HomeMy WebLinkAboutPacket - 06/07/2021 - City CouncilThe City of McHenry is dedicated to providing its citizens, businesses, and visitors with the highest quality of programs and services in
a customer-oriented, efficient, and fiscally responsible manner.
AGENDA
REGULAR CITY COUNCIL MEETING
Monday, June 7, 2021, 7:00 p.m.
In light of the current COVID-19 public health emergency, this meeting will be held remotely only.
The public can observe and participate by connecting online via Zoom at https://cityofmchenry.zoom.us/j/98250165186
Or call 312-626-6799, Meeting ID: 982 5016 5186
1.Call to Order.
2.Roll Call.
3.Pledge of Allegiance.
4.Public Comments:
If you wish to submit any public comment, please email: dmorefield@cityofmchenry.org in advance of the meeting. The
City will read such public comments during the public commentary portion of the meeting and the comments will be
entered into the official record of the meeting. Any comments received during the meeting will be provided in writing to
the Council after the meeting.
5.Consent Agenda: Motion to Approve the following Consent Agenda Items:
A.Resolution authorizing the destruction of any Executive Session recordings that have existed for
more than 18 months and for which the minutes of that meeting have been approved; (Deputy
City Clerk Johnson)
B.Ordinance authorizing the Mayor to enter into a contract with Patrick Engineering Inc. for
engineering design services for Route 31 Utility Relocation and the award of a con tract in the
amount of $258,566.00 to Patrick Engineering for engineering design services for Route 31
Utility Relocation; (Public Works Director Strange)
C.Ordinance amending Section 7-4-25 Fifteen Minute Parking of the Municipal Code by adding a
single, fifteen minute parking spot on the west side of N. Court Street in front of 1305 N. Court
Street; (Police Chief Birk)
D.Budgeted purchase of a Cues Pierpoint C550 LSP Sewer Televising Camera from EJ Equipment
of Manteno, Illinois in the amount of $63,650.00; (Public Works Director Strange)
E.City Council consent and approval of Mayor Jett’s appointments to Standing Committees of the
City Council for the period May 1, 2021 through April 30, 2022; (Mayor Jett)
F.City Council consent and approval of Mayor Jett’s appointment of Thomas Settles to the vacant
McHenry Police Pension Board of Trustees position which runs from May 2021 and expires on
April 30th, 2023; (Mayor Jett)
G.Parks & Recreation Facilities & Special Use permit requests; (Parks & Recreation Director
Hobson)
H.May 17, 2021 City Council Meeting Minutes;
I.Issuance of Checks in the amount of $294,958.98.
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6.Individual Action Item Agenda.
A.Motion to approve a Video Gaming License for the Hub Market, located at 1210 N. Green Street
subject to the execution of a Video Gaming Development Agreement . (Deputy City Clerk
Johnson)
B.Motion to approve an Ordinance amending the FY21/22 Hotel/Motel Tax Fund in the amount of
$22,022.38 to fund the City’s portion of Eastern Gateway Entrance Sign. (Economic
Development Director Martin)
C.Motion to enter into a Commercial Tenant Grant Agreement with the owners of B and B Auto in
an amount not-to-exceed $15,000. (Economic Development Director Martin)
D.Motion to approve a Façade Improvement Grant with the owners of B and B Auto in an amount
not-to-exceed $3,500. (Economic Development Director Martin)
E.Motion to approve four (4) Ordinances (6.E.1, 6.E.2, 6.E.3, and 6.E.4) related to the Continental
Properties - Authentix McHenry Integrated Design District Developmen t. (Staff)
1.Ordinance Approving Variations, Zoning Map Amendment, And Conditional Use Permit
For The Authentix McHenry Integrated Design District Development Located East Of The
Intersection Of N. Richmond Road And Blake Boulevard
2.Ordinance Approving a Preliminary and Final Plat of Subdivision of Authentix at McHenry
3.Ordinance Proposing The Establishment Of A Backup Special Service Area #12 In The
City Of McHenry, McHenry County, Illinois, And To Levy Taxes For The Purpose Of
Paying The Cost Of Providing Special Services In And For Such Area If The Property
Owners Fail To Provide Said Services.
4.Ordinance Authorizing the Mayor’s Execution of a Development Agreement with
Continental Properties.
7.Discussion Items.
8.Staff Reports.
A.June 7, 2021 Staff Report Provided.
9.Mayor’s Report.
10.City Council Comments.
11.Adjourn.
The complete City Council packet is available for review online via the City website at www.cityofmchenry.org. For further
information, please contact the Office of the City Administrator at 815-363-2108.
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Office of the City Clerk
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2108
Fax: (815) 363-2119
cityofmchenry.org
The City of McHenry is dedicated to providing its citizens, businesses, and visitors with the highest quality of programs and
services in a customer-oriented, efficient, and fiscally responsible manner.
INDIVIDUAL ACTION ITEM
DATE: June 7, 2021
TO: Mayor and City Council
FROM: Monte Johnson, Deputy City Clerk
RE: Semi-Annual Review of Executive Session Meeting Minutes
ATT: Resolution, list of minutes and recordings
_____________________________________________________________________________
AGENDA ITEM SUMMARY:
Pursuant to the Illinois Open Meetings Act, a semi-annual review of minutes and recordings of all closed
executive sessions that have not yet been released for public review must be conducted semi-annually.
BACKGROUND:
The determination of which minutes, if any that may be released is based on the advice of legal counsel.
The Act also permits the destruction of executive session recordings that exists more than 18 months after
the date the meeting was recorded.
Executive Session minutes presented for approval and release:
There has only been one executive session meeting since the last review, and it is not ready for release as
the issue has not been resolved and we still need confidentiality. This was at the 5/17/21 meeting.
Upon approval of the attached Resolution in Open Session, the following list of recordings will be
destroyed: 6/17/19, 6/24/19, 9/16/19, 10/7/19.
Recommendation: If Council concurs, then it is recommended a motion is made in Open Session to
pass the attached Resolution approving the destruction of any executive session recordings that
exist more than 18 months.
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RESOLUTION 21-
WHEREAS, the Illinois Open Meetings Act specifies that Executive Session minutes be
reviewed at least once every six months; and
WHEREAS, upon advice from Counsel, the McHenry City Council recommends keeping the
following Executive Session minutes closed as the need for confidentiality still exists:
5/17/21 5ILCS 120/2(c)(5) Purchase or Lease of Real Property
WHEREAS, there are no other Executive Session minutes that have not yet been released.
NOW THEREFORE, BE IT RESOLVED as specified in the Illinois Open Meetings Act that
authorization is hereby granted to destroy all Executive Session recordings that exists more than 18
months prior to the date of this Resolution.
BE IT FURTHER RESOLVED that a copy of this Resolution shall be made a permanent part of the
City Council minutes.
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Monte Johnson, Deputy City Clerk
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Department of Public Works
Troy Strange, P.E., Director of Public Works
1415 Industrial Drive
McHenry, Illinois 60050
Phone: (815) 363‐2186
Fax: (815) 363‐2214
www.cityofmchenry.org
The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest
quality of programs and services in a customer‐oriented, efficient and fiscally responsible manner.
CONSENT AGENDA SUPPLEMENT
DATE: June 7, 2021
TO: Mayor and City Council
FROM: Troy Strange, P.E., Director of Public Works
RE:Route 31 Utility Relocation Design Engineering
ATT: Ordinance Authorizing the Mayor to Enter a Contract with Patrick Engineering Inc.
Patrick Engineering Inc. Scope and Fee Proposal
City of McHenry Engineering Contract Document for Execution
______________________________________________________________________________
AGENDA ITEM SUMMARY:
Staff requests City Council to consider approval of an ordinance exercising the City’s Home Rule Authority
authorizing the Mayor to enter into a contract with Patrick Engineering, Inc. for Engineering Design
Services for Route 31 Utility Relocation. Staff further requests City Council to consider awarding a contract
to Patrick Engineering, Inc. for Engineering Design Services for Route 31 Utility Relocation.
BACKGROUND:
The Fiscal Year 2021/22 Water and Sewer Fund Capital Budget includes $300,000 for utility relocation
design services in advance of the reconstruction of Route 31 within the corporate limits of the City of
McHenry.
In 2020 the Illinois Department of Transportation (IDOT) received Phase I Preliminary Design approval
from the Federal Highway Administration (FHWA) for the reconstruction of Illinois Route 31 from Crystal
Lake to McHenry. The project, when completed will widen Route 31 to a five lane section, add a parallel
running multi‐use path throughout the project limits, and improve several intersections along the
alignment. Because of this widened cross section all public utilities contained within the State right of
way (ROW) will need to be relocated out of potential conflict with the proposed IDOT construction. At
the end of the Phase I Engineering process IDOT provided the City of McHenry with a listing of utility
conflicts and necessary relocations along with estimated relocation costs. Because the City of McHenry is
a utility operating within the State ROW, utility relocation costs are borne by the utility operator.
Phase II Engineering will be kicking off within the next few months and is anticipated to take approximately
two years with ROW acquisition to follow shortly thereafter. IDOT is under contract with Patrick
Engineering, Inc. for the completion of Phase II Engineering services. Staff has been having discussions
and has met several times with Patrick Engineering to discuss the City’s interests in the project. Because
of their control over the Phase II design process which includes utility conflict analysis and storm sewer
design, staff has been in discussions with Patrick Engineering regarding design services for utility
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relocation. Staff are recommending the utilization of Patrick Engineering because their role as Phase II
consultant will provide a direct line of communication with IDOT’s design team, potentially minimize
relocation quantities and costs, and create greater accountability as to the accuracy of the relocation
design. IDOT is currently projecting construction beginning in 2024 and utilities must be relocated one
year in advance of the proposed construction. Staff is proposing that the relocation design is completed
during FY2021/2022 with relocation to be completed the following year and in advance of the IDOT
construction project.
Because Patrick Engineering, Inc. is not a prequalified engineering firm with the City of McHenry, staff is
recommending that a separate ordinance be passed for the exercise of the City’s Home Rule Authority to
waive the requirements of the Illinois Local Government Professional Services Selection Act.
ANALYSIS:
Staff has solicited a proposal and negotiated the proposed scope and fee with the selected consultant
based upon project requirements, budget, and schedule. Patrick Engineering, Inc. is proposing a
comprehensive scope and fee of $258,566.00 which includes all engineering work necessary to design all
necessary utility relocation and to provide necessary construction support (not including Phase III
Engineering) during the construction phase of the project. Staff has reviewed the scope and fee and has
found the proposed scope and fee to be acceptable.
RECOMMENDATION:
Therefore, if Council concurs, it is recommended to approve an ordinance exercising the City’s Home
Rule Authority authorizing the Mayor to enter into a contract with Patrick Engineering, Inc. for
Engineering Design Services for Route 31 Utility Relocation. Staff further requests City Council to
consider awarding a contract in the amount of $258,566.00 to Patrick Engineering, Inc. for Engineering
Design Services for Route 31 Utility Relocation.
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McHenry County
SCOPE OF SERVICES
Phase II Engineering
Relocation of Watermain and Sanitary sewer
IL Route 31 from Veteran’s Parkway to IL Route 120
Patrick Engineering Inc.
Submittal #1 April 16, 2021
Submittal #2 May 4, 2021
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TABLE OF CONTENTS
1.0 Project Understanding ..................................................................................................................... 1
1.1 General Understanding .......................................................................................................... 1
1.2 General Scope of Work .......................................................................................................... 1
1.3 Standards in Effect at Time of Contract Execution ................................................................ 3
2.0 Project Management ....................................................................................................................... 3
3.0 CAD and Data Management ............................................................................................................ 3
4.0 Quantity calculations ....................................................................................................................... 3
5.0 Specifications and estimates ........................................................................................................... 3
5.1 Specifications ......................................................................................................................... 3
5.2 Engineer’s Estimate of Probable Cost .................................................................................... 4
5.3 Estimate of Time .................................................................................................................... 4
6.0 Traffic Control Plans ......................................................................................................................... 4
7.0 Erosion and Sediment Control ......................................................................................................... 4
8.0 Utility Coordination.......................................................................................................................... 4
8.1 Phase I Utility Review ............................................................................................................. 4
8.2 Subsurface Utility Engineering (SUE) Plans ............................................................................ 4
9.0 Special Waste ................................................................................................................................... 5
10.0 Permitting ........................................................................................................................................ 5
10.1 Sanitary sewer construction .................................................................................................. 5
10.2 Watermain construction ........................................................................................................ 5
11.0 Right-of-Way (ROW) and Plat of Highways ...................................................................................... 6
12.0 Meetings .......................................................................................................................................... 6
13.0 Quality Assurance and Quality Control ............................................................................................ 6
14.0 Submittals /Deliverables .................................................................................................................. 6
15.0 Exclusions and Supplemental Services ............................................................................................ 7
16.0 Post-contract Coordination.............................................................................................................. 8
16.1 Phase III Meetings .................................................................................................................. 8
16.2 Requests for Information (RFIs) ............................................................................................. 8
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1.0 PROJECT UNDERSTANDING
1.1 GENERAL UNDERSTANDING
The City of McHenry proposes to relocate watermain and sanitary sewers that are within the
limits of the proposed widened pavement of Illinois Route 31 (IL Route 31) from Veteran’s
Parkway to Illinois Route 120 (IL Route 120) and along IL Route 120 from IL Route 31 to Boone
Creek in McHenry County, Illinois. The City also intends to maintain the sanitary sewer at the
southwest corner of IL Route 120 and Boone Creek, to resolve conflict with a major storm
sewer and a proposed detention pond. IDOT has planned to widen IL Route 31 (IL Route 176
to IL Route 120) to provide two through lanes in each direction separated by a median, re-
designed intersections, new traffic signal installations, retaining walls and drainage
improvements.
Major culverts are proposed to be replaced, which will improve wildlife crossings, and a new
three-span bridge is proposed to replace an existing culvert and reduce IL Route 31 pavement
flooding near downtown McHenry. A detention pond is proposed at the southwest portion of
IL Route 120 and Boone Creek. IDOT District One recently completed a Phase I Engineering
Study (P-91-135-99) that details the overall proposed improvements along IL Route 31 and IL
Route 120. The Phase II final design is planned to start in the middle of 2021 with Patrick
Engineering Inc. being the prime consultant.
1.2 GENERAL SCOPE OF WORK
Patrick Engineering Inc. (Consultant) will survey the existing sanitary sewer to obtain existing
rim elevations/locations, inverts, and pipe sizes of the sanitary sewer, prepare design plans for
relocation of the sanitary sewer and watermain along with applicable permits, and other
necessary work to complete the contract plans. The Consultant will coordinate both
relocations with other utilities and pavement appurtenances of IDOT’s Phase II project. The
plans will be prepared per City of McHenry’s and IDOT’s policies and procedures, local agency
requirements, and applicable manuals and schedules in force at the time of this agreement.
Approximately 1.0 mile of sanitary sewer and 3.0 miles of watermain will be relocated 5 feet
beyond the proposed curb line of IL Route 31.
Sanitary sewer relocation:
The Consultant will review the video of the televised sewer provided by the City, to locate the
sewer laterals and prepare a Condition Assessment Report that will include a
recommendation to relocate the entire sanitary sewer, a portion of it, or line it. The
recommendation will include estimated construction costs. If the City chooses the
recommendation to line the sewer, the consultant will approach IDOT for approval. The sewer
will be relocated if IDOT rejects the recommendation of lining the sewer.
It is assumed that the sanitary sewer relocation work will be executed by the City of McHenry
and one contract package will be compiled for that work only. The three milestones related to
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the development of construction contract documents will be Preliminary (60% complete),
Final (100% complete) and Bid. Submittals will be made at each milestone.
In general, the scope of work includes:
A. Review the existing sewer layout from IDOT’s Phase I plans and update per survey
information and City of McHenry’s GIS data.
B. Lay out the sanitary sewer alignment so that it will be located, where possible, 5 feet
beyond the proposed curb line of IL Route 31.
C. Set the horizontal and vertical sewer alignment to provide the required IEPA clearances
from water lines.
D. Coordinate to resolve conflicts with existing utilities and utilities that will be relocated.
E. Coordinate with IDOT’s IL Route 31 project to avoid conflict with the existing sanitary
sewer at the proposed detention pond adjacent to Boone creek.
F. Coordinate with City of McHenry for sanitary sewer layout.
G. Abandon/Remove the existing sanitary sewer and its related manholes.
H. Erosion Control plans.
I. Pavement restoration and maintenance of traffic/detour plans.
J. Specifications, summary of quantities, engineer’s estimate of probable cost.
K. Bid package documents
L. Bid support (RFI, issuance of addendums)
Watermain relocation:
The watermain relocation plans are anticipated to be part of IDOT’s Phase II plans for IL Route
31 widening and construction of the watermain will be executed under a separate contract by
IDOT.
A copy of each Phase II submittal will be made to the City of McHenry and IDOT. The
milestone submittals planned for IDOT work are Preliminary (60% complete), Pre-Final (95%
complete) and Final (100% complete).
Following is the general scope of work:
A. Review the existing watermain layout from IDOT’s Phase I plans and update per City of
McHenry’s GIS data.
B. Lay out the proposed watermain alignment and the related appurtenances so that it will
be located, where possible, 5 feet beyond the proposed curb line of IL Route 31.
C. Set the horizontal and vertical alignment of the watermain to provide the required IEPA
clearances with storm and sanitary sewers.
D. Coordinate to resolve conflicts with other existing utilities and utilities that will be
relocated.
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Relocation of Watermain and Sanitary sewer 5/4/2021
E. Abandon/Remove the existing watermain and its related valve vaults, buffalo boxes and
fire hydrants.
F. Apply and obtain an IEPA permit.
G. Specifications, summary of quantities, engineer’s estimate of probable cost.
1.3 STANDARDS IN EFFECT AT TIME OF CONTRACT EXECUTION
The contract documents will be developed according to City of McHenry, IDOT and applicable
local standards and requirements in effect at time of contract execution.
2.0 PROJECT MANAGEMENT
This task includes the overall project management tasks for the Phase II Contract Plans. Project
administration includes managing the day-to-day work effort on the project to ensure an efficient
project development process including work force allocations, budget oversight, schedule oversight to
ensure project milestones are being met, and project reporting and invoicing. Progress reports will be
submitted to the City with each monthly invoice submitted.
