the control of the lessee, a
lease violation, and to provide the landlord with authority under that clause to initiate
eviction proceedings pursuant to state law. The crime-free lease provision shall be in
substantially the following form:
Crime Free Housing Lease Provision
Prohibition against criminal activity on premises.
1. The Tenant, any member of the tenant's household, Tenant's guest(s), and any
person under Tenant's control shall not engage in or facilitate criminal activity on the
leased premises or on Lessor's property, which includes the leased premises, at
2. The Tenant, any member of the tenant's household, Tenant's guest(s), and any
person under Tenant's control shall not permit the leased premises to be used for, or to
facilitate, criminal activity, regardless or whether the individual engaging in such activity
is a member of the household, or a guest.
3. The Tenant, any member of the tenant's household, Tenant's guest(s), and any
person under Tenant's control shall not engage in or facilitate any breach of the lease
agreement that jeopardizes the health, safety, and welfare of the landlord, his agent, or
other tenant, or involves imminent or actual serious property damage.
4. The Tenant is vicariously liable for the criminal activity of any member of the
Tenant's household, Tenant's guest(s), and any person under Tenant's control, whether or
not the Tenant had knowledge of the activity or whether or not the household member or
guest was under the Tenant's control.
5. One or more violations of subsections 1,2 or 3 of this Lease Section constitute a
substantial violation and a material noncompliance with the Lease. Any such violation is
grounds for termination of tenancy and eviction from the leased premises. Unless
otherwise required by law, proof of violation shall not require a criminal conviction, but
shall be by a preponderance of the evidence
6. In case of conflict between the provisions of this addendum and any other
provisions of the lease, the provisions of this addendum shall govern.
7. For purposes of this Lease Section, criminal activity shall mean
iManage:186263_3
(i) Any offense defined and prohibited by Article 9 (Homicide) of the Criminal Code of
1961, 720 ILCS 3/9-1, et~.
(ii) Any offense defined and prohibited by Article 10 (Kidnapping and related offenses) of
the Criminal Code of 1961, 720 ILCS 5/1 0-1, et~.
(iii) Any offenses defined and prohibited by Section 11-14 (Prostitution), Section 11-15
(Soliciting for a Prostitute), Section 11-16 (Pandering), Section 11-17 (Keeping a Place
of Prostitution), Section 11-20 (Child Pornography), or Section 11-21 (Harmful Material
to Minors) of the Criminal Code of 1961, 720 ILCS 5/11-14, 5/11-15, 5/11-16, 5/11-17,
5/11-20,5/11-20.1, and 5/11-21.
(iv) Any offense defined and prohibited by Article 12 (Bodily Harm) of the Criminal Code of
1961, 720 ILCS 5/12, et~.
(v) Any offense defined and prohibited by Article 16 (Theft) of the Criminal Code of 1961,
720 ILCS 5/16-1, et~.
(vi) Any offense defined and prohibited by Article 20-2 (Possession of Explosives or
Incendiary Devices) of the Criminal Code of 1961, 720 ILCS 5/20-2, et~.
(vii) Any offense defined and prohibited by Article 24 (Deadly Weapons) of the Criminal
Code of 1961, 720 ILCS 5/24-1, et~.
(viii) Any offenses defined and prohibited by Article 25 (Mob Action) of the Criminal Code of
1961, 720 ILCS 5/25-1 et~.
(ix) Any offense defined and prohibited by Section 26-2 (Disorderly Conduct) of the Criminal
Code of 1961, 720 ILCS 5/26-1, et~.
(x) Any offense defined and prohibited by Article 18 (Gambling) of the Criminal Code of
1961, 720 ILCS 5/28-1, et~.
(xi) Any offense defined and prohibited by Article 31 (Interference with Public Officers) of
the Criminal Code of 1961, 720 ILCS 5/31-1, et ~.
(xii) Any offense defined and prohibited by Section 6-16 (Prohibited Sales and Possession) or
Section 6-20 (Purchase or Acceptance of Gift of Liquor by Persons Under Age 21) of the
Liquor Control Act of 1934,235 ILCS 5/6-16 and 5/6-20.
(xiii) Any offense defined and prohibited by the Illinois Controlled Substances Act, 720 ILCS
570/1 00, et~.
(xiv) Any offense defined and prohibited by the Cannabis Control Act, 720 ILCS 550/1, et~.
(xv) Any inchoate offense defined and prohibited by Article 8 (Inchoate Offenses) of the
Criminal Code of 1961, 720 ILCS 5/8-1, et ~., which is relative to the commission of
any of the aforesaid principal offenses.
(xvi) Any offense defined and prohibited by Articles I through VIII of Chapter 23, "Offenses
and Miscellaneous Regulations" ofthe Village Code.