3.0 CAD AND DATA MANAGEMENT
This project will be completed utilizing MicroStation for the sanitary sewer contract and for the
watermain plans. Below is summary of the associated work:
A. Consultant will prepare the plans with current IDOT’s CAD standards.
B. Plans will be prepared at 1” = 50’ scale.
C. Plan sheets will be developed in MicroStation format using IDOT Plan Preparation
Guidelines. 11”x17” size scalable prints of the plans will be submitted. The plans will also
be submitted in PDF format.
D. Translate City of McHenry’s GIS data to CAD format.
E. The existing Phase I TIN will not be utilized. A new Terrain Model created in IDOT’s
Phase II contract will be used.
4.0 QUANTITY CALCULATIONS
Quantity calculations will be prepared with detailed breakdowns for each pay item and submitted in PDF
format. Quantity calculations will be checked and signed by the originator and the checker.
5.0 SPECIFICATIONS AND ESTIMATES
5.1 SPECIFICATIONS
Consultant will prepare specifications (as applicable) for inclusion in the contract documents
at the preliminary, pre-final and final submittals.
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5.2 ENGINEER’S ESTIMATE OF PROBABLE COST
An estimate of probable cost will be prepared for each submittal during design progress for
each of the pay items. The probable cost of construction will be prepared according to the
current practices of IDOT and will include all items of work required for the complete
construction of the work, including all temporary work necessary. The unit prices to be used
will be in accordance with the methods used by IDOT.
5.3 ESTIMATE OF TIME
The expected duration of construction time will be determined and provided in tabular format
using BDE form 220a. The estimate of time will be included in the final submittal only.
6.0 TRAFFIC CONTROL PLANS
For sanitary sewer construction only: A Maintenance of Traffic (MOT) schematic plan will be submitted
to the City before development of the MOT plan sheets.
A Traffic Control plan describing the construction staging along IL Route 31 will be prepared. It is
assumed that phased construction staging lane closures will be utilized per IDOT standards. The manner
in which vehicular and pedestrian traffic will be maintained will be clearly described. Traffic Control
notes and typical sections will also be included.
7.0 EROSION AND SEDIMENT CONTROL
An erosion control plan will be prepared for the final submittal, to provide temporary control systems to
prevent erosion and sediment load to the sewer systems, landscaped areas, wetlands, and water bodies.
The Erosion and Sediment Control Plan will be prepared in accordance with applicable local, state, and
federal requirements. Erosion control measures and best management practices will include silt fence,
inlet filters, and temporary seeding and mulching.
8.0 UTILITY COORDINATION
8.1 PHASE I UTILITY REVIEW
Consultant will review utility data obtained in Phase I and GIS utility data provided by City of
McHenry.
8.2 SUBSURFACE UTILITY ENGINEERING (SUE) PLANS
IDOT will perform a SUE Study for the project corridor as part of the IDOT Phase II project. A
3D model of the SUE Study data will be developed by IDOT utilizing MicroStation/CONNECT
and provided to the Consultant. Conflicts will be checked against SUE data and resolved in the
finalization of the watermain and sanitary sewer layouts.
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9.0 SPECIAL WASTE
A Preliminary Environmental Site Assessment (PESA) was conducted during the Phase I study. This
report will be used to identify soils with recognized environmental conditions (RECs) that may be
encountered and require special handling/disposal during the construction of the sanitary sewer. A new
Preliminary Environmental Site Assessment (PESA) will be made in Phase II by others.
10.0 PERMITTING
10.1 SANITARY SEWER CONSTRUCTION
It is assumed that municipal permits from the City of McHenry will not be required, but will be
coordinated with the City. Any required permit fees, where applicable, are assumed to be paid
by the City of McHenry.
Regulatory agency coordination is anticipated to acquire the permits necessary for the project. It
is assumed that any permits required from the U.S. Army Corps of Engineers (USACE), the Illinois
Environmental Protection Agency (IEPA), and the Illinois Department of Natural Resources /
Office of Water Resources (IDNR/OWR) will be completed as part of the IDOT Phase II contract
and will cover the work related to sanitary sewer relocation.
It is assumed that the construction disturbance will be less than one acre and therefore a NPDES
permit and construction SWPP will not be required. It is assumed that an Agricultural Resources
permit will not be required. Cultural Resources and Endangered Species clearances were
obtained during Phase I. It is also assumed that Borrow/Use Area permits will be obtained by
the contractor.
10.2 WATERMAIN CONSTRUCTION
Consultant will obtain a Permit for Watermain construction from the Illinois Environmental
Protection Agency (IEPA). As part of this permit application, the City of McHenry will provide
Consultant with water supply system information required for the permit.
The following permits will be sought by others, as part of the IDOT Phase II roadway
construction contract and are not part of this contract.
1. Any required municipal permits from the City of McHenry
2. Section 401 Water Quality Certification
3. Section 402 National Pollutant discharge elimination system (NPDES)
4. USACE Section 404 Permit
5. IDNR/OWR construction in floodway permit
It is assumed that Agricultural Resources permit, IHPA permit, and a McHenry County Soil &
Water (NRI) report will not be required. Cultural Resources and Endangered Species
clearances were obtained during Phase I. It is also assumed that Borrow/Use Area permits will
be obtained by the contractor.
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11.0 RIGHT-OF-WAY (ROW) AND PLAT OF HIGHWAYS
Additional ROW, temporary and permanent easements required for widening of IL Route 31 is noted in
the Phase I plans. ROW coordination, ROW acquisition and preparation of the plat of Highways will be
part of IDOT Phase II contract.
12.0 MEETINGS
The following meetings are included in this scope:
A. One (1) project kickoff meeting
B. One (1) preliminary plan review meeting
C. One (1) final plan review meeting
13.0 QUALITY ASSURANCE AND QUALITY CONTROL
A Quality Assurance and Quality Control (QA/QC) plan will be developed to address the unique aspects
and specific deliverables for this project. The QA/QC plan will outline processes for project planning,
including design input, outputs, review and verification. The Quality Plan also will outline internal
processes, such as standardization, internal project audits, and monitoring of deliverables.
Consultant will perform the following reviews prior to each of the three milestone submittals:
Quality Control Check by the Project Manager;
Peer Review by Senior Engineers not involved with project on a daily basis; and
Constructability Review by a Senior Construction Engineer.
14.0 SUBMITTALS /DELIVERABLES
For the Sanitary sewer relocation contract, there will be three submittals: Preliminary (60%), Final
(100%) and Bid. Comments received will be addressed and dispositions of comments will be prepared.
A. Preliminary Contract Plans (60%)
i) City of McHenry – 4 sets of 11”x17” size plans, specifications, and PDF of all
ii) To Utility owners – PDF’s of plans
B. Final Contract Plans (100%)
i) City of McHenry – 4 sets of 11”x17” size plans, specifications, and PDF of all
ii) To Utility owners – PDF’s of plans
iii) IDOT - 6 sets of 11”x17” size plans and specifications
C. Bid Contract Plans
i) City of McHenry – 4 sets of 11”x17” size plans, specifications, and PDF of all
D. Final Quantity Calculations
i) City of McHenry – 2 copies and PDF
E. Engineer’s estimate of probable cost at each submittal
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F. Construction Schedule/Estimate of Time at 100% submittal.
G. Consultant will submit one hard copy of 11" x 17” contract plans to the Village of Prairie
Grove and Nunda Township (unincorporated McHenry County for review and comment
at the Final submittal (100%).
For the watermain relocation work, a copy of each Phase II submittal made to IDOT will be forwarded to
the City of McHenry. The milestone submittals planned for IDOT work are Preliminary (60%), Pre-Final
(95%) and Final (100%).
15.0 EXCLUSIONS AND SUPPLEMENTAL SERVICES
The following services are not included in CONSULTANT’s scope. If such services are required, an
additional supplemental contract for the necessary services will be required:
A. Relocation of watermain and sanitary sewer along IL Route 120 between Borden St. and
Richmond Rd except for resolving a sanitary sewer conflict between sta. 301+80 to sta.
303+30.
B. If during coordination, it is determined by the City of McHenry that
relocation/replacement of the sanitary sewer and watermain is beyond the lengths,
these modifications will be considered a change in the scope of services, and additional
or supplemental fees will be required.
C. Modeling to determine water main sizing or water system balancing.
D. Modeling to determine sanitary sewer sizing.
E. All manholes are assumed to be precast for the purposes of this contract; therefore,
structural design of manholes is not included.
F. Coordination with Utility owners to obtain utility atlases from companies;
G. Right-of-Way Acquisitions/Negotiations;
H. Plats of Highways;
I. Boundary Surveys and Legal Descriptions;
J. A topographic survey and measure downs to collect the rims, inverts, and size of the
watermain. The City will provide the Consultant with their GIS data which will include,
the watermain inverts of pipes, elevation of the structure bottoms, as well as size and
type of pipes.
K. Detailed ROW survey, analysis, or boundary computations;
L. Construction Layout and/or Construction Observation;
M. Any required municipal permits from the City of McHenry;
N. Section 401 Water Quality Certification;
O. Section 402 National Pollutant discharge elimination system (NPDES);
P. USACE Section 404 Permit; and
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Q. IDNR/OWR construction in floodway permit.
R. Phase III construction observation
16.0 POST-CONTRACT COORDINATION
The post-contract coordination will include the following tasks:
16.1 PHASE III MEETINGS
A. Attendance at a pre-bid meeting (2 people);
B. Attendance at a pre-construction meeting (2 people); and
C. Attendance at four field meetings (2 people)
16.2 REQUESTS FOR INFORMATION (RFIS)
Responding to Contractor RFIs. Consultant will review and provide responses up to 50 RFIs.
RFIs above 50 may result in a supplement. Consultant will revise the plans as necessary to
reflect changes and will provide revised plans for distribution.
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Bureau of Design and Environment
Prepared By: Consultant
PAYROLL ESCALATION TABLE
FIXED RAISES
FIRM NAME DATE 05/04/21
PRIME/SUPPLEMENT PTB-ITEM#1
Prepared By
CONTRACT TERM 24 MONTHS OVERHEAD RATE 148.47%
START DATE 6/1/2021 COMPLEXITY FACTOR 0
RAISE DATE 1/1/2022 % OF RAISE 3%
END DATE 5/31/2023
ESCALATION PER YEAR
year First date Last date Months % of Contract
0 6/1/2021 1/1/2022 7 29.17%
1 1/2/2022 1/1/2023 12 51.50%
2 1/2/2023 6/1/2023 5 22.10%
The total escalation =2.77%
Patrick Engineering Inc
Prime
Patrick Engineering Inc
Printed 5/4/2021 2:36 PM Page 1 of 6 BDE 3608 Template (Rev. 10/19/17)
17
Bureau of Design and Environment
Prepared By: Consultant
FIRM NAME Patrick Engineering Inc DATE 05/04/21
PRIME/SUPPLEMENT Prime
PTB-ITEM #1
ESCALATION FACTOR 2.77%
Note: Rates should be capped on the AVG 1 tab as necessary
IDOT
CLASSIFICATION PAYROLL RATES CALCULATED RATE
ON FILE
Principal $75.90 $78.00
Project Manager $75.90 $78.00
Project Engineer 3/4 $64.31 $66.09
Project Engineer 1/2 $47.98 $49.31
Staff Engineer 3 $44.71 $45.95
Staff Engineer 2 $39.09 $40.17
Staff Engineer 1 $33.32 $34.24
CAD Designer $33.32 $34.24
Administrative Assistant $29.80 $30.63
Survey Manager/Director $71.71 $73.70
Project Surveyor $43.31 $44.51
Staff Surveyor $37.64 $38.68
PAYROLL RATES
Printed 5/4/2021 2:36 PM Page 2 of 6 BDE 3608 Template (Rev. 10/19/17)
18
Bureau of Design and Environment
Prepared By: Consultant
FIRM NAME Patrick Engineering Inc DATE 05/04/21
PRIME/SUPPLEMENT Prime
PTB-ITEM #1
NAME Direct Labor Total Contribution to Prime Consultant
Total 0.00 0.00
Subconsultants
Printed 5/4/2021 2:36 PM Page 3 of 6 BDE 3608 Template (Rev. 10/19/17)
19
Bureau of Design and Environment
Prepared By: Consultant
COST ESTIMATE OF CONSULTANT SERVICES
FIRM Patrick Engineering Inc DATE 05/04/21
PTB-ITEM #1 OVERHEAD RATE 148.47%
PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR 0
DBE OVERHEAD SERVICES % OF
DROP ITEM MANHOURS PAYROLL &DIRECT FIXED BY DBE TOTAL GRAND
BOX FRINGE BENF COSTS FEE OTHERS TOTAL TOTAL
(A)(B)( C )(D)(E)(G)(H)(B-G)
Data Collection & Eval 212 9,653 14,332 500 3,572 - 28,057 10.85%
Sanitary Sewer Reloc Plans 552 28,463 42,260 10,531 - 81,254 31.42%
Watermain Reloc Plans 388 20,408 30,300 7,551 - 58,259 22.53%
Permit Applications 40 2,112 3,135 781 - 6,028 2.33%
Submittals 88 4,395 6,525 500 1,626 - 13,046 5.05%
Meetings & Coordination 160 7,976 11,842 2,951 - 22,769 8.81%
Specs & Cost Est 188 9,627 14,293 500 3,562 - 27,982 10.82%
Phase3-Post contract coord 56 2,764 4,104 1,023 - 7,891 3.05%
Progress Reports & Inv 40 1,924 2,857 712 - 5,493 2.12%
QA/QC 40 2,728 4,050 1,009 - 7,787 3.01%
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
Subconsultant DL 0 -
TOTALS 1764 90,050 133,698 1,500 33,318 - - 258,566 100.00%
223,748
DBE 0.00%
COST PLUS FIXED FEE
Printed 5/4/2021 2:36 PM Page 4 of 6 BDE 3608 Template (Rev. 10/19/17)
20
Bureau of Design and Environment
Prepared By: Consultant
AVERAGE HOURLY PROJECT RATES
FIRM Patrick Engineering Inc
PTB-ITEM#1 DATE 05/04/21
PRIME/SUPPLEMENT Prime
SHEET 1 OF 5
PAYROLL AVG TOTAL PROJ. RATES Data Collection & Eval Sanitary Sewer Reloc Plans Watermain Reloc Plans Permit Applications Submittals
HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd
CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg
Principal 78.00 0.0
Project Manager 78.00 192.0 10.88% 8.49 14 6.60% 5.15 60 10.87% 8.48 39 10.05% 7.84 4 10.00% 7.80 9 10.23% 7.98
Project Engineer 3/4 66.09 207.0 11.73% 7.76 9 4.25% 2.81 90 16.30% 10.78 80 20.62% 13.63 8 20.00% 13.22 8 9.09% 6.01
Project Engineer 1/2 49.31 629.0 35.66% 17.58 44 20.75% 10.23 193 34.96% 17.24 114 29.38% 14.49 16 40.00% 19.72 24 27.27% 13.45
Staff Engineer 3 45.95 212.0 12.02% 5.52 40 7.25% 3.33 40 10.31% 4.74 16 18.18% 8.35
Staff Engineer 2 40.17 360.0 20.41% 8.20 41 19.34% 7.77 117 21.20% 8.51 115 29.64% 11.91 12 30.00% 12.05 31 35.23% 14.15
Staff Engineer 1 34.24 0.0
CAD Designer 34.24 76.0 4.31% 1.48 24 11.32% 3.88 52 9.42% 3.23
Administrative Assistant 30.63 8.0 0.45% 0.14
Survey Manager/Director 73.70 0.0
Project Surveyor 44.51 40.0 2.27% 1.01 40 18.87% 8.40
Staff Surveyor 38.68 40.0 2.27% 0.88 40 18.87% 7.30
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TOTALS 1764.0 100% $51.05 212.0 100.00% $45.53 552.0 100% $51.56 388.0 100% $52.60 40.0 100% $52.79 88.0 100% $49.94
Printed 5/4/2021 2:36 PM Page 5 of 6 BDE 3608 Template (Rev. 10/19/17)
21
Bureau of Design and Environment
Prepared By: Consultant
'
AVERAGE HOURLY PROJECT RATES
FIRM Patrick Engineering Inc
PTB-ITEM#1 DATE 05/04/21
PRIME/SUPPLEMENT Prime
SHEET 2 OF 5
PAYROLL AVG Meetings & Coordination Specs & Cost Est Phase3-Post contract coord Progress Reports & Inv QA/QC
HOURLY Hours %Wgtd Hours %Wgtd Hours %Wgtd Hours %Wgtd Hours %Wgtd Hours %Wgtd
CLASSIFICATION RATES Part.Avg Part.Avg Part.Avg Part.Avg Part.Avg Part.Avg
Principal 78.00
Project Manager 78.00 11 6.88% 5.36 19 10.11% 7.88 8 14.29% 11.14 4 10.00% 7.80 24 60.00% 46.80
Project Engineer 3/4 66.09 8 5.00% 3.30 4 10.00% 6.61
Project Engineer 1/2 49.31 81 50.63% 24.96 113 60.11% 29.64 8 14.29% 7.04 24 60.00% 29.59 12 30.00% 14.79
Staff Engineer 3 45.95 32 20.00% 9.19 56 29.79% 13.69 24 42.86% 19.69 4 10.00% 4.59
Staff Engineer 2 40.17 28 17.50% 7.03 16 28.57% 11.48
Staff Engineer 1 34.24
CAD Designer 34.24
Administrative Assistant 30.63 8 20.00% 6.13
Survey Manager/Director 73.70
Project Surveyor 44.51
Staff Surveyor 38.68
TOTALS 160.0 100%$49.85 188.0 100%$51.21 56.0 100%$49.36 40.0 100%$48.11 40.0 100%$68.20 0.0 0%$0.00
Printed 5/4/2021 2:36 PM Page 6 of 6 BDE 3608 Template (Rev. 10/19/17)
22
Date:
05/03/2021
PEI job no:
2C1TR0022
WORK
HOURS PRELIM FINAL BID
1 Data Collection and Evaluation
Data collection and plotting - Utility atlases 56 40 16
Field trips to area (1 trip x4 hours/trip x 2 persons)8 8
Review IDOT Phase 1 files 24 24
Sanitary sewer survey verification of rims, inverts and pipe sizes 80 80
Sanitary Sewer Condition Assessment Report (CCTV by City)44 40 4
SUBTOTALS = 212
2 Sanitary Sewer Relocation Plans
CADD set up (12 sheets)40 36 4
Cover sheet 16 12 2 2
General Notes (1 sheet)16 12 4
Summary of Quantities (2 sheets)32 12 12 8
Typical sections (1 sheet)28 24 4
Alignment, Ties and Benchmarks 16 16
Existing condition and Removals plans (50 scale, 6 sheets)96 60 24 12
Erosion control Plans (50 scale, 12 sheets)56 32 16 8
Proposed Sanitary sewer Plan and Profile (50 scale, 5 sheets)124 80 32 12
Maintenance of Traffic plan (6 sheets)52 32 16 4
Pavement restoration plans (50 scale, 6 sheets)44 24 16 4
Standard Details (8 sheets)32 24 4 4
SUBTOTALS = 552
3 Watermain Relocation Plans
Summary of Quantities (2 sheets)76 40 24 12
Existing condition and Removals plans (50 scale, 6 sheets)48 24 16 8
Erosion control Plans (50 scale, 6 sheets)56 32 16 8
Proposed Watermain Plan and Profile (50 scale, 12 sheets)176 120 40 16
Standard Details (2 sheets)32 24 4 4
SUBTOTALS = 388
4 Permit Applications
IEPA - Watermain Construction Permit, coordination with IDOT phase II 40 8 24 8
USACE 404 Permit - Assumed to be part of the IDOT Phase II project 0
IEPA - 401 Certification - Assumed to be part of the IDOT Phase II project 0
IDNR/OWR Floodway Permit - Assumed to be part of the IDOT Phase II project 0
SUBTOTALS = 40
5 Submittals
Milestone plan submittals to Utility owners for utility coordination 72 24 32 16
Submit CADD files for inclusion into IDOT CADD system 16 16
SUBTOTALS = 88
6 Meetings/Coordination
Meeting with other utility relocations (Nicor, Kinder Morgan, Comcast, ComEd, ATT, Drainage)64 32 32
Coordination w/City of McHenry 40 16 16 8
Phase I/II Transfer Meeting (2 people x 2 hours)4 4
52 24 24 4
SUBTOTALS = 160
7 Specifications and Cost Estimate
Specifications and Special provisions 64 32 16 16
Quantities 64 32 24 8
Cost Estimate 36 16 16 4
Bid inserts 24 24
Assumed Bid Package will be prepared by City
SUBTOTALS = 188
TASK & DESCRIPTION
CITY OF McHENRY
RELOCATION OF SANITARY SEWER (1.0 mile) & WATERMAIN (3.0 mile)
DUE TO IL ROUTE 31 ROADWAY IMPROVEMENTS
MANHOUR ESTIMATE
Coordination with IL Route 31 project to maintain existing Sanitary Sewer at proposed IDOT detention
pond at Boone Creek
Page 1 of 2 23
Date:
05/03/2021
PEI job no:
2C1TR0022
WORK
HOURS PRELIM FINAL BIDTASK & DESCRIPTION
CITY OF McHENRY
RELOCATION OF SANITARY SEWER (1.0 mile) & WATERMAIN (3.0 mile)
DUE TO IL ROUTE 31 ROADWAY IMPROVEMENTS
MANHOUR ESTIMATE
8 Phase III - Post contract coordination
Meetings (1 Pre-Bid ,1 Pre-construction and 4 field meetings)32 32
Bid support (RFI, issuance of addendums)24 24
SUBTOTALS = 56
9 Progress Reports and Invoices
Administration 40 24 8 8
SUBTOTALS = 40
10 QA/QC
Review of milestone submittals 40 16 16 8
SUBTOTALS = 40
TOTAL = 1764 1024 462 278
Page 2 of 2 24
Notice to Proceed 6.7.21 -
Draft Condition Assessment Report - Sanitary 8.30.21 10.1.21
Village Review 10.4.21 10.22.21
Final Condition Assessment Report 10.25.21 11.8.21
IDOT Coordination
Relocation of Watermain and Sanitary Sewer - Preliminary Plans*8.29.22 12.30.22
Village Review and IDOT Coordination
Relocation of Watermain and Sanitary Sewer - Final Plans 2/1/2023 3/31/2023
Village Review and IDOT Coordination
Final Bid Plans and Documents (Sanitary Sewer)
*Initiate Preliminary Watermain and Sanitary Plans when IL 31
Preliminary Phase II plans have been reviewed by IDOT.
CITY OF McHENRY
RELOCATION OF SANITARY SEWER (1.0 mile) &
WATERMAIN (3.0 mile)
DUE TO IL ROUTE 31 ROADWAY IMPROVEMENTS
May 19, 2021
PROJECT SCHEDULE
May-23
Date End
8.27.21Data Collection (Includes Televising Sewer / Survey / Review of IL 31
Phase I Plans and Documents)6.14.21
Jan-23
Apr-23
Date BeginTask
Nov and Dec 2021
25
City of McHenry Professional Services Contract
Revised 5/22/17
Professional Services Contract
Between The City Of McHenry
And Patrick Engineering, Inc.
For Professional Engineering Services
For Relocation of Watermain & Sanitary
Sewer IL Route 31 from Veteran’s
Parkway to IL Route 120
26
City of McHenry Professional Services Contract
Revised 5/22/17
Professional Services Contract Between The City of
McHenry And Patrick Engineering, Inc.
For Professional Engineering Services For
Relocation of Watermain & Sanitary Sewer IL Route
31 from Veteran’s Parkway to IL Route 120
TABLE OF CONTENTS
Page
ARTICLE 1. THE SERVICES ........................................................................................................ 1
1.1 Intent ........................................................................................................................ 1
1.2 Services .................................................................................................................... 1
1.3 Project Time ............................................................................................................ 1
1.4 Term; Extensions ..................................................................................................... 1
1.5 Responsibility of Consultant to Perform ................................................................. 1
1.6 Financial Ability to Perform. ................................................................................... 2
ARTICLE 2. COMPENSATION AND PAYMENT ...................................................................... 2
2.1 Pricing Schedule ...................................................................................................... 2
2.2 Monthly Payment; Invoices ..................................................................................... 2
2.3 Taxes ........................................................................................................................ 2
2.4 Final Payment. ......................................................................................................... 2
2.5 Deductions ............................................................................................................... 3
2.6 Use of Deducted Funds............................................................................................ 3
2.7 Keeping Books and Accounts.................................................................................. 3
ARTICLE 3. PERFORMANCE OF SERVICES ............................................................................ 3
3.1 Standard of Performance ......................................................................................... 3
3.2 Correction of Defects ............................................................................................... 3
3.3 Risk of Loss ............................................................................................................. 4
3.4 Opinions of Probable Cost ....................................................................................... 4
3.5 City Responsibilities ................................................................................................ 4
27
City of McHenry Professional Services Contract
Revised 5/22/17
3.6 Suspension of Services ............................................................................................ 5
ARTICLE 4. SERVICES CHANGE ORDERS; DELAYS ............................................................ 5
4.1 Services Change Orders .......................................................................................... 5
4.2 Revision Notices ...................................................................................................... 5
4.3 No Change in Absence of Services Change Order .................................................. 5
4.4 Delays ...................................................................................................................... 5
ARTICLE 5. INSURANCE ............................................................................................................ 6
5.1 Insurance. ................................................................................................................. 6
5.2 Scope of Coverage; Minimum Limits of Coverage ................................................. 6
5.3 Deductibles and Self-Insured Retentions ................................................................ 6
5.4 Additional Requirements ......................................................................................... 6
5.5 Verification of Coverage ......................................................................................... 7
5.6 Sub-Consultants and Suppliers ................................................................................ 8
ARTICLE 6. INDEMNIFICATION ............................................................................................... 8
6.1 Agreement to Indemnify .......................................................................................... 8
6.2 No Limit Based on Insurance .................................................................................. 8
6.3 Withholding Payment .............................................................................................. 8
6.4 Limit on Duty to Indemnify ..................................................................................... 8
ARTICLE 7. ARBITRATION ........................................................................................................ 8
7.1 Arbitration ............................................................................................................... 8
ARTICLE 8. TERMINATION ....................................................................................................... 9
8.1 Contract is At-Will. ................................................................................................. 9
8.2 Termination by City for Breach. .............................................................................. 9
8.3 City Remedies .......................................................................................................... 9
8.4 Termination by Consultant for Breach. ................................................................... 9
ARTICLE 9. LEGAL RELATIONSHIPS AND GENERAL REQUIREMENTS ......................... 9
9.1 Consultant as Independent Consultant .................................................................. 10
9.2 Compliance with Laws; Communications with Regulators .................................. 10
9.3 Permits and Licenses ............................................................................................. 10
9.4 Safety; Hazardous Materials .................................................................................. 10
9.5 Ownership of Data and Documents ....................................................................... 10
9.6 Notices ................................................................................................................... 10
9.7 No Waiver by City. ................................................................................................ 10
9.8 No Third-Party Beneficiaries ................................................................................. 11
28
City of McHenry Professional Services Contract
Revised 5/22/17
9.9 Survival of Terms .................................................................................................. 11
9.10 Assignments. ......................................................................................................... 11
9.11 Amendments .......................................................................................................... 11
9.12 Governing Law ...................................................................................................... 11
9.13 Compliance with Laws, Grant Regulations ........................................................... 11
9.14 Representation of No Conflicts ............................................................................. 11
9.15 No Collusion. ......................................................................................................... 11
29
City of McHenry Professional Services Contract
-1-
Professional Services Contract Between The City of
McHenry And Patrick Engineering, Inc.
For Professional Engineering Services For
Relocation of Watermain & Sanitary Sewer IL Route
31 from Veteran’s Parkway to IL Route 120
This contract (the “Contract”) is dated as of June 7th, 2021 (the “Effective Date”) and is by
and between the City of McHenry, an Illinois municipal corporation, (the “City”) and Patrick
Engineering, Inc. (the “Consultant”). In consideration of the mutual covenants and promises
contained herein, the parties agree as follows:
ARTICLE 1. THE SERVICES
1.1 Intent. It is the intent of the parties that this Contract govern the relationship of the
parties.
1.2 Services. The Consultant will perform for the City the following services (the
“Services”):
Proposed Scope of Services is identified on Pages 1-8 of Patrick
Engineering, Inc. attached Proposal.
1.3 Project Time. The Services will be performed according to the following schedule
(“Project Schedule”):
Proposed Schedule is identified in the Patrick Engineering, Inc.
attached project schedule.
The Services will be completed on or before December 1, 2023 (the “Completion Date”).
The Completion Date shall be effective for substantial completion all design services. Bidding
Services and Construction Support shall be completed after the date of substantial completion in
coordination with construction of the project.
1.4 Term; Extensions. This Contract commences on the Effective Date and terminates
on December 1, 2023 unless terminated earlier pursuant to Article 8 of this Contract (the “Term”).
All terms of this Contract, including without limitation pricing terms, are firm during the Term,
unless as embodied in an amendment to this Contract in accordance with Section 9.15.
1.5 Responsibility of Consultant to Perform. The Consultant must provide all personnel
necessary to complete the Services. The Consultant must perform the Services with its own personnel
and under the management, supervision, and control of its own organization unless otherwise
approved by the City in writing. All sub-consultants and supplies used by the Consultant in the
performance of Services must be acceptable to, and approved in advance by, the City. The City’s
approval of any sub-consultant or supplier will not relieve the Consultant of full responsibility and
liability for the provision, performance, and completion of the Services in full compliance with, and
as required by or pursuant to, this Contract. All Services performed by any sub-consultant or supplier
30
City of McHenry Professional Services Contract
-2-
are subject to all of the provisions of this Contract in the same manner as if performed directly by
the Consultant. If any sub-consultant or supplier fails to properly perform any Services undertaken
by it in compliance with this Contract, then the Consultant, immediately on notice from the City,
must remove that sub-consultant or supplier and undertake the Services itself or replace the sub-
consultant or supplier with a sub-consultant or supplier acceptable to the City. The Consultant will
have no claim for damages, for compensation in excess of the Compensation, or for delay or
extension of the Project Schedule as a result of any such removal or replacement.
1.6 Financial Ability to Perform. When executing this Contract, the Consultant
represents and declares that it is financially solvent, has the financial resources necessary, has
sufficient experience and competence, and has the necessary capital, facilities, organization, and staff
necessary to provide, perform, and complete the Services set forth in this Contract in full compliance
with, and as required by or pursuant to, this Contract.
ARTICLE 2. COMPENSATION AND PAYMENT
2.1 Pricing Schedule. As compensation for the performance of the Services
(“Compensation”), the City will pay the Consultant the following amounts and in the following
manner:
Proposed Pricing is identified in the Patrick Engineering, Inc.
Cost Plus Fixed Fee Cost Estimate of Consultant Services
Proposal attached.
Except for the Compensation, the City will have no liability for any expenses or costs incurred by
the Consultant.
2.2 Monthly Payment; Invoices. The Compensation will be paid in monthly
installments. The Consultant must submit to the City, on a monthly basis, a written invoice for
payment for completed work. The City may specify the specific day of the month on or before which
invoices must be filed. Each invoice must be accompanied by receipts, vouchers, and other
documents as necessary to reasonably establish the Consultant’s right to payment of the
Compensation stated in the invoice. In addition, each invoice must include (a) employee
classifications, rates per hour, and hours worked by each classification and, if the Services are to be
performed in separate phases, for each phase, (b) total amount billed in the current period and total
amount billed to date and, if the Services are to be performed in separate phases, for each phase, and
(c) the estimated percent completion of the Services and, if the Services are to be performed in
separate phases, for each phase.
2.3 Taxes. The Compensation includes applicable federal, State of Illinois, and local
taxes of every kind and nature applicable to the services provided by the Consultant and all taxes,
contributions, and premiums for unemployment insurance, old age or retirement benefits, pensions,
annuities, or other similar benefits. The Consultant will never have a claim or right to claim additional
compensation by reason of the payment of any such tax, contribution, premium, costs, royalties, or
fees.
2.4 Final Payment. The Services will be considered complete on the date of final written
acceptance by the City of the Services or the relevant phase of the Services. Services related to a
submission of the Consultant will be deemed accepted by the City if the City does not object to those
Services in writing within 30 days after the submission by the Consultant of an invoice for final
31
City of McHenry Professional Services Contract
-3-
acceptance and payment. The City will make final payment to the Consultant within 30 days after
final acceptance of the Services, after deducting therefrom charges, if any, as provided in this
Contract (“Final Payment”). The acceptance by the Consultant of Final Payment will operate as a
full and complete release of the City by the Consultant of and from any and all lawsuits, claims, or
demands for further payment of any kind for the Services encompassed by the Final Payment.
2.5 Deductions. Notwithstanding any other provision of this Contract, the City may
deduct and withhold from any payment or from Final Payment such amounts as may reasonably
appear necessary to compensate the City for any loss due to (1) Services that are defective,
nonconforming, or incomplete, (2) liens or claims of lien, (3) claims against the Consultant or the
City made by any of the Consultant’s sub-consultants or suppliers or by other persons about the
Services, regardless of merit, (4) delay by the Consultant in the completion of the Services, the
cost to the City, including without limitation reasonable attorneys’ fees, of enforcing the terms of
this Contract. The City will notify the Consultant in writing of the City’s determination to deduct
and withhold funds, which notice will state with specificity the amount of, and reason or reasons for,
such deduction and withholding.
2.6 Use of Deducted Funds. The City will be entitled to retain any and all amounts
withheld pursuant to Section 2.5 above until the Consultant either has performed the obligations in
question or has furnished security for that performance satisfactory to the City. The City will be
entitled to apply any money withheld or any other money due to the Consultant to reimburse itself
for any and all costs, expenses, losses, damages, liabilities, suits, judgments, awards, and reasonable
attorneys’ fees (collectively “Costs”) incurred, suffered, or sustained by the City and chargeable to
the Consultant under this Contract.
2.7 Keeping Books and Accounts. The Consultant must keep accounts, books, and other
records of all its billable charges and costs incurred in performing Services in accordance with
generally accepted accounting practices, consistently applied, and in such manner as to permit
verification of all entries. The Consultant must make all such material available for inspection by the
City, at the office of the Consultant during normal business hours during the Term and for a period
of five years after termination of this Contract. Copies of such material must be furnished to the City
at the City’s request and expense.
ARTICLE 3. PERFORMANCE OF SERVICES
3.1 Standard of Performance. The Consultant must perform the Services in a manner
consistent with the degree of care and skill ordinarily exercised by members of the same profession
currently practicing under similar circumstances in the Chicago Metropolitan Region (“Standard of
Performance”). The Consultant is fully and solely responsible for the quality, technical accuracy,
completeness, and coordination of all Services. All plans and other documents furnished by the
Consultant shall be endorsed and stamped with professional seals when such seals are required by
law.
3.2 Correction of Defects. The Consultant must provide, for no additional Compensation
and at no separate expense to the City, all work required to correct any defects or deficiencies in the
performance of Services, regardless of whether the defect or deficiency relates to the work of the
Consultant or of the Consultant’s sub-consultants or suppliers.
3.3 Risk of Loss. The Consultant bears the risk of loss in providing all Services. The
Consultant is responsible for any and all damages to property or persons arising from any Consultant
error, omission, or negligent act and for any losses or costs to repair or remedy any work undertaken
32
City of McHenry Professional Services Contract
-4-
by the City based on the Services as a result of any such error, omission, or negligent act.
Notwithstanding any other provision of this Contract, the Consultant’s obligations under this Section
3.3 exist without regard to, and may not be construed to be waived by, the availability or
unavailability of any insurance, either of the City or the Consultant, to indemnify, hold harmless, or
reimburse the Consultant for damages, losses, or costs.
3.4 Opinions of Probable Cost. The Parties recognize that neither the Consultant nor the
City has control over the costs of labor, materials, equipment, or services furnished by others or over
competitive bidding, market or negotiating conditions, or construction contractors’ methods of
determining their prices. Accordingly, any opinions of probable costs provided under this Contract
are considered to be estimates only, made on the basis of the Consultant’s experience and
qualifications, and those opinions represent the Consultant’s best judgment as an experienced and
qualified professional, familiar with the industry. The Consultant does not guaranty that proposals,
bids, or actual costs will not vary from the opinions prepared by the Consultant.
3.5 City Responsibilities. The City, at its sole cost and expense, will have the following
responsibilities:
(a) To designate in writing a person with authority to act as the City’s representative
with respect to the Services. In the absence of a written designation, the City’s representative will be
the City Administrator. The City’s representative will have the authority to act on behalf of the City
except on matters that require approval of the City Council.
(b) To provide to the Consultant all criteria and information about the requirements for
the Services, including, as relevant, the City’s objectives and constraints, schedule, space, capacity
and performance requirements, and budgetary limitations.
(c) To provide to the Consultant existing studies, reports, and other available data
relevant to the Services.
(d) To arrange for access to, and make provisions for the Consultant to enter on, public
and private property as reasonably required for the Services.
(e) To provide, as relevant, surveys describing physical characteristics, legal limitations,
and utility locations for the Services and the services of other consultants when the services of other
consultants are requested by the Consultant and are necessary for the performance of the Services.
(f) To provide structural, mechanical, chemical, air and water tests, tests for hazardous
materials, and other laboratory and environmental tests, inspections, and reports required by law to
be provided by the City in connection with the Services, except the extent such tests, inspections, or
reports are part of the Services.
(g) To review reports, documents, data, and all other information presented by the
Consultant as appropriate.
(h) To provide approvals from all governmental authorities having jurisdiction over the
Services when requested by the Consultant, except the extent such approvals are part of the Services.
33
City of McHenry Professional Services Contract
-5-
(i) To provide, except as provided under Article 5 and Article 6 of this Contract, all
accounting, insurance, and legal services as may be necessary from time to time in the judgment of
the City to protect the City’s interests with respect to the Services.
(j) To attend meetings related to the Services.
(k) To give prompt written notice to the Consultant whenever the City observes or
otherwise becomes aware of any development that affects the scope or timing of Services, except
that the inability or failure of the City to give any such a notice will not relieve the Consultant of any
of its responsibilities under this Contract.
3.6 Suspension of Services. The City, at any time and for any reason, may suspend work
on any or all Services by issuing a written work suspension notice to the Consultant. The Consultant
must stop the performance of all Services within the scope of the suspension notice until the City
directs the Consultant in writing to resume performance.
ARTICLE 4. SERVICES CHANGE ORDERS; DELAYS
4.1 Services Change Orders. The City, from time to time, may issue a written order
modifying or otherwise changing the scope of the Services included in a Services Change Order (a
“Services Change Order”). Any Services Change Order in an amount exceeding $10,000 must be
approved by the City Council. The Services Change Order will be generally in the form attached to
and by this reference incorporated into this Contract as Attachment A. The Consultant may request
a Services Change Order based on a claimed material change to any Services performed under this
Contract. A Services Change Order may include additions to and deletions from the Services and
will include requested equitable increases or decreases to the Compensation.
4.2 Revision Notices. Within three (3) days after the date of a Services Change Order,
and in any event before the Consultant begins work on any changed Services, the Consultant must
notify the City in writing if the Consultant desires a revision to the Services Change Order (a
“Revision Notice”). The Revision Notice must clearly state the Consultant’s requested revisions and
the reasons for the revisions. If the City agrees to any revision, then the City will issue a revised
Services Change Order in a form acceptable to the Parties. If the Consultant does not submit a
Revision Notice within the (3) -day period, then the Consultant will be deemed to have accepted the
Services Change Order and the Services Change Order will be final.
4.3 No Change in Absence of Services Change Order. No claim for an adjustment in
Compensation or Project Schedule will be made or allowed unless it is embodied in a Services
Change Order signed by the City and the Consultant. If the Consultant believes it is entitled to an
adjustment in the Compensation or Project Schedule terms that has not been included, or fully
included, in a Services Change Order, then the Consultant may submit to the City a written request
for the issuance of, or revision of, a Services Change Order including the desired adjustment. The
Consultant’s request must be submitted before the Consultant proceeds with any Services for which
an adjustment is desired.
4.4 Delays. If a delay in providing Services results from one or more causes that could
not be avoided or controlled by the Consultant, then the Consultant may be entitled to an extension
of the Project Schedule for a period of time equal to that delay, or an adjustment in Compensation
for extra costs related to the delay, or both. The Consultant must notify the City in writing within 3
days after the start of the delay and again in writing within 3 days after the delay has ended (the
“Delay Period”). The first notice must state the cause or causes of the delay and the impact of the
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City of McHenry Professional Services Contract
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delay on providing Services. The second notice must state the cause or causes of the delay, the length
of the day, the reasons why the delay disrupted performance of the Services and the Consultant’s
request, if any, for a change in Compensation or Project Schedule. If the Consultant fails to submit
notices as provided in this Section 4.5, then the Consultant will be deemed to have waived any right
to an adjustment in Compensation for the Services.
ARTICLE 5. INSURANCE
5.1 Insurance. The Consultant must procure and maintain, for the duration of this
Contract, insurance as provided in this Article 5.
5.2 Scope of Coverage; Minimum Limits of Coverage.
(a) Commercial General Liability. Insurance Services Office (“ISO”), or reasonable
equivalent, Commercial General Liability occurrence form CG 0001, with the City and its officials, officers,
employees, and agents named as additional insured on Insurance Service Office (ISO) Additional Insured
Endorsement CG 2010 (Exhibit A) or CG 2026 (Exhibit B). Coverage must be at least $1,000,000 combined
single limit per occurrence for bodily injury and for property damage and $1,000,000 per occurrence for
personal injury. The general aggregate must be twice the required occurrence limit. Minimum General
Aggregate must be no less than $2,000,000 or a project- contract specific aggregate of $1,000,000.
(b) Automobile Liability. Insurance Service Office Business Auto Liability coverage
form number CA 0001, Symbol 01 “Any Auto.” Coverage must be at least $1,000,000 combined
single limit per accident for bodily injury and property damage.
(c) Professional Liability. Indemnification and for injury or damage arising out of
negligent acts, errors, or omissions in providing professional services, including without limitation:
(i) preparing, approving, or failure to prepare or approve maps, drawings, opinions, report, surveys,
designs or specifications and (ii) providing direction, instruction, supervision, inspection, or
engineering services or failing to provide them, if that is the primary cause of injury or damage.
Coverage must be at least $1,000,000 each claim with respect to negligent acts, errors, and omissions
in connection with all professional services to be provided under this Contract.
(d) Workers’ Compensation and Employers’ Liability. Workers’ Compensation as
required by the Workers’ Compensation Act of the State of Illinois and Employers’ Liability
insurance. Coverage must be at least Workers’ Compensation Coverage with statutory limits and
Employers’ Liability limits of $500,000 per accident.
5.3 Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions
must be declared to and approved by the City. At the option of the City, either the insurer must reduce
or eliminate such deductibles or self-insured retentions with respect to the City and its officials,
officers, employees, and agents or the Consultant must procure a bond guaranteeing payment of
losses and related investigation, claim administration, and Consultant defense expenses.
5.4 Additional Requirements. The insurance policies must contain, or be endorsed to
contain, the following provisions:
(a) Commercial General Liability and Automobile Liability Coverage. The City and its
officials, officers, employees must be covered as additional insured as respects: liability arising out
of the Consultant’s work, including without limitation activities performed by or on behalf of the
Consultant and automobiles owned, leased, hired, or borrowed by the Consultant. Coverage must
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City of McHenry Professional Services Contract
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contain no special limitations on the scope of protection afforded to the City or its officials, officers,
employees, and agents.
(b) Primary Coverage. The insurance coverage must be primary with respect to the City
and its officials, officers and employees. Any insurance or self-insurance maintained by the City and
its officials, officers, employees, and agents will be excess of the Consultant’s insurance and will not
contribute with it.
(c) Severability of Interests/Cross Liability. The insurance must contain a Severability
of Interests/Cross Liability clause or language stating that the insurance will apply separately to each
insured against whom claim is made or suit is brought, except with respect to the limits of the
insurer’s ability.
(d) Umbrella Policies. If any commercial general liability insurance is being provided
under an excess or umbrella liability policy that does not “follow form,” then the Consultant must
name the City and its officials, officers and employees, as additional insured under the umbrella
policy.
(e) Occurrence Form. All general liability coverage must be provided on an occurrence
policy form. Claims-made general liability policies are not acceptable.
(f) Workers’ Compensation and Employers’ Liability Coverage. The insurer must agree
to waive all rights of subrogation against the City and its officials, officers, employees, and agents
for losses arising from work performed by the Consultant.
(g) Professional Liability. If the policy is written on a claims-made form, the retroactive
date must be equal to or preceding the effective date of this Contract. If the policy is cancelled, non-
renewed, or switched to an occurrence form, then the Consultant must purchase supplemental
extending reporting period coverage for a period of not less than three years after the date of
substantial completion.
(h) All Coverage. Each insurance policy required must have the City expressly endorsed
onto the policy as a Cancellation Notice Recipient. If a policy is canceled before the expiration date
of that policy, then notice must be delivered to the City in accordance with the policy provisions
prior to the expiration date.
(i) Acceptability of Insurers. Insurance must be placed with insurers with a Best’s rating
of no less than A-, VII and licensed to do business in the State of Illinois.
(j) Waiver of Limitation. The Consultant hereby agrees to waive any limitation as to
the amount of contribution recoverable against it by the City. This specifically includes any limitation
imposed by any state statute, regulation, or case law including any Workers’ Compensation Act
provision that applies a limitation to the amount recoverable in contribution, such as Kotecki v.
Cyclops Welding. Each sub-consultant also must agree to this waiver.
5.5 Verification of Coverage. The Consultant must furnish the City with certificates of
insurance naming the City and its officials, officers, employees, and agents as additional insured and
with original endorsements affecting coverage required by this Article 5. The certificates and
endorsements for each insurance policy must be signed by a person authorized by that insurer to bind
coverage on its behalf. The certificates and endorsements may be on forms provided by the City or
may be ISO Additional Insured Endorsements CG 2010 or CG 2026, or reasonable equivalent, and
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City of McHenry Professional Services Contract
-8-
in any event must be received and approved by the City before any work commences. The City
reserves the right to request a full certified copy of each insurance policy and endorsement.
5.6 Sub-Consultants and Suppliers. The Consultant must include all sub-consultants as
insured under its policies or must furnish separate certificates and endorsements for each sub-
consultant. All coverage for sub-consultants are subject to all of the requirements stated in this Article
5.
ARTICLE 6. INDEMNIFICATION
6.1 Agreement to Indemnify. To the fullest extent permitted by law, the Consultant
hereby agrees to indemnify and, at the City’s request, defend the City and its officials, employees,
agents, and representatives (collectively the “Indemnified Parties”) against all injuries, deaths, loss,
damages, claims, patent claims, lawsuits, liabilities, judgments, costs, and expenses, including
attorney fees incurred by the City (collectively “Claims”), that may in any way accrue against the
Indemnified Parties or any one of them arising in whole, or in part, or in consequence of the negligent
or intentionally tortious performance of any services by the Consultant or its employees or sub-
consultants or that may in any way result therefrom, except only Claims arising out of the sole legal
cause of the City. In addition, Consultant hereby agrees to indemnify the City with regard to any
damages, costs and expenses, including attorney fees incurred by the City for any failure by the
Consultant to comply with insurance reporting provisions of any Consultant insurance policy
adversely affecting coverage provided to the indemnified parties.
6.2 No Limit Based on Insurance. The Consultant expressly acknowledges and agrees
that any performance bond or insurance policy required by this Contract, or otherwise provided by
the Consultant, will in no way limit the responsibility to indemnify and defend the Indemnified
Parties or any one of them.
6.3 Withholding Payment. To the extent that any payment is due to the Consultant under
this Contract, the City may withhold that payment to protect itself against any Indemnified Claims
until all claims, suits, or judgments have been settled or discharged and evidence to that effect has
been furnished to the satisfaction of the City.
6.4 Limit on Duty to Indemnify. The Consultant is not required to indemnify an
Indemnified Party to the extent a Claim resulted solely from the negligence or willful misconduct of
the Indemnified Party.
ARTICLE 7. ARBITRATION
7.1 Arbitration. Any controversy or claim arising out of or relating to this Contract, or
the breach thereof, shall be settled by binding arbitration administered by the American Arbitration
Association under its Construction Industry Arbitration Rules or JAMS Dispute Resolution, as
determined in the exclusive discretion of the City, at 333 N. Green St. McHenry, Illinois, and
judgment on the award rendered by the arbitrator may be entered in any court having jurisdiction
thereof. The parties agree that an arbitration award by default may be entered upon the party failing
to appear or defend itself in any arbitration proceeding. In the event of any arbitration or litigation of
this Contract, the non-prevailing party, as determined by the arbiter or court, shall pay all expenses
incurred by the prevailing party, including, but not limited to (a) attorney’s fees, (b) filing costs, (c)
witness fees, and (d) other general expenses of arbitration or litigation.
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City of McHenry Professional Services Contract
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ARTICLE 8. TERMINATION
8.1 Contract is At-Will. This Contract is at-will and may be terminated by the City at
any time at the City’s convenience, without reason or cause. If the City terminates this Contract
without reason or cause, then the Consultant will be entitled to Compensation for all Service
performed by the Consultant up to the date of termination. The Consultant is not entitled to any
consequential damages, including without limitation for lost profit, for any Services not performed
by the Consultant.
8.2 Termination by City for Breach. The City at any time, by written notice providing
Consultant with 10 days’ to cure any alleged breach hereof, may terminate this Contract of breach
by the Consultant and of one or more terms of this agreement. “Breach” by the Consultant includes
(a) failure of the Consultant to adhere to any terms or conditions of this Contract, (b) failure of the
Consultant to properly perform Services, (c) or failure of the Consultant to maintain progress in the
performance of Services so as to endanger proper performance of the Services within the Project
Schedule, (d) failure of the Consultant to have or maintain adequate resources to complete any
Services.
8.3 City Remedies. If the City terminates this Contract for Breach by the Consultant,
then the City will have the right, at its election and without prejudice to any other remedies provided
by law or equity, to pursue any one or more of the following remedies:
(a) The City may recover from the Consultant any and all costs, including without
limitation reasonable attorneys’ fees, incurred by the City as the result of any Breach or as a result
of actions taken by the City in response to any Breach.
(b) The City may withhold any or all outstanding Compensation to reimburse itself or
pay for any and all costs, including without limitation reasonable attorneys’ fees, incurred by the
City as the result of any Breach or as a result of actions taken by the City in response to any Breach.
In that event, the City will pay any excess funds to the Consultant, if any, after all of the City’s costs
are reimbursed or paid. If the Compensation withheld by the City is insufficient to reimburse the City
for, or pay, all costs, then the City will has the right to recover directly from the Consultant a sum of
money sufficient to reimburse itself, or pay, all remaining costs.
8.4 Termination by Consultant for Breach. The Consultant at any time, by written notice,
terminate this Contract on account of failure by the City to properly pay the Consultant and failure
of the City to cure the breach within 10 days after that written notice or such further time as the
Consultant may agree, in the Consultant’s sole discretion, in response to a written notice from the
City seeking additional time to cure.
ARTICLE 9. LEGAL RELATIONSHIPS
AND GENERAL REQUIREMENTS
9.1 Consultant as Independent Consultant. For purposes of this Contract, the Consultant
is an independent consultant and is not, and may not be construed or deemed to be an employee,
agent, or joint venturer of the City.
9.2 Communications with Regulators. Any written communication by Consultant
directly with applicable governmental regulatory agencies with regard to Services shall be copied to
the City.
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City of McHenry Professional Services Contract
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9.3 Permits and Licenses. The Consultant must obtain and pay for all permits and
licenses, registrations, qualifications, and other governmental authorizations required by law that are
associated with the Consultant’s performance of Services.
9.4 Safety; Hazardous Materials.
(a)Protection of Health, Environment. The Consultant’s personnel must be experienced
and properly trained to perform the Services and must take adequate precautions to protect human
health and the environment in the performance of Services.
(b)Notice of Hazardous Conditions. If the Consultant observes a potentially hazardous
condition relating to the Services, then the Consultant must bring that condition to the attention of
the City.
(c)Hazardous Materials. The Consultant acknowledges that there may be hazardous
substances, wastes, or materials as defined by applicable Law (“Hazardous Materials”) at a project
site or otherwise associated with Services, and the Consultant under those circumstances must take
appropriate precautions to protect its employees, sub-consultants, and suppliers.
9.5 Ownership of Data and Documents. All data and information, regardless of its
format, developed or obtained under this Contract (collectively “Data”), other than the Consultant’s
confidential information, will be and remain the sole property of the City. The Consultant must
promptly deliver all Data to the City at the City’s request. The Consultant is responsible for the care
and protection of the Data until that delivery. The Consultant may retain one copy of the Data for the
Consultant’s records subject to the Consultant’s continued compliance with the provisions of this
Article. The City hereby indemnifies the Consultant for damages caused by the City’s misuse or
reuse of Data not originally intended.
9.6 Notices. Any notice or communication required by this Contract will be deemed
sufficiently given if in writing and when delivered personally or upon receipt of registered or certified
mail, postage prepaid, with the U.S. Postal Service and addressed as follows:
If to the City: with a copy to:
City Administrator Public Works Director
City of McHenry Public Works Department
333 S. Green Street 1415 Industrial Drive
McHenry, Illinois 60050 McHenry, Illinois 60050
If to the Consultant: with a copy to:
or to such other address as the party to whom notice is to be given has furnished in writing.
9.7 No Waiver by City. No act, order, approval, acceptance, or payment by the City, nor
any delay by the City in exercising any right under this Contract, will constitute or be deemed to be
an acceptance of any defective, damaged, flawed, unsuitable, nonconforming, or incomplete Services
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City of McHenry Professional Services Contract
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or operate to waive any requirement or provision of this Contract or any remedy, power, or right of
the City.
9.8 No Third-Party Beneficiaries. This Contract is for the benefit of the City and the
Consultant only and there can be no valid claim made or held against the City or the Consultant by
any third party to be a beneficiary under this Contract.
9.9 Survival of Terms. The following sections will survive the termination of this
Contract: 2.7, 3.2, 6.1, 8.4, 9.7, 9.8, and 9.9.
9.10 Assignments. The Consultant may not assign or transfer any term, obligation, right,
or other aspect of this Contract without the prior express written consent of the City. If any aspect of
this Contract is assigned or transferred, then the Consultant will remain responsible to the City for
the proper performance of the Consultant’s obligations under this Contract. The terms and conditions
of any agreement by the Consultant to assign or transfer this Contract must include terms requiring
the assignee or transferee to fully comply with this Contract unless otherwise authorized in writing
by the City.
9.11 Amendments. This Contract may be amended only in writing executed by the City
and the Consultant.
9.12 Governing Law. The validity, construction, and performance of this Contract and all
disputes between the parties arising out of or related to this Contract will be governed by the laws of
the State of Illinois without regard to choice or conflict of law rules or regulations.
9.13 Compliance with Laws, Grant Regulations. All Services must be provided,
performed, and completed in accordance with all applicable governmental permits, licenses, or other
approvals and authorizations, and with applicable statutes, ordinances, rules, and regulations. The
Consultant also must comply with applicable conditions of any federal, state, or local grant received
by the City with respect to this Contract. The Consultant will be solely responsible for any fines or
penalties that may be imposed or incurred by a governmental agency with jurisdiction over the
Services as a result of the Consultant’s improper performance of, or failure to properly perform, any
Services.
9.14 Representation of No Conflicts. The Consultant represents that, to the best of its
knowledge, (1) no City employee or agent is financially interested, directly or indirectly, in the
business of the Consultant or this Contract, (2) as of the Effective Date neither the Consultant nor
any person employed by the Consultant has any interest that would conflict in any manner or degree
with the performance of the obligations under this Contract, and (3) neither the Consultant nor any
person employed by or associated with the Consultant may at any time during the Term obtain or
acquire any interest that would conflict in any manner or degree with the performance of the
obligations under this Contract.
9.15 No Collusion. The Consultant represents that the Consultant is not barred from
contracting with a unit of state or local government as a result of (1) a delinquency in the payment
of any tax administered by the Illinois Department of Revenue unless the Consultant is properly
contesting its liability for the tax or the amount of the tax or (2) a violation of either Section 33E-3
or Section 33E-4 or Article 33E of the Criminal Code of 1961, 720 ILCS 5/22E-1 et seq. The
Consultant represents that the only persons, firms, or corporations interested in this Agreement as
principals are those disclosed to the City prior to the execution of this Contract and that this Contract
is made without collusion with any other person, firm, or corporation.
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City of McHenry Professional Services Contract
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WHEREFORE, the City and the Consultant have caused this Contract to be executed by
their duly authorized representatives as of the Effective Date.
CITY OF MCHENRY
By:
Name: ____________________ __________________
Title: _______________________________________
Date: _______________________________________
Patrick Engineering, Inc.
By:
Name: _______________________________________
Title: _______________________________________
Date: _______________________________________
41
City of McHenry Professional Services Contract
-1-
ATTACHMENT A
SERVICES CHANGE ORDER NO.
In accordance with Section 4.1 of the Contract dated , 20 between the City and the
Consultant, the Parties agree to the following Services Change Order:
1. Change in Services:
2. Change in Project Schedule (attach schedule if appropriate):
3. Change in Completion Date: All Services must be completed on or before: ,
20
4. Change in Compensation:
ALL OTHER TERMS AND CONDITIONS OF THE CONTRACT REMAIN UNCHANGED.
CITY CONSULTANT
[City’s project representative] Signature
Name (Printed or Typed)
, 20 , 20
Date Date
If compensation change greater than $3,500, then City Administrator signature required.
, 20 .
City Administrator Date
If compensation change greater than $10,000, then City Council approval and Mayor signature required.
, 20 .
Mayor Date
42
Draft June 1, 2021
Ordinance Selecting Consulting Engineer for Route 31 Utility Relocation Project
Page 1
ORDINANCE NO. __________
An Ordinance Selecting Consulting
Engineer for Route 31 Utility Relocation Project
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage
of this Ordinance constitutes an exercise of the City’s home rule powers and functions as granted in
the Constitution of the State of Illinois.
WHEREAS, the City Council of the City of McHenry is undertaking a City-funded utility
relocation project along Route 31(“Route 31 Utility Relocation Project”) without utilization of state
or federal funds to pay for the project.
WHEREAS, the City’s Route 31 Utility Relocation Project is in the vicinity of the Illinois
Department of Transportation’s Route 31 highway improvement project (FAP 336, IL Route 31 from
Route 120 (Belvidere Road) to north of Il Route 176 (Terra Cotta Ave.) and Drainage Ditch south of
US Rte. 12) (“IDOT Route 31 Improvement Project”).
WHEREAS, Patrick Engineering is under contract to provide Phase II engineering services
(plan and specification preparation) to IDOT for the IDOT Route 31 Improvement Project, including
utility conflict coordination engineering in the areas of City utilities.
WHEREAS, the City has engaged in formal and informal discussions with Patrick
Engineering regarding the benefits to the City from the coordination of the utility work involved in
the City’s and IDOT’s projects
WHEREAS, the City has determined that it is in the best interests of the City to proceed with
the immediate selection of Patrick Engineering to perform design services for the City’s Route 31
Utility Relocation Project based on its qualifications and experience in general, and specifically, with
the ID OT Route 31 Improvement Project and utility conflict coordination.
NOW, THEREFORE, BE IT ORDAINED by the CITY COUNCIL of the CITY OF
McHENRY, McHenry County, Illinois, as follows:
SECTION 1: The City hereby exercises its home rule powers and selects Patrick Engineering
to provide design services to the City for the Route 31 Utility Relocation Project and waives all
selection or prequalification processes as may be called for within the City’s Purchasing Policies.
43
Draft June 1, 2021
Ordinance Selecting Consulting Engineer for Route 31 Utility Relocation Project
Page 2
SECTION 2: The City Council hereby authorizes the City Public Works Director to negotiate
and execute a Professional Service Agreement between the City and Patrick Engineering in an
amount not to exceed Two Hundred Fifty-Eight Thousand Five Hundred Sixty-six Dollars and no
cents ($258,566.00) for engineering design and project oversight services for the Route 31 Utility
Relocation Project.
SECTION 3: If any section, paragraph, subdivision, clause, sentence, or provision of this
Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment
shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain and
continue in full force and effect.
SECTION 4: All ordinances or parts of ordinances in conflict herewith are hereby repealed to
the extent of such conflict.
SECTION 5: This Ordinance shall be in full force and effect upon its passage, approval and
publication in pamphlet form (which publication is hereby authorized) as provided by law.
SECTION 5: If any section, paragraph, subdivision, clause, sentence or provision of this
Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment
shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain and
continue in full force and effect.
SECTION 6: All ordinances or parts of ordinances in conflict herewith are hereby repealed to
the extent of such conflict.
SECTION 7: This Ordinance shall be in full force and effect upon its passage, approval and
publication in pamphlet form (which publication is hereby authorized) as provided by law.
Ayes Nays Absent Abstain
Alderman Harding
Alderman Devine
Alderman Glab
Alderman Strach
Alderwoman Miller
Alderman Santi
Alderman McClatchy
APPROVED:
44
Draft June 1, 2021
Ordinance Selecting Consulting Engineer for Route 31 Utility Relocation Project
Page 3
Mayor Wayne Jett
(SEAL)
ATTEST:
City Clerk Trisha Ramel
Passed:
Approved:
Z:\M\McHenryCityof\Ordinances\Engineer-Rte 31 Utility project.doc
45
C E R T I F I C A T I O N
I, Trisha Ramel, do hereby certify that I am the duly appointed, acting and qualified Clerk of
the City of McHenry, McHenry County, Illinois, and that as such Clerk, I am the keeper of the
records and minutes and proceedings of the Mayor and Aldermen of said City of McHenry.
I do hereby further certify that at a regular meeting of the Mayor and Aldermen of the City of
McHenry, held on the day of , 2021, the foregoing
Ordinance entitled, An Ordinance Selecting Consulting Engineer for Route 31 Utility
Relocation Project, was duly passed by the City Council of the City of McHenry.
The pamphlet form of Ordinance No. , including the Ordinance and a cover
sheet thereof, was prepared, and a copy of such Ordinance was posted in the City Hall, commencing
on the day of 2021, and will continue for at least 10 days thereafter.
Copies of such Ordinance are also available for public inspection upon request in the office of the
City Clerk.
I do further certify that the original, of which the attached is a true and correct copy, is
entrusted to me as the Clerk of said City for safekeeping, and that I am the lawful custodian and
keeper of the same.
GIVEN under my hand and seal this day of 2021.
Trisha Ramel, Clerk
City of McHenry,
McHenry County, Illinois
(SEAL)
46
Office of the Chief of Police
John R. Birk
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2200
Fax: (815) 363-2149
www.ci.mchenry.il.us
CONSENT AGENDA SUPPLEMENT
TO: Mayor and City Council
FROM: John R. Birk, Chief of Police
FOR: June 7th, 2021 Regular City Council Meeting
RE: Revision to 15 Minute Parking Ordinance in Downtown Business District
ATT: Proposed Ordinance
Agenda Item Summary:
Staff is seeking City Council’s support to amend “Section 7-4-25 Fifteen Minute Parking” of the
Municipal Code by adding a single, fifteen minute parking spot on the west side of N. Court
Street in front of 1305 N. Court Street. Staff will be present to answer any questions Council
may have at the meeting.
Background:
Currently the City of McHenry has no fifteen minute parking spots within the 1200 or 1300
blocks of N. Court Street in the Downtown Business District. Over the course of the last two
months a new business moved into 1305 N. Court Street known as the Water Street Shoppe.
This is a retail clothing and gift type shop. Surrounding this shop are other businesses that
include a hair salon and wellness center. As surrounding businesses typically have customers
stay for longer periods of time (multiple hours) available parking for the Water Street Shoppe
during their hours of operation can become difficult.
Staff, the Mayor’s Office and Alderman McClatchey have all corresponded with the owners of
Water Street Shoppe to work on the parking issue.
Analysis:
There are currently 23 on street parking spots in the 1300 block of N. Court Street (between
Route 120 & Pearl Street). None of these spots are currently designated fifteen minute parking.
By placing a fifteen minute parking spot in front of 1305 N. Court Street staff anticipates better
access to any of the businesses on the block who have customers who only stay a short period of
time.
Recommendation:
If Council concurs, then it is recommended a motion be considered to approve the attached
ordinance adding one fifteen minute parking spot in front of 1305 N. Court Street.
47
ORDINANCE NO. 21-
Amending Title 7: Motor Vehicles and Traffic; Chapter 4: Parking Regulations,
Section 7-4-25: Fifteen Minute Parking Eight O’Clock a.m. Until Six O’Clock
p.m. on Monday through Saturday, of the McHenry City Code
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule
municipality as contemplated under Article VII, Section 6, of the Constitution of the State of
Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule
powers and functions as granted in the Constitution of the State of Illinois.
NOW, THEREFORE BE IT ORDAINED by the City Council of the City of
McHenry, McHenry County, Illinois, as follows:
SECTION 1: Section 7-4-25, of the Municipal Code relating to Fifteen Minute
Parking, shall be amended as follows:
7-4-25: FIFTEEN MINUTE PARKING EIGHT O’CLOCK A.M. UNTIL SIX O’CLOCK
P.M. ON MONDAY THROUGH SATURDAY:
It shall be unlawful for the operator of any motor vehicle to park such vehicle for longer than
fifteen (15) consecutive minutes between the hours of eight o’clock (8:00) A.M. and six o’clock
(6:00) P.M. on Monday through Saturday at the following locations:
2 parking stalls at 1214 N. Green Street.
2 parking stalls at 1259 N. Green Street.
1 parking stall at 1305 N. Court Street
1 parking stall at 3908 W. Main Street.
2 parking stalls at 3923 W. Main Street.
3 parking stalls at 1307 - 1309 N. Riverside Drive.
2 parking stalls at 1325 N. Riverside Drive.
SECTION 2: If any section, paragraph, subdivision, clause, sentence or provision of
this Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such
judgment shall not effect, impair, invalidate or nullify the remainder thereof, which remainder
shall remain and continue in full force and effect.
SECTION 3: All ordinances, or parts thereof, in conflict herewith are hereby repealed
to the extent of such conflict.
SECTION 4: This ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, Illinois.
SECTION 5: This ordinance shall be in full force and effect from and after its
passage, approval and publication, as provided by law.
48
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Monte Johnson, Deputy City Clerk
49
Department of Public Works
Troy Strange, P.E., Director of Public Works
1415 Industrial Drive
McHenry, Illinois 60050
Phone: (815) 363-2186
Fax: (815) 363-2214
www.cityofmchenry.org
The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest
quality of programs and services in a customer-oriented, efficient and fiscally responsible manner.
CONSENT AGENDA SUPPLEMENT
DATE: June 7, 2021
TO: Mayor and City Council
FROM: Troy Strange, P.E., Director of Public Works
RE: Public Works Utility Division Sewer Televising Camera Purchase
ATT: Cues Camera Build Sheet and EJ Equipment Pricing Proposal
Aries Industries Inc. Build Sheet and Pricing Proposal
______________________________________________________________________________
AGENDA ITEM SUMMARY:
Staff requests City Council to consider approval of the purchase of a Cues Pierpoint C550 LSP Sewer
Televising Camera from EJ Equipment, Inc. of Manteno, Illinois in the amount of $63,650.00.
BACKGROUND:
On an annual basis the Public Works Utility Division cleans and televises approximately twenty percent of
the City’s sanitary sewer mains in addition to cleaning and televising problematic areas on a greater
frequency depending on the location. This televising work is accomplished by a sewer televising camera
which is a remote-controlled tractor mounted unit that is mounted in and operated from a small televising
van. This camera equipment also allows staff to investigate sewer backups to document the City’s
potential liability or lack thereof in the case of a sewer backup. Additionally, this camera is utilized to
perform investigation and condition assessments of both sanitary and storm sewers in advance of
infrastructure projects for scoping purposes.
The current televising camera is approximately ten years old and has had several years in recent history
of maintenance costs in excess of $5,000 per year. The unit has also been unavailable for use in those
times which has limited the capabilities of the division to perform investigations. With this new camera
staff will now be able to televise larger sewer mains than they are currently capable of and allow the City’s
larger interceptor sewers to be televised which has never been completed to date. The approved Fiscal
Year 2021/2022 Budget includes $70,000 in Water-Sewer Capital Funding for the replacement of the
Utility Division Sewer Televising Camera.
ANALYSIS:
Staff has solicited two proposals from different manufacturers/suppliers and has analyzed both pricing,
functionality, and build quality of each unit. Staff secured proposals for an Aries Pathfinder and a Cues
Pearpoint C550 LSP. Staff is recommending the purchase of the Cues Pearpoint. This particular unit is
able to be loaded into a larger variety of smaller vehicles than the Aries camera, which will reduce future
vehicle expenditures. The camera also comes with built-in locating equipment and appears to a more
50
robust and overall better sealed unit for work in wet environments. Additionally, the Cues Pierpoint is
the less expensive option by a small margin.
RECOMMENDATION:
Therefore, if Council concurs, it is recommended to approve the purchase of a Cues Pierpoint C550 LSP
Sewer Televising Camera from EJ Equipment, Inc. of Manteno, Illinois in the amount of $63,650.00.
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McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2100
Fax: (815) 363-2119
The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest
quality of programs and services in a customer-oriented, efficient and fiscally responsible manner.
CONSENT AGENDA SUPPLEMENT
DATE: June 7, 2021
TO: City Council
FROM: Mayor Jett
RE: Standing Committees of the Council
The following is presented for the consent of the City Council for appointment to the Standing
Committees of the City Council:
Community Development Committee Alderman Pat Devine (Chair) Alderwoman Sue Miller Alderman Shawn Strach Finance & Personnel Committee Alderwoman Sue Miller (Chair)
Alderman Shawn Strach
Alderman Frank McClatchey
Parks & Recreation Committee Alderman Ryan Harding (Chair)
Alderman Pat Devine
Alderman Vic Santi
Public Works Committee Alderman Vic Santi (Chair)
Alderman Andy Glab
Alderman Ryan Harding
Recommendation: Approve the Standing Committees of the Council as presented for the
2021/22 Fiscal Year.
57
Office of the Mayor
Wayne Jett, Jr.
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2100
www.ci.mchenry.il.us
CONSENT AGENDA SUPPLEMENT
TO: City Council
FROM: Wayne Jett, Mayor
FOR: June 7th, 2021 Regular City Council meeting
RE: McHenry Police Pension Board of Trustees Appointment
Agenda Item Summary:
In March of 2021 the Mayor’s Office was notified that Ann Buss would be stepping down from her
appointed position on the McHenry Police Pension Board. Thomas Settles is being presented for
appointment to fill the vacant Board position with the advice and consent of the City Council.
Background:
In March of 2021 the Mayor’s Office was notified that Ann Buss who has been on the McHenry Police
Pension Board since April of 2019 would be stepping down at the end of her current appointment on
April 30th, 2021. With this vacancy the Mayor’s Office began to look at replacement options.
Through this process, Thomas Settles was identified and expressed an interest in filling the vacancy and
was met with by Chief Birk.
Analysis:
Mr. Settles has been a McHenry area resident since 1972. He has a professional career that spans
decades. After starting his career with Power Construction as a carpenter in 1971, Mr. Settles rose
through the ranks serving as President from 1991 to 2002, CEO from 2002 to 2004, and Vice Chairman
from 2004 to 2006. Power Construction is the largest general contractor firm in northern Illinois
employing over 270 employees and hundreds of sub-contractor employees. They have an annual
revenue that exceeds one billion dollars. After retiring from Power Construction Mr. Settles continue
working as a board member for the; Ronald McDonald House at Loyola Hospital, Resurrection
Healthcare, Presence Health, Amita Health Foundation and St. Johns Baptist Church Finance Board. He
has either chaired or co-chaired all of this professional boards.
Mr. Settles is a vested member of the McHenry Community who has always found way to give back. He
possesses all the attributes and skills needed to represent the City of McHenry on the McHenry Police
Pension Board.
Recommendation: A motion establishing City Council consent and approval of Mayor Jett’s appointment
of Thomas Settles to the vacant McHenry Police Pension Board of Trustees position which runs from
May 2021 and expires on April 30th, 2023.
58
Bill Hobson, Director of Parks and Recreation
McHenry Recreation Center
3636 Municipal Drive
McHenry, Illinois 60050
Phone: (815) 363-2160
Fax: (815) 363-3119
www.cityofmchenry.org/park_recreation
The City of McHenry is dedicated to providing its citizens, businesses, and visitors with the highest quality of programs
and services in a customer-oriented, efficient, and fiscally responsible manner.
CONSENT AGENDA SUPPLEMENT
DATE: June 7, 2021
TO: Mayor and City Council
FROM: Bill Hobson, Director of Parks and Recreation
RE: McHenry Parks & Recreation Facilities & Special Use permit requests
ATT: Permit List and Applications
All fees and documentation have been satisfactorily submitted for the attached McHenry Parks
& Recreation Facilities & Special Use permit requests.
If Council concurs, then it is recommended a motion is considered to approve the attached
McHenry Parks & Recreation Facilities & Special Use permit requests.
59
FOR COUNCIL MEETING ON JUNE 7, 2021
Shelter Rental Alcohol Permits
These are alcohol permit requests associated with shelter rentals
Date Applicant Address Park Purpose
06/26/21 Tiffany Larson 4518 Garden Quarter PP A Graduation Party
06/26/21 Jennifer Torres 1719 N Donovan Rd PP C Graduation Party
06/27/21 Kandice Konieczny 824 Limerick Ln PP B Graduation Party
08/01/21 Thomas Hausheer 3108 Turnberry Dr Vets Family Picnic
08/07/21 Delia Hurtado 125 S Cross Trail Knox A Baby Shower
08/08/21 Leon Schmitt 1810 N Riverside Dr PP A Family Picnic
09/04/21 Carol West 3514 Vine St PP A Birthday Party
Special Use Permits
These are special use permit requests associated with shelter rentals
Date Applicant Address Park Special Use
09/04/21 Carol West 3514 Vine St PP A Bounce House
Recreation Center Room Rental Alcohol Permits
These are alcohol permit requests associated with Recreation Center room rentals or programs.
Date Applicant Address Rec Center Purpose
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67
City of McHenry Council
Meeting Minutes
5.17.21
1
Minutes
REGULAR CITY COUNCIL MEETING
Monday, May 17, 2021, 7:00 p.m.
In light of the current COVID-19 public health emergency, this meeting will be held remotely
only.
The public can observe and participate by connecting online via Zoom at
https://cityofmchenry.zoom.us/j/98086800854
Or call 312-626-6799, Meeting ID: 980 8680 0854
Call to Order: The City Council of the City of McHenry, Illinois, met in regular session on
Monday, May 17, 2021, at 7:00 p.m.
The meeting was held remotely via Zoom due to the COVID-19 pandemic. The meeting was
in compliance with the Open Meetings Act per guidelines by the Illinois Attorney General’s
Office.
Roll Call: Mayor Jett called the roll call.
Members present: Alderman Santi, Alderman Glab, Alderman McClatchey, Alderman Harding
Alderman Strach, Alderman Devine, Alderwoman Miller, and Mayor Jett. Others present:
Attorney McArdle, Administrator Morefield, Director of Public Works Strange, Director of
Community Development Polerecky, Finance Director Lynch, Director of Parks and Recreation
Hobson, Director of Economic Development Martin, Chief of Police Birk, City Planner Sheriff,
and City Clerk Ramel.
Pledge of Allegiance: Mayor Jett led the pledge.
Public Comments: Keith Varkalis, resident, spoke regarding the zoning notice signs that went
up located across from Aldi, he noted that the IL statutes states that the signs need to be put
up two weeks prior, in a spot visual to the residents. He explained the sign facing the Aldi is a
spot where many can view it. In conclusion had requested that the sign faces west so that it
could have more public visibility.
Kristine Reinhard, resident, spoke regarding her experience, she attended the last planning
and zoning meeting; where she learned the process of what the training is and currently what
is transpiring. She learned that there was a decision to forgo the two-point process, questioned
the consistency of it and training. Demanding that Continental go through the correct process;
in regard to the zoning hearing that is upcoming for the apartment complex, by Continental.
Sam Catalano, resident, spoke to mirror the above statements and that zoning should follow
the process as well.
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City of McHenry Council
Meeting Minutes
5.17.21
6
Consent Agenda: Motion to Approve the following Consent Agenda Items:
A. An Ordinance amending Section 7-4-25 Fifteen Minute Parking of the McHenry
Municipal Code by adding a third, fifteen-minute parking spot on the north side of
Main Street in front of 3908 W. Main Street; (Birk)
B. Award of a material supply contract for bulk rock salt to Compass Minerals of
America, Inc. of Overland Park, Kansas in the amount of $114,463.56 (1,500 tons at
$76,309 per ton); and, to approve a contingency allowance for a twenty percent
overage on the contract in the amount of $22,893.00; (Strange)
C. Award of a contract to Visu-Sewer Inc. for the 2021 Sanitary Sewer Lining Program
in the amount of $170,913.00 (actual amount may vary based on final measured
quantities). (Strange)
D. Award of bid for the 2021 Thermoplastic Pavement Markings contract to Precision
Pavement Markings in an amount of $21,232.83 (actual amount may vary based on
final measured quantities); (Strange)
E. Liberty Club, NFP requests for street closure of Park Street from 1306/1308 Park to
Elm Street on Sunday, June 6, 2021 and Sunday, August 8, 2021 from 1:00pm to
6:00pm;
G. American Legion request for closure of the alley west of Riverside Drive on Sunday,
June 27, 2021 from 12:00pm to 5:00pm;
H. McHenry Rotary Club request to host the annual Oktoberfest Event at Miller Point on
Saturday, October 2, 2021 from 12:00pm to 11:00pm, and to reduce fees to the event
organizers by 50% for the event;
I .Parks & Recreation Facilities and Special Use Permit Requests;
J. May 3, 2021 City Council Meeting Minutes;
K. Issuance of Checks in the amount of $191,911.26;
L. Issuance of As Needed Checks in the amount of $951,573.53
A motion was made by Alderman Santi and seconded by Alderman Glab to approve
Consent Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi, Alderman
Glab, Alderman McClatchey, Alderman Harding, Alderman Strach, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
*Clerks Note: Consent Agenda Item F pulled for separate consideration by Alderman Glab
F. Dancin’ on Main Event request for street closure of a portion of Main Street from
9:00am to 5:00pm on Saturday, June 26, 2021, to allow open container and
consumption from 11:00am to 5:00pm, and to reduce fees to the event organizers
by 50% for the event;
Alderman Glab expressed his concerns with the closing off the Walgreens exit during this
event. The number of cars that enter and exit along with delivery trucks is very frequent on a
Saturday. The space for cars to turn around is not conducive to what is being asked, proposed
that we move it back a few hundred feet.
Chief Birk did meet with the event planners and walked the streets with them, in regard to live
music for the Main Street Event.
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City of McHenry Council
Meeting Minutes
5.17.21
6
A motion was made by Alderman Strach and seconded by Alderwoman Miller to approve
Consent Agenda Items as presented: Roll Call: Vote: 6-ayes: Alderman Santi, Alderman
McClatchey, Alderman Harding, Alderman Strach, Alderman Devine, Alderwoman Miller. 1-
nays- Alderman Glab, 0-abstained. Motion carried.
Individual Action Item Agenda:
a. Motions to approve Resolutions designating the following Honorary Street
Signs (Strange)
• The southwest corner of Elm Street and Riverside Drive as “Honorary Kay
Bates Way”
A motion was made by Alderman Santi and seconded by Alderman McCatchey to
approve Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi,
Alderman Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
• The intersection of Green Street and Municipal Drive as “Honorary Mark Justen
Way”
A motion was made by Alderman Santi and seconded by Alderwoman Harding to
approve Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi,
Alderman Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
• The southeast corner of Riverside Drive and Pearl Street as “Honorary James
Keevil Way”
A motion was made by Alderman Harding and seconded by Alderwoman Miller to
approve Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi,
Alderman Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
• The entirety of Brookwood Trail as “Honorary Mike Linderman Way”
A motion was made by Alderman Devin and seconded by Alderwoman Miller to approve
Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi, Alderman
Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
• The intersection of Kane Avenue and Green Street as “Honorary Judy Walsh
Smith Way”
A motion was made by Alderman McClatchey and seconded by Alderman Strach to
approve Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi,
Alderman Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
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City of McHenry Council
Meeting Minutes
5.17.21
6
B. Motion to approve an Ordinance amending the FY21/22 Tax Increment Finance Budget
in the amount of $14,500; and, to enter into an agreement with HR Green, Inc. to update
the 80% construction plans for the Riverwalk from north of the Route 120 Bridge to
South of Weber Park. (Hobson)
As explained by Director of Parks and Recreation, Hobson, work began in 2014 for the second
phase of the Riverwalk and now would like to add more to finalize the design elements. The
Riverwalk Foundation President, John Smith was present as well and he thanked The Council
for considering this along with he discussed the support of the business owners on Riverside
Drive. Alderman Santi thanked John Smith and his time for going over the Riverwalk ideas with
him. No public comment.
A motion was made by Alderman Santi and seconded by Alderwoman McClatchey to
approve Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi,
Alderman Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
C. Motion to permit the property located at 2303 W. Country Lane to connect to the City’s
sanitary sewer system and pay resident rates for both the connection and sanitary sewer
usage. (Polerecky)
Waiving annexation, will pay the normal resident rate. Has occurred with two separate
other properties.
No Public Comment.
A motion was made by Alderman Santi and seconded by Alderwoman Miller to approve
Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi, Alderman
Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
a. Motion to approve the transfer of a Class B Liquor License from Big ANG, Inc.
(Hickory Pit) to Kojak’s McHenry, Inc. dba Kojak’s, located at 3102 W. Illinois
Route 120. (Mayor Jett)
This is a whole new application and considered a brand new license, they are paying for almost
a full year, per Deputy Clerk Monte Johnson. No public comment.
A motion was made by Alderman Santi and seconded by Alderman Strach to approve
Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi, Alderman
Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
b. Subject to the approval of Agenda Item 6A, a motion to approve a Video Gaming
License for up to 4 terminals for Kojak’s McHenry, Inc. dba Kojak’s, located at
3102 W. Illinois Route 120. (Johnson)
No Public Comment
71
City of McHenry Council
Meeting Minutes
5.17.21
6
A motion was made by Alderman Santi and seconded by Alderwoman Miller to approve
Individual Agenda Items as presented: Roll Call: Vote: 7-ayes: Alderman Santi, Alderman
Glab, Alderman Schaefer, Alderman Harding, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
Discussion Items:
c. Presentation by Erik Doersching of Tracy Cross & Associates regarding the
results of an Apartment Study. (Polerecky)
Director Polerecky explained that there has been many inquires for apartments therefore Erik
gave an overview of the findings regarding this study.
d. Discussion regarding permitted areas for the establishment of Recreational
Marijuana Dispensaries. (Polerecky)
Cody Sherriff discussed the zoning regulations and shared a brief presentation regarding
the locations. Mayor Jett asked for input from The Council. The discussion went on for some
time regarding this. Many were in favor of expanding the areas where the dispensaries
could be located. Chief Birk did go ahead and discuss the security of the operations as well.
Conditional use /permitted use was also explained by Director Polerecky. Conditional Use
will prolog the process. The permitted use will allow a faster turn around time.
Executive Session:
A motion was made by Alderman Glab and seconded by Alderwoman Miller to adjourn
to Executive Session at 8:45 p.m. to discuss pending litigation the purchase or lease of
real estate property for the use of the public body, including meetings held for the purpose of
discussion whether a particular parcel should be acquired {5 ILCS 120/2(c)(5)}.
Mayor Jett reconvened the meeting from Executive Session at 9:05 p.m. A motion was
made by Alderman Glab and seconded by Alderwoman Miller to return to open session.
Roll Call: Vote: 7-ayes: Alderman Santi, Alderman Glab, Alderman Schaefer, Alderman
Harding, Alderman Mihevc, Alderman Devine, Alderwoman Miller. 0-nays, 0-abstained. Motion
carried.
Staff Reports:
f. Transmittal of Staff Report for May 17, 2021
Per Administrator Morefield to direct questions to himself regarding this report.
There will also be new IPADS old ones will be swapped out, look for information regarding
this.
In 14 weeks construction for Thorton’s to breaking ground.
Per Director Hobson – rentals are open, live music will be on the Riverwalk from 1-4
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City of McHenry Council
Meeting Minutes
5.17.21
6
Mayor’s Report: Committees will be contacted by Mayor Jett, in the upcoming weeks.
City Council Comments: None
Adjourn: A motion was made Alderman Santi and seconded by Alderman McClatchey
to adjourn the meeting at 9:25 PM. Roll Call: Vote:7-ayes: Alderman Santi, Alderman Glab,
Alderman McClatchey, Alderman Harding, Alderman Strach, Alderman Devine, Alderwoman
Miller. 0-nay-, 0-abstained. Motion carried.