SECTION SEVEN: Section 23.1814, renumbered 23.1816, entitled "Inspections by Village", of Article
18, entitled "Residential Landlord and Tenant Regulations", of Chapter 23, entitled "Offenses and
Miscellaneous Regulations", of the Village Code, shall be amended as follows:
A. A new Subsection A(5) shall be inserted, the remaining Subsections to be renumbered
numerically, to be and read as follows:
5. Rental structures, other than multi-family rental structures, shall be subject to
inspection in response to complaints regarding noncompliance with applicable
regulations. The exterior of such structures shall also be subject to inspection as part of
the Village's routine property maintenance program. Inspections shall be conducted in
accordance with Subsections A(6) through A(9) and A(11) of this Section.
iManage:186263_3
B. Subsection A(5), renumbered A(6), shall be amended by deleting the phrase "multi family rental
residential" and inserting in its place the term "rental", to be and read as follows:
6. If any landlord, property agent, tenant or other person in control of a rental unit or
multi-family residential structure fails or refuses to consent to free access and entry to the
property for any inspection pursuant to this Article, the code official or designee may,
upon approval of the village manager, apply to the circuit court for an administrative
warrant or other appropriate court order authorizing such inspection. Such an application
shall not be a waiver of the village's right to seek other remedies pursuant to this article.
C. Subsection A(6), renumbered A(7), shall be amended by deleting the phrase "multi family" to be
and read as follows:
7. When a licensing inspection of a rental structure reveals any violation, a time period
for compliance shall be set by the code official in accordance with village property
maintenance code. The code official shall send notice of the violations and the
compliance period to the property owner or the listed property agent by regular U.S. mail
at the address provided on the most recent license application. The notice shall include
the following:
a. Identification of the property.
b. A statement listing the violations and applicable code sections;
c. The time period for compliance;
d. An explanation that if all violations have not been corrected within the compliance
time period the license is subject to suspension, revocation and nonrenewal.
SECTION EIGHT: Section 23.1818, renumbered 23.1820, entitled "Violations, Notice of Court
Proceedings", of Article 18, entitled "Residential Landlord and Tenant Regulations", of Chapter 23,
entitled "Offenses and Miscellaneous Regulations", of the Village Code, shall be amended as follows:
A. Subsection A( I) shall be deleted in its entirety and a new Subsection A( 1) inserted to be and read
as follows:
1. Violations of the licensing requirements in Section 23.1815(A).
B. Subsection B shall be deleted in its entirety and a new Subsection B inserted to be and read as
follows:
B. Before filing a complaint in court with respect to a violation of this article, the
village manager shall deliver or mail a violation notice to the landlord, operating licensee
or other party designated to receive notices and service of process on behalf of such
landlord or licensee requesting compliance, or, in the event that a tenant or lessee has
committed a violation, such notice shall be delivered or mailed to the tenant or lessee. In
the event that this Article is enforced through the Administrative Adjudication System,
the provisions for service and notice contained in Chapter 8, Article 21, of this Code shall
govern.
SECTION NINE: Section 23.1813, entitled, "License To Operate Multi-Family Rental Structures", of
Division II, "Fees, Rates and Taxes", of Appendix A of the Village Code, shall be deleted and a new
Section 23.1814, inserted as follows:
iManage:186263_3
License application fee: $40.00 per rental unit or $75.00, whichever is greater.
SECTION TEN: Section 23.1814, entitled "Inspections by Village," of Division II, "Fees, Rates and
Taxes", of Appendix A of the Village Code, shall be renumbered Section 23.1816.
SECTION ELEVEN: Section 21.607, entitled, "Enforcement Fees", of Appendix II, "Fees, Rates and
Taxes", of the Village Code, shall be deleted and a new Section 21.607, inserted, to be and read as
follows:
Monthly Enforcement Fees:
Properties with 1 to 4 dwelling units that are not in compliance within a particular complex: $100.00.
Properties with 5 to 20 dwelling units that are not in compliance within a particular complex: $200.00.
Properties with more than 20 dwelling units that are not in compliance within a particular complex:
$300.00.
SECTION TWELVE: This Ordinance shall be in full force and effect from and after its passage,
approval and publication in pamphlet form in the manner provided by law.
AYES:
NAYS:
ABSENT:
PASSED and APPROVED this
day of
,2007.
Irvana K. Wilks
Mayor
ATTEST:
M. Lisa Angell
Village Clerk
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Mount l~rospec(
~
Mount Prospect Public Works Department
INTEROFFICE MEMORANDUM
DATE:
FEBRUARY 22, 2007
TO:
VILLAGE MANAGER MICHAEL E. JANONIS
FROM:
DIRECTOR OF PUBLIC WORKS
SUBJECT:
CONSTRUCTIONIREP AIRS OF INFRASTRUCTURE ON STATE
HIGHWAYS
For many years, the Illinois Department of Transportation has required municipalities, including
Mount Prospect, to pass resolutions in lieu of surety bonds in order to perform emergency
construction work within State of Illinois rights-of-way. The resolution remains in effect for two
years.