X
Mayor Wayne Jett
X
City Clerk Trisha Ramel
73
Expense Approval Register
McHenry, IL List of Bills Council Meeting ‐ 6‐7‐21
Vendor Name Payable Number Post Date Description (Item) Account Number Amount
Vendor: A‐ABLE ALARM SERVICE INC
A‐ABLE ALARM SERVICE INC
67878
04/30/2021
BB KEYS
100‐22‐6210
29.94
Vendor A‐ABLE ALARM SERVICE INC Total:
29.94
Vendor: AEP ENERGY
AEP ENERGY
INV0011575
04/30/2021
UTIL
100‐33‐5520
2,454.11
AEP ENERGY
INV0011575
04/30/2021
UTIL
100‐42‐5510
244.40
AEP ENERGY
INV0011575
04/30/2021
UTIL
100‐45‐5510
581.71
AEP ENERGY
INV0011575
04/30/2021
UTIL
400‐00‐5510
3,717.41
AEP ENERGY
INV0011576
04/30/2021
UTIL
510‐31‐5510
9,853.32
AEP ENERGY
INV0011576
04/30/2021
UTIL
510‐32‐5510
19,436.61
Vendor AEP ENERGY Total: 36,287.56
Vendor: AQUA PA
AQUA PA
MS‐3064101
06/01/2021
READS
510‐32‐5110
160.50
Vendor AQUA PA Total:
160.50
Vendor: ARAMARK
ARAMARK
13446380
04/30/2021
P GORNIAK UNIF
100‐45‐4510
61.95
ARAMARK 23443602 04/30/2021 T CROWDER UNIF 100‐45‐4510 87.16
Vendor ARAMARK Total:
149.11
Vendor: ASCAP
ASCAP
100005573519
06/07/2021
LIC FEE
210‐00‐5110
251.50
Vendor ASCAP Total:
251.50
Vendor: BAKER & SON CO, PETER
BAKER & SON CO, PETER
32799
06/07/2021
HMA MAT CONTR
100‐33‐6110
6,820.04
Vendor BAKER & SON CO, PETER Total:
6,820.04
Vendor: BOERNER, JONATHAN
BOERNER, JONATHAN
305523
06/07/2021
CXL
100‐41‐3637
40.00
Vendor BOERNER, JONATHAN Total: 40.00
Vendor: BRAND, KRISTIN
BRAND, KRISTIN 302184 06/07/2021 CXL LEAGUE 100‐41‐3637 375.00
Vendor BRAND, KRISTIN Total:
375.00
Vendor: CABAY & COMPANY INC
CABAY & COMPANY INC
64402
04/30/2021
CLEANING SUPP
400‐00‐6111
445.22
Vendor CABAY & COMPANY INC Total:
445.22
Vendor: CONDUENT HR CONSULTING LLC
CONDUENT HR CONSULTING
2466370
04/30/2021
APRILSVS FEES
600‐00‐6960
58.50
Vendor CONDUENT HR CONSULTING LLC Total:
58.50
Vendor: HLR
HLR
20210798
04/30/2021
BV PHASE I BIKE PATH
440‐00‐8900
1,141.00
HLR
20210803
04/30/2021
DARTMOOR DR RESURF PH II
270‐00‐8600
370.00
Vendor HLR Total:
1,511.00
Vendor: HRGREEN
HRGREEN
139733
04/30/2021
STP GREEN ST
270‐00‐8600
2,718.10
HRGREEN
141544
04/30/2021
STP GREEN ST
270‐00‐8600
10,109.90
HRGREEN
142123
04/30/2021
IL BOND FUNDED RD PGM
270‐00‐8605
30,000.00
Vendor HRGREEN Total:
42,828.00
Vendor: MASSEY, ALEXANDRA
MASSEY, ALEXANDRA
305195
06/07/2021
CXL
100‐41‐3637
75.00
Vendor MASSEY, ALEXANDRA Total: 75.00
6/2/2021 1:50:07 PM
74
Expense Approval Register Packet: APPKT02120 ‐ 6‐7‐21 AP CKS
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: MCANDREWS PC, THE LAW OFFICE OF PATRICK
MCANDREWS PC, THE LAW INV0011577 06/07/2021 MAY 2021 100‐01‐5230 4,000.00
Vendor MCANDREWS PC, THE LAW OFFICE OF PATRICK Total:
4,000.00
Vendor: MCHENRY COMMUNITY HIGH SCHOOL DIST 156
MCHENRY COMMUNITY HIGH INV0011579 06/07/2021 FEB‐APRIL 2021 OPER FEES 260‐00‐6970 32,053.00
Vendor MCHENRY COMMUNITY HIGH SCHOOL DIST 156 Total:
32,053.00
Vendor: MCHENRY COMMUNITY SCHOOL DIST #15
MCHENRY COMMUNITY
INV0011578
06/07/2021
FEB‐APRIL 2021 OPER FEES
260‐00‐6970
44,024.00
Vendor MCHENRY COMMUNITY SCHOOL DIST #15 Total:
44,024.00
Vendor: MCHENRY COUNTY RECORDER OF DEEDS
MCHENRY COUNTY RECORDER
2021518‐16
06/07/2021
3RD QTR
620‐00‐5110
275.00
Vendor MCHENRY COUNTY RECORDER OF DEEDS Total: 275.00
Vendor: MCHENRY PUBLIC LIBRARY
MCHENRY PUBLIC LIBRARY
INV0011580
06/07/2021
FEB‐APRIL 2021 OPER FEES
260‐00‐6980
2,542.00
Vendor MCHENRY PUBLIC LIBRARY Total:
2,542.00
Vendor: MCHENRY TOWNSHIP FIRE PROTECTION DIST
MCHENRY TOWNSHIP FIRE
INV0011581
06/07/2021
FEB‐APRIL 2021 OPER EES
260‐00‐6990
1,230.00
Vendor MCHENRY TOWNSHIP FIRE PROTECTION DIST Total:
1,230.00
Vendor: MULCH CENTER, THE
MULCH CENTER, THE
193853
04/30/2021
MULCH
100‐45‐6110
1,400.00
Vendor MULCH CENTER, THE Total:
1,400.00
Vendor: MUNICIPAL COLLECTION SERVICES INC
MUNICIPAL COLLECTION
019113
04/30/2021
COLL FEES
400‐00‐5110
448.68
MUNICIPAL COLLECTION
019114
04/30/2021
COLL FEES
510‐31‐5110
29.42
MUNICIPAL COLLECTION
121
04/30/2021
COLL FEES
100‐04‐5110
41.30
Vendor MUNICIPAL COLLECTION SERVICES INC Total:
519.40
Vendor: NICOR GAS
NICOR GAS
INV0011582
04/30/2021
UTIL
100‐01‐5110
1,395.02
NICOR GAS
INV0011582
04/30/2021
UTIL
100‐42‐5510
280.84
NICOR GAS INV0011582 04/30/2021 UTIL 100‐43‐5510 89.12
NICOR GAS
INV0011582
04/30/2021
UTIL
100‐45‐5510
369.07
NICOR GAS
INV0011582
04/30/2021
UTIL
100‐46‐5510
35.31
NICOR GAS
INV0011583
04/30/2021
UTIL
510‐31‐5510
877.20
NICOR GAS
INV0011583
04/30/2021
UTIL
510‐32‐5510
6,513.32
Vendor NICOR GAS Total:
9,559.88
Vendor: PDC LABORATORIES INC
PDC LABORATORIES INC
I9462329
04/30/2021
PDC LAB APRIL 2021
510‐31‐5110
620.00
Vendor PDC LABORATORIES INC Total:
620.00
Vendor: PINK DOOR THRIFT
PINK DOOR THRIFT
P21‐04‐001
06/07/2021
TEMP SIGN REFUND
100‐00‐3410
30.00
Vendor PINK DOOR THRIFT Total:
30.00
Vendor: ROBINSON ENGINEERING LTD
ROBINSON ENGINEERING LTD 21050123 04/30/2021 RIVERWALK SEWER RELOC 510‐32‐8500 1,744.46
Vendor ROBINSON ENGINEERING LTD Total:
1,744.46
Vendor: SEMROW JR, HARRY H
SEMROW JR, HARRY H 4‐2021 04/30/2021 APRIL 2021 ADMIN LAW JUDGE 100‐03‐5110 90.00
SEMROW JR, HARRY H 4‐2021 04/30/2021 APRIL 2021 ADMIN LAW JUDGE 100‐22‐5110 810.00
Vendor SEMROW JR, HARRY H Total:
900.00
Vendor: UMB BANK NA
UMB BANK NA
854837
06/07/2021
FEES
300‐00‐7300
318.00
Vendor UMB BANK NA Total:
318.00
Vendor: US BANK EQUIPMENT FINANCE
US BANK EQUIPMENT FINANCE
442815528
06/07/2021
C HALL RICOH'S
620‐00‐5110
598.56
US BANK EQUIPMENT FINANCE
443626296
06/07/2021
PW RICOH'S
620‐00‐5110
336.21
Vendor US BANK EQUIPMENT FINANCE Total:
934.77
6/2/2021 1:50:07 PM
75
Expense Approval Register Packet: APPKT02120 ‐ 6‐7‐21 AP CKS
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: WINNEBAGO LANDFILL CO
WINNEBAGO LANDFILL CO 7831 06/07/2021 SLUDGE 510‐32‐5580 4,374.40
Vendor WINNEBAGO LANDFILL CO Total:
4,374.40
Vendor: ZUKOWSKI ROGERS FLOOD & MCARDLE
ZUKOWSKI ROGERS FLOOD & 149110 06/07/2021 TRAFFIC 100‐01‐5230 6,567.16
Vendor ZUKOWSKI ROGERS FLOOD & MCARDLE Total:
6,567.16
Grand Total:
200,123.44
6/2/2021 1:50:07 PM
76
Expense Approval Register Packet: APPKT02120 ‐ 6‐7‐21 AP CKS
Fund Summary
Fund
Expense Amount
100 ‐ GENERAL FUND 25,877.13
210 ‐ BAND FUND
251.50
260 ‐ ANNEXATION FUND
79,849.00
270 ‐ MOTOR FUEL TAX FUND
43,198.00
300 ‐ DEBT SERVICE‐1997A FUND 318.00
400 ‐ RECREATION CENTER FUND 4,611.31
440 ‐ CAPITAL IMPROVEMENTS FUND
1,141.00
510 ‐ WATER/SEWER FUND
43,609.23
600 ‐ EMPLOYEE INSURANCE FUND 58.50
620 ‐ INFORMATION TECHNOLOGY FUND
1,209.77
Grand Total:
200,123.44
77
Expense Approval Register
McHenry, IL #2 List of Bills Council Meeting ‐ 6‐7‐21
Vendor Name Payable Number Post Date Description (Item) Account Number Amount
Vendor: 1‐800‐BOARDUP
1‐800‐BOARDUP
247490
06/07/2021
Board Up Service
100‐03‐5110
572.12
Vendor 1‐800‐BOARDUP Total:
572.12
Vendor: ADAMS STEEL SERVICE & SUPPLY, INC
ADAMS STEEL SERVICE &
369929
06/07/2021
honorary sign 369929
100‐33‐5370
240.94
ADAMS STEEL SERVICE &
370168
06/07/2021
Park supplies
100‐45‐6110
320.00
ADAMS STEEL SERVICE &
INV370099
06/07/2021
Sludge Dryer Nitrogen Bottle
510‐32‐5375
52.75
Vendor ADAMS STEEL SERVICE & SUPPLY, INC Total:
613.69
Vendor: ADVANCED COMMUNICATIONS INC
ADVANCED
16147
06/07/2021
Council Chambers Crestron
620‐00‐8300
7,237.00
Vendor ADVANCED COMMUNICATIONS INC Total: 7,237.00
Vendor: AT&T
AT&T 9 662 5‐11‐21 06/07/2021 Voice Over IP ‐ IP‐Flex 620‐00‐5320 380.83
AT&T
9184 5‐19‐21
06/07/2021
AT&T Network on Demand
620‐00‐5110
1,498.28
AT&T
9184 5‐19‐21
06/07/2021
AT&T Monthly Phone Invoice
620‐00‐5320
1,137.90
AT&T
9615 5‐19‐21
06/07/2021
AT&T Fiber Internet 100M
620‐00‐5110
1,129.25
Vendor AT&T Total:
4,146.26
Vendor: BIG KID POWERSPORTS
BIG KID POWERSPORTS
5‐14‐21 365
06/07/2021
365 (wheels & tires)
100‐22‐5370
855.80
Vendor BIG KID POWERSPORTS Total:
855.80
Vendor: BUNDY AUDIO
BUNDY AUDIO
4350
06/07/2021
BodyPack Repair
400‐40‐5375
144.00
Vendor BUNDY AUDIO Total: 144.00
Vendor: BUSS FORD SALES
BUSS FORD SALES 5040591 06/07/2021 315 (5040591) 100‐22‐5370 58.86
Vendor BUSS FORD SALES Total:
58.86
Vendor: CAREY ELECTRIC
CAREY ELECTRIC
402894
06/07/2021
Elecrical supplies
100‐45‐6110
1,205.00
Vendor CAREY ELECTRIC Total:
1,205.00
Vendor: CDW GOVERNMENT INC
CDW GOVERNMENT INC
D451929
06/07/2021
Adobe InDesign Software
620‐00‐6110
403.88
Vendor CDW GOVERNMENT INC Total:
403.88
Vendor: CENTURY SPRINGS
CENTURY SPRINGS
2668989
04/30/2021
Lab Water INV# 2668989
510‐32‐6110
19.00
CENTURY SPRINGS
2675233
04/30/2021
Lab Water INV#
510‐32‐6110
27.00
CENTURY SPRINGS
2683411
06/07/2021
Lab Water INV# 2683411
510‐32‐6110
19.00
CENTURY SPRINGS
2689721
06/07/2021
Lab Water‐ INV# 2689721
510‐32‐6110
27.57
Vendor CENTURY SPRINGS Total:
92.57
Vendor: CINTAS
CINTAS
5059774685
04/30/2021
Cintas Rec Center Check
400‐00‐6130
162.39
Vendor CINTAS Total:
162.39
Vendor: COMCAST CABLE
COMCAST CABLE
0595 5‐20‐21
06/07/2021
Lakeland Park Community
620‐00‐5110
158.45
Vendor COMCAST CABLE Total:
158.45
Vendor: CONNEY SAFETY PRODUCTS
CONNEY SAFETY PRODUCTS
05983500
06/07/2021
Gloves, Ice Packs, &
100‐42‐6110
108.99
CONNEY SAFETY PRODUCTS
05983500
06/07/2021
Gloves, Ice Packs, &
100‐43‐6110
107.73
Vendor CONNEY SAFETY PRODUCTS Total: 216.72
Vendor: DLT SOLUTIONS, LLC
DLT SOLUTIONS, LLC
SI520099
06/07/2021
RAPID RECOVERY FOR
620‐00‐5110
715.90
6/2/2021 1:52:45 PM
78
Expense Approval Register Packet: APPKT02121 ‐ 6‐7‐21 RECT INV
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
DLT SOLUTIONS, LLC
SI520099
06/07/2021
RAPID RECOVERY FOR HYPER‐V
620‐00‐5110
715.91
Vendor DLT SOLUTIONS, LLC Total:
1,431.81
Vendor: DREISILKER ELECTRIC MOTORS INC
DREISILKER ELECTRIC MOTORS
PO153989
06/07/2021
Exhaust Fan Belts/Pen Lube
510‐32‐5375
97.40
Vendor DREISILKER ELECTRIC MOTORS INC Total:
97.40
Vendor: EBY GRAPHICS INC
EBY GRAPHICS INC
7839
06/07/2021
Law Signs
100‐22‐6110
86.76
Vendor EBY GRAPHICS INC Total: 86.76
Vendor: ED'S RENTAL & SALES INC
ED'S RENTAL & SALES INC
325183‐1
06/07/2021
Trencher/Bed Edger INV#
100‐33‐6110
95.00
Vendor ED'S RENTAL & SALES INC Total:
95.00
Vendor: EJ USA INC
EJ USA INC
110210034449
06/07/2021
Hydrant Aux valve Risers
510‐35‐6110
1,998.72
Vendor EJ USA INC Total:
1,998.72
Vendor: EVERBRIDGE
EVERBRIDGE
M62784
06/07/2021
Nixle 360
620‐00‐5110
8,000.00
Vendor EVERBRIDGE Total:
8,000.00
Vendor: FASTENAL
FASTENAL
ILWOD176679
06/07/2021
Utility Locating Paint
510‐35‐6110
117.74
Vendor FASTENAL Total:
117.74
Vendor: FISCHER BROS FRESH
FISCHER BROS FRESH 15614 06/07/2021 Concrete Knox Pool 100‐45‐6110 471.00
Vendor FISCHER BROS FRESH Total:
471.00
Vendor: G & E GREENHOUSES INC
G & E GREENHOUSES INC 178156 06/07/2021 Flowers 100‐03‐5120 524.00
Vendor G & E GREENHOUSES INC Total:
524.00
Vendor: GALLS LLC
GALLS LLC
018290125
06/07/2021
Uniform Order ‐ Ehardt
100‐22‐4510
73.07
GALLS LLC
018315397
06/07/2021
Uniform Order ‐ Havens
100‐23‐4510
145.98
GALLS LLC 018357097 04/30/2021 Uniform Order ‐ Miller 100‐23‐4510 121.16
GALLS LLC
018357484
06/07/2021
Uniform Order ‐ Krueger
100‐22‐4510
74.95
GALLS LLC
018365273
06/07/2021
Uniform Order ‐ Vasquez
100‐23‐4510
125.25
GALLS LLC
018393145
06/07/2021
Uniform Order ‐ Havens
100‐23‐4510
120.27
GALLS LLC 018403240 04/30/2021 Uniform Order 100‐22‐4510 74.30
Vendor GALLS LLC Total:
734.98
Vendor: HARM'S FARM
HARM'S FARM
29379
06/07/2021
Downtown Supplies
100‐45‐6110
89.95
Vendor HARM'S FARM Total:
89.95
Vendor: HEARTLAND BUSINESS SYSTEMS, LLC
HEARTLAND BUSINESS
441349‐H
06/07/2021
Microsoft Monthly M365
620‐00‐5110
4,080.75
Vendor HEARTLAND BUSINESS SYSTEMS, LLC Total:
4,080.75
Vendor: HERITAGE‐CRYSTAL CLEAN LLC
HERITAGE‐CRYSTAL CLEAN LLC
16800733
06/07/2021
Parts Cleaner Service INV#
510‐32‐6110
216.69
HERITAGE‐CRYSTAL CLEAN LLC
16800769
06/07/2021
Solvent Tank Cleaner INV#
100‐33‐6110
216.69
Vendor HERITAGE‐CRYSTAL CLEAN LLC Total:
433.38
Vendor: INNOVATIVE BOILER SYSTEMS, INC
INNOVATIVE BOILER SYSTEMS, 21‐7882 04/30/2021 Dryer Maintenance to boiler 510‐32‐5375 7,280.60
Vendor INNOVATIVE BOILER SYSTEMS, INC Total:
7,280.60
Vendor: INTERSTATE BILLING SERVICE INC
INTERSTATE BILLING SERVICE 3023384495 06/07/2021 407 ‐ 3023384495 100‐33‐5370 630.00
INTERSTATE BILLING SERVICE
3023389411
06/07/2021
416 ‐ 3023389411
100‐33‐5370
2,761.52
INTERSTATE BILLING SERVICE
3023414063
06/07/2021
416 ‐ 3023414063
100‐33‐5370
13.74
Vendor INTERSTATE BILLING SERVICE INC Total: 3,405.26
6/2/2021 1:52:45 PM
79
Expense Approval Register Packet: APPKT02121 ‐ 6‐7‐21 RECT INV
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: IPAC
IPAC 722‐047 06/07/2021 Membership Dues 100‐22‐5410 100.00
Vendor IPAC Total:
100.00
Vendor: JENSEN, TED
JENSEN, TED 03796 06/07/2021 Broadway Lift Guide Rails 510‐32‐5380 1,492.56
Vendor JENSEN, TED Total:
1,492.56
Vendor: JG UNIFORMS INC
JG UNIFORMS INC
84631
06/07/2021
Vest Cover ‐ Zajac
100‐22‐4510
178.06
JG UNIFORMS INC
84694
06/07/2021
Body Armor ‐ Martinez
100‐22‐6270
835.00
JG UNIFORMS INC 84695 06/07/2021 Body Armor ‐ Lincicum 100‐22‐6270 835.00
Vendor JG UNIFORMS INC Total:
1,848.06
Vendor: KIMBALL MIDWEST
KIMBALL MIDWEST
8875962
06/07/2021
kimball stock (8875962)
100‐33‐5370
220.94
KIMBALL MIDWEST 8896781 06/07/2021 kimball stock (8896781) 100‐33‐5370 519.85
Vendor KIMBALL MIDWEST Total:
740.79
Vendor: LINCOLN AQUATICS
LINCOLN AQUATICS
38289952
06/07/2021
Algea Brush
100‐42‐6110
70.11
LINCOLN AQUATICS 38290349 06/07/2021 Beach Supplies 100‐43‐6110 115.30
LINCOLN AQUATICS
38290376
06/07/2021
Binoculars for Beach
100‐43‐6110
108.61
LINCOLN AQUATICS
D7624100
06/07/2021
Toypedo Bandits Toys
100‐42‐6110
35.71
LINCOLN AQUATICS
D8730920
06/07/2021
Pool & Beach Supplies
100‐42‐6110
79.99
LINCOLN AQUATICS
D8730920
06/07/2021
Pool & Beach Supplies
100‐43‐6110
107.00
Vendor LINCOLN AQUATICS Total:
516.72
Vendor: MAC BUSINESS SOLUTIONS, INC
MAC BUSINESS SOLUTIONS,
I‐190493
06/07/2021
City Council iPads 10.2‐inch
620‐00‐6270
2,187.85
Vendor MAC BUSINESS SOLUTIONS, INC Total:
2,187.85
Vendor: MCHENRY AREA CHAMBER OF COMMERCE
MCHENRY AREA CHAMBER OF
70016
06/07/2021
Chamber Summer Scramble
100‐06‐5430
28.00
MCHENRY AREA CHAMBER OF
70017
06/07/2021
ShopNDine Ads Chamber Film
100‐06‐5110
200.00
MCHENRY AREA CHAMBER OF
70018
06/07/2021
Ads Chamber Wine Walk,
100‐06‐5110
150.00
Vendor MCHENRY AREA CHAMBER OF COMMERCE Total:
378.00
Vendor: MCHENRY HEATING & AIR INC
MCHENRY HEATING & AIR INC
S‐69686
06/07/2021
Aaon Studio 1 Rooftop Unit
400‐00‐5375
260.00
Vendor MCHENRY HEATING & AIR INC Total:
260.00
Vendor: MCHENRY MARLINS AQUATIC CLUB
MCHENRY MARLINS AQUATIC
319
06/07/2021
MMAC Meet Fees
100‐47‐5110
162.00
Vendor MCHENRY MARLINS AQUATIC CLUB Total: 162.00
Vendor: MCMASTER‐CARR SUPPLY CO
MCMASTER‐CARR SUPPLY CO 58871928 06/07/2021 6" Hose Dryer #58871928 510‐32‐5375 158.36
Vendor MCMASTER‐CARR SUPPLY CO Total:
158.36
Vendor: MENDEZ LANDSCAPING & BRICK PAVERS INC
MENDEZ LANDSCAPING &
10419
04/30/2021
City Hall grounds maintenance
100‐03‐5120
360.00
Vendor MENDEZ LANDSCAPING & BRICK PAVERS INC Total:
360.00
Vendor: MID AMERICAN WATER OF WAUCONDA INC
MID AMERICAN WATER OF
201675W
06/07/2021
4'x3" esscentric Reducer
510‐32‐5375
135.00
MID AMERICAN WATER OF
238595W
06/07/2021
Partner saw
510‐35‐6110
235.00
Vendor MID AMERICAN WATER OF WAUCONDA INC Total:
370.00
Vendor: MIDWEST HOSE AND FITTINGS INC
MIDWEST HOSE AND FITTINGS
209721
06/07/2021
444 209721
100‐33‐5370
152.71
MIDWEST HOSE AND FITTINGS
209829
06/07/2021
2"Ball valve & 1‐1/2 water
510‐35‐6110
78.97
MIDWEST HOSE AND FITTINGS 209861 06/07/2021 Hose repair supplies 100‐33‐6115 92.59
Vendor MIDWEST HOSE AND FITTINGS INC Total:
324.27
Vendor: MIDWEST POWER INDUSTRY, INC
MIDWEST POWER INDUSTRY,
378
06/07/2021
Prev Maint Generator
100‐23‐5110
1,050.00
MIDWEST POWER INDUSTRY, 379 06/07/2021 Generator Monitoring 100‐23‐5110 360.00
Vendor MIDWEST POWER INDUSTRY, INC Total:
1,410.00
6/2/2021 1:52:45 PM
80
Expense Approval Register Packet: APPKT02121 ‐ 6‐7‐21 RECT INV
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: MILLER MONUMENT COMPANY
MILLER MONUMENT 5‐13‐21 06/07/2021 Donation Bricks (Tree 100‐33‐6950 299.70
Vendor MILLER MONUMENT COMPANY Total:
299.70
Vendor: MINUTEMAN PRESS OF MCH
MINUTEMAN PRESS OF MCH 95575 06/07/2021 NOTARY STAMP NOLAN 100‐22‐6210 33.75
MINUTEMAN PRESS OF MCH 95576 06/07/2021 APPROVED STICKERS 100‐03‐6210 129.00
MINUTEMAN PRESS OF MCH
95600
06/07/2021
Pool Signs
100‐42‐6110
50.00
Vendor MINUTEMAN PRESS OF MCH Total: 212.75
Vendor: MOTOROLA
MOTOROLA 5681320210401 06/07/2021 Monthly Starcom21 100‐22‐5320 2,453.00
Vendor MOTOROLA Total:
2,453.00
Vendor: NORTH EAST MULTI‐REGIONAL TRAINING INC
NORTH EAST MULTI‐REGIONAL
281653 1990
06/07/2021
NEMRT Traning
100‐22‐5430
4,750.00
NORTH EAST MULTI‐REGIONAL 281653 06/07/2021 NEMRT Training 100‐23‐5430 2,185.00
Vendor NORTH EAST MULTI‐REGIONAL TRAINING INC Total:
6,935.00
Vendor: PDQ.COM CORPORATION
PDQ.COM CORPORATION
1668QUH
06/07/2021
PDQ Software Renewal
620‐00‐5110
900.00
Vendor PDQ.COM CORPORATION Total:
900.00
Vendor: PETROCHOICE LLC
PETROCHOICE LLC
50527162
04/30/2021
Fuel Bill
100‐03‐6250
156.61
PETROCHOICE LLC
50532727
04/30/2021
Fuel Bill
100‐03‐6250
45.53
PETROCHOICE LLC
50540834
04/30/2021
Fuel Bill
100‐03‐6250
136.86
PETROCHOICE LLC 50553624 06/07/2021 Fuel ‐ UTY ‐ 50553624 510‐35‐6250 617.27
PETROCHOICE LLC
50553640
06/07/2021
Fuel Bill
100‐03‐6250
176.24
PETROCHOICE LLC
50553641
06/07/2021
Fuel ‐ WW ‐ 50553641
510‐32‐6250
875.29
PETROCHOICE LLC 50553642 06/07/2021 Fuel ‐ WTR ‐ 50553642 510‐31‐6250 104.26
PETROCHOICE LLC 50553644 06/07/2021 Fuel ‐ STS ‐ 50553644 100‐33‐6250 1,201.10
PETROCHOICE LLC
50553645
06/07/2021
Fuel 50553645
100‐22‐6250
2,943.47
PETROCHOICE LLC
50555256
06/07/2021
engine oil (555256)
100‐33‐6250
2,897.71
PETROCHOICE LLC
50560544
06/07/2021
Fuel ‐ UTY ‐ 50560544
510‐35‐6250
377.76
PETROCHOICE LLC 50560560 06/07/2021 Fuel Bill 100‐03‐6250 105.63
PETROCHOICE LLC
50560561
06/07/2021
Fuel ‐ WW ‐ 50560561
510‐32‐6250
59.24
PETROCHOICE LLC
50560562
06/07/2021
Fuel ‐ WTR ‐ 50560562
510‐31‐6250
61.13
PETROCHOICE LLC
50560563
06/07/2021
Fuel
100‐45‐6250
305.05
PETROCHOICE LLC
50560564
06/07/2021
Fuel ‐ STS ‐ 50560564
100‐33‐6250
731.94
PETROCHOICE LLC 50560565 06/07/2021 Fuel 50560565 100‐22‐6250 1,715.74
PETROCHOICE LLC
50560675
04/30/2021
Fuel ‐ UTY ‐ 50560675
510‐35‐6250
39.59
PETROCHOICE LLC
50567542
06/07/2021
Fuel ‐ UTY ‐ 50567542
510‐35‐6250
600.28
PETROCHOICE LLC
50567557
06/07/2021
Fuel BIll
100‐03‐6250
105.11
PETROCHOICE LLC 50567558 06/07/2021 Fuel ‐ WW ‐ 50567558 510‐32‐6250 574.96
PETROCHOICE LLC
50567559
06/07/2021
Fuel ‐ WTR ‐ 50567559
510‐31‐6250
57.90
PETROCHOICE LLC
50567560
06/07/2021
Fuel
100‐45‐6250
386.13
PETROCHOICE LLC
50567561
06/07/2021
Fuel ‐ STS ‐ 50567561
100‐33‐6250
1,368.39
Vendor PETROCHOICE LLC Total:
15,643.19
Vendor: PETTIBONE & CO, P F
PETTIBONE & CO, P F
180468
06/07/2021
Electronic Ticket Paper
100‐22‐6210
235.80
PETTIBONE & CO, P F
180495
06/07/2021
Parking Tickets
100‐22‐6210
1,302.50
PETTIBONE & CO, P F 180520 06/07/2021 Mourning Bands 100‐22‐6210 30.00
Vendor PETTIBONE & CO, P F Total:
1,568.30
Vendor: PITEL SEPTIC INC
PITEL SEPTIC INC
19576
06/07/2021
Portabler Toilets
100‐45‐5110
80.00
Vendor PITEL SEPTIC INC Total:
80.00
Vendor: PROSHRED SECURITY
PROSHRED SECURITY
990085035
06/07/2021
Monthly Shred
100‐22‐5110
68.67
Vendor PROSHRED SECURITY Total: 68.67
6/2/2021 1:52:45 PM
81
Expense Approval Register Packet: APPKT02121 ‐ 6‐7‐21 RECT INV
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: RESTORATION 1
RESTORATION 1 2546 06/07/2021 Clean Holding Cell/Squad 100‐22‐5110 248.00
Vendor RESTORATION 1 Total:
248.00
Vendor: ROCK 'N' KIDS INC
ROCK 'N' KIDS INC MCHSP21 06/07/2021 Cont ‐ Kid Rock 100‐46‐5110 224.00
Vendor ROCK 'N' KIDS INC Total:
224.00
Vendor: SCHOPEN PEST SOLUTIONS INC
SCHOPEN PEST SOLUTIONS INC
102284
06/07/2021
Pest Control
100‐03‐5120
162.00
Vendor SCHOPEN PEST SOLUTIONS INC Total:
162.00
Vendor: SHERWIN‐WILLIAMS CO, THE
SHERWIN‐WILLIAMS CO, THE
1217‐1
06/07/2021
Fire Hydrant paint (Tran#1217‐
510‐35‐6110
669.60
Vendor SHERWIN‐WILLIAMS CO, THE Total: 669.60
Vendor: STANS LPS MIDWEST
STANS LPS MIDWEST
360133
06/07/2021
PW Plotter ‐ Black Ink
620‐00‐5110
119.00
Vendor STANS LPS MIDWEST Total:
119.00
Vendor: STORM WIND, LLC
STORM WIND, LLC
35636
06/07/2021
IT Online Training Subscription
620‐00‐5430
4,470.00
Vendor STORM WIND, LLC Total:
4,470.00
Vendor: SUBURBAN PROPANE, L.P.
SUBURBAN PROPANE, L.P.
63657
06/07/2021
Propane ‐ STS ‐ 63657
100‐33‐6110
31.41
Vendor SUBURBAN PROPANE, L.P. Total:
31.41
Vendor: TEAM REIL INC
TEAM REIL INC
22814
06/07/2021
park supplies
100‐45‐6110
116.00
Vendor TEAM REIL INC Total: 116.00
Vendor: TOPS IN DOG TRAINING CORP
TOPS IN DOG TRAINING CORP 23292 06/07/2021 Canine Food/Boarding 100‐22‐6310 406.49
Vendor TOPS IN DOG TRAINING CORP Total:
406.49
Vendor: TREDROC TIRE/ANTIOCH 002
TREDROC TIRE/ANTIOCH 002
7020042652
06/07/2021
802 (42652)
510‐35‐5370
1,552.75
Vendor TREDROC TIRE/ANTIOCH 002 Total:
1,552.75
Vendor: TRIEBOLD IMPLEMENT INC
TRIEBOLD IMPLEMENT INC
IW87284
06/07/2021
154 iw87284
100‐45‐5370
253.25
Vendor TRIEBOLD IMPLEMENT INC Total:
253.25
Vendor: ULINE
ULINE
133903614
06/07/2021
Gloves INV# 133903614
510‐32‐6110
185.74
Vendor ULINE Total: 185.74
Vendor: VICTOR FORD, INC
VICTOR FORD, INC 157394 06/07/2021 427 (157394) 100‐33‐5370 41.92
VICTOR FORD, INC
157395
06/07/2021
427 (157395)
100‐33‐5370
512.13
VICTOR FORD, INC
157418
06/07/2021
423 157418
100‐33‐5370
53.46
VICTOR FORD, INC
157461
06/07/2021
332 157461
100‐22‐5370
317.76
VICTOR FORD, INC
157673
06/07/2021
502 157673
510‐31‐5370
218.57
VICTOR FORD, INC
378516
06/07/2021
325 (378516)
100‐22‐5370
2,070.15
Vendor VICTOR FORD, INC Total: 3,213.99
Grand Total:
94,835.54
6/2/2021 1:52:45 PM
82
Expense Approval Register Packet: APPKT02121 ‐ 6‐7‐21 RECT INV
Fund Summary
Fund
Expense Amount
100 ‐ GENERAL FUND 43,183.45
400 ‐ RECREATION CENTER FUND
566.39
510 ‐ WATER/SEWER FUND
17,950.70
620 ‐ INFORMATION TECHNOLOGY FUND
33,135.00
Grand Total:
94,835.54
6/2/2021 1:52:45 PM
83
Monte Johnson
Deputy City Clerk
333 S Green Street
McHenry, Illinois 60050
Phone: (815) 363-2100
Fax: (815) 363-2119
mjohnson@cityofmchenry.org
The City of McHenry is dedicated to providing its citizens, businesses, and visitors with the highest quality of programs and
services in a customer-oriented, efficient, and fiscally responsible manner.
CONSENT AGENDA ITEM
DATE: June 7, 2021
TO: Mayor and City Council
FROM: Monte Johnson
RE: Video Gaming License Application by the Hub Market
AGENDA ITEM SUMMARY:
The Hub Market has submitted an application for video gaming. They have held a Class A liquor
license since 2018. Prior to the issuance of a license, they would be required to complete a
Video Gaming Development Agreement with the City Administrator.
RECOMMENDATION:
Therefore, if Council concurs, then it is recommended a motion be made to approve a video
gaming license to the Hub Market at 1210 N Green Street.
84
85
Department of
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2110
Fax: (815) 363-2128
www.ci.mchenry.il.us
REGULAR AGENDA SUPPLEMENT
TO: Mayor and City Council
FROM: Douglas Martin, Director of Economic Development
FOR: June 7, 2021, Regular City Council Meeting
RE: Eastern Gateway Entrance Sign
ATT: Sign Package Proposal
AGENDA ITEM SUMMARY:
Council will recall, in the development agreement with Ricky Rockets then subsequently
Thorntons there was a provision, which included a new monument City gateway sign adjacent to
the Thornton’s development at the northwest corner of Chapel Hill Road and Illinois Route 120.
The first $20,000 of the sign cost was to be funded by Thorntons and anything over would be the
City’s responsibility. At the time that the FY21/22 Budget was developed we did not have a final
estimate for the City portion and, as such, a budget amendment is required to move forward.
The purpose of this agenda item is Council’s consideration of this budget amendment ordinance.
In future years this sign will be replicated at each of the City’s entrances.
ANALYSIS
Attached is the sign the City and Thorntons have mutually agreed upon. Thorntons proposed the
initial sign and City staff made changes and adjustments until the sign was satisfactory to both
parties. The total sign cost is $42,022.38 and the City’s share is $22,022.38. Below is a summary
of the costs and included in the packet is a more detailed summary.
Sign Manufacture/Installation - $26,747.38
Stone Base - $9,280.00
Extension of Electric Service - $5,995.00
Total Cost - $42,022.38
Developer Contribution - $20,000
City Contribution - $22,022.38
86
Department of
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2110
Fax: (815) 363-2128
www.ci.mchenry.il.us
RECOMMENDATION:
Therefore, if the City Council concurs, it is recommended that a motion be made to approve an
Ordinance amending the FY21/22 Hotel/Motel Tax Fund in the amount of $22,022.38 to fund
the City’s portion of Eastern Gateway Entrance Sign.
87
PRINTS ARE THE EXCLUSIVE PROPERTY OF STRATUS. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF STRATUS.
ADDRESS:
ORDER NUMBER:
SITE NUMBER:
ELECTRONIC FILE NAME:
PROJECT NUMBER:
PROJECT MANAGER:
PAGE NO.:stratusunlimited.com
888.503.1569
8959 Tyler Boulevard
Mentor, Ohio 44060
Rev #Req #Date/Artist DescriptionRev #Req #Date/Artist Description
Rev 7 000000 00/00/00 xxx624490
G:\ACCOUNTS\T\THORNTON'S\2021\IL
344_McHenry_Monument.cdr
NWC Chapel Hill Rd. & IL-120
McHenry, IL 60051
000000
KEVIN HORNE344
1
CLIENT:
Original
Rev 1
Rev 2
163515
164131
164704
04/26/21 KW
05/03/21 KW
05/12/21 KW
Infinite possibilities, ideal solutions.
stratusunlimited.com
888.503.1569
SIGN CODE:
SITE ADDRESS:
NWC Chapel Hill Rd. & IL-120
McHenry, IL 60051
LOCATION NUMBER:
344
88
PRINTS ARE THE EXCLUSIVE PROPERTY OF STRATUS. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF STRATUS.
ADDRESS:
ORDER NUMBER:
SITE NUMBER:
ELECTRONIC FILE NAME:
PROJECT NUMBER:
PROJECT MANAGER:
PAGE NO.:stratusunlimited.com
888.503.1569
8959 Tyler Boulevard
Mentor, Ohio 44060
Rev #Req #Date/Artist DescriptionRev #Req #Date/Artist Description
Rev 7 000000 00/00/00 xxx624490
G:\ACCOUNTS\T\THORNTON'S\2021\IL
344_McHenry_Monument.cdr
NWC Chapel Hill Rd. & IL-120
McHenry, IL 60051
000000
KEVIN HORNE344
2
CLIENT:
Original
Rev 1
Rev 2
163515
164131
164704
04/26/21 KW
05/03/21 KW
05/12/21 KW
EXISTING CONDITIONS
EXISTING SIGNAGE TO BE REMOVED & REPLACED;
AVOID EXISTING FOOTERS WITH NEW INSTALL
ILLUSTRATION PURPOSES ONLY
PROPOSED MONUMENTA
M
c
H
e
n
r
y
HEART
OF
THE
FOX
RIVER
SalesPresentationOnly
12'-0"
OAH
Scale:3/8"=1'-0"
Revised color
89
PRINTS ARE THE EXCLUSIVE PROPERTY OF STRATUS. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF STRATUS.
ADDRESS:
ORDER NUMBER:
SITE NUMBER:
ELECTRONIC FILE NAME:
PROJECT NUMBER:
PROJECT MANAGER:
PAGE NO.:stratusunlimited.com
888.503.1569
8959 Tyler Boulevard
Mentor, Ohio 44060
Rev #Req #Date/Artist DescriptionRev #Req #Date/Artist Description
Rev 7 000000 00/00/00 xxx624490
G:\ACCOUNTS\T\THORNTON'S\2021\IL
344_McHenry_Monument.cdr
NWC Chapel Hill Rd. & IL-120
McHenry, IL 60051
000000
KEVIN HORNE344
3
CLIENT:
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Rev 1
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ROUTED OUT &
SHOW THRU
TOPPER:CABINET:
Copper
COLOR PALETTE
CIRCLE:COPY:
Pantone 2727 C
Blue
Matthews 41313 SP
Dk. Bronze
RIVER:CAP:
3M 3630-317
Evening Blue
Matthews
MP 12813 Beige
FOX:OUTLINES:
3M 7725-39 Tan 3M 7725-22
Matte Black
65.6 square feetScale:3/4"=1'-0"
S/F NON ILLUMINATED MONUMENTA
30” deep Fab’d alum. construction with internal framework, skinned in
.080" alum.- Painted SW 7567 Natural Tan w/ textured stucco finish
.125" alum., painted Matthews 25833 Bone White w/ digitally printed
graphics;
.080" Fab’d alum. construction, skinned in copper sheeting
Limestone cap
CABINET:
PANEL:
TOPPER:
ALL MANUFACTURING SPECS TO BE