Attached is a copy of a sample new resolution from the State of Illinois, which will cover us for
the years 2007 and 2008.
I would greatly appreciate it if you could ask Lisa Angell to prepare the resolution and schedule
it for passage at the March 6, 2007 Village Board meeting. Also, please have Lisa send the
signed resolution to me for mailing to IDOT.
Thank you.
Glen R. Andler
GRA/sk
attach.
H:\Administration\ST AGENCS\IDOT\ROWRes07 .doc
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1
it
RESOLUTION NO.
A RESOLUTION IN LIEU OF A SURETY BOND IN ORDER
TO PERFORM SPECIFIC CONSTRUCTION WORK WITHIN
STATE OF ILLINOIS RIGHTS-OF-WAY
WHEREAS, the Village of Mount Prospect, County of Cook, State ot Illinois, desires to
undertake in the years of 2007 and 2008, the location, construction, operation and
maintenance of driveways and street returns, watermains, sanitary and storms sewers,
street lights, traffic signals, sidewalk, landscaping etc., on State highways (rights-ot-
way) within the corporate limits of the Village of Mount Prospect, which by law and/or
agreement come under the jurisdiction and control the Department of Transportation of
the State of Illinois; and
WHEREAS, an individual working permit must be obtained from the Department
Transportation of the State of Illinois prior to any of the aforesaid installations being
constructed either by the Village of Mount Prospect or by a private person of firm under
contract and supervision of the Village of Mount Prospect.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND BOARD OF
TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS:
SECTION ONE: That the Village of Mount Prospect hereby pledges its good faith
and guarantees that all work shall be performed in accordance with conditions of the
permit to be granted by the Department of Transportation of the State of Illinois, and to
hold the State of Illinois harmless on account of any damages that may occur to
persons or property during the prosecution of such work, and assume all liability for
damages to persons or property due to accidents or otherwise by reason of the work
which is to be performed under the provision of said permit.
SECTION TWO: That authorized officials of the Village of Mount Prospect are
hereby instructed and authorized to sign said working permit on behalf of the Village of
Mount Prospect.
SECTION THREE: That this Resolution shall be in full force and effect from and after its
passage and approval in the manner provided by law.
AYES:
NAYS:
PASSED and APPROVED this day of March, 2007.
Irvana K. Wilks
Mayor
ATTEST:
M. Lisa Angell
Village Clerk
H:\CLKO\files\WIN\RES\ID01WORKPERMITMARCH6,2007.doc
Village of Mount Prospect
Community Development Department
Mount Prospect
MEMORANDUM
TO:
FROM:
MICHAEL E. JANONIS, VILLAGE MANAGER
DIRECTOR OF COMMUNITY DEVELOPMENT
DATE:
FEBRUARY 26, 2007
RESOLUTION APPROVING THE 2007 OFFICIAL ZONING MAP
SUBJECT:
Attached to this memorandum is a resolution that adopts the 2007 Official Zoning Map for the Village of
Mount Prospect. State Statutes require that the Village Board approve the Map by March 31st of each
year to reflect the changes that have occurred in the previous calendar year.
Staff has completed all the necessary modifications to the Map and requests that the Village Board
approve the attached resolution as submitted. Please forward this memorandum to the Village Board
for the review and consideration at their March 6th meeting. Staff will be present at the meeting to
further discuss this matter.
mla
2/26/07
RESOLUTION NO.
A RESOLUTION ADOPTING THE 2007 OFFICIAL ZONING MAP
FOR THE VILLAGE OF MOUNT PROSPECT. COOK COUNTY, ILLINOIS
WHEREAS, as mandated by the Illinois Compiled Statutes 5/11-13-19, the Corporate
Authorities shall cause to be published no later than March 31 of each year, a map
showing the existing zoning uses, divisions, restrictions, regulations and classifications
for such municipality for the preceding year.
NOW, THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF
TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS
ACTING IN THE EXERCISE OF THEIR HOME RULE POWERS:
SECTION ONE: The President and Board of Trustees of the Village of Mount Prospect
do hereby adopt and approve the 2007 Mount Prospect Official Zoning Map, attached
hereto and presented as "Exhibit A".
SECTION TWO: This resolution shall be in full force and effect from and after its
passage, approval and publication in the manner provided by law.
AYES:
NAYS:
ABSENT:
PASSED and APPROVED this
day of March, 2007.
Irvana K. Wilks
Mayor
ATTEST:
M. Lisa Angell
Village Clerk
H:\CLKO\files\WIN\RES\Zoning Map,2007.doc
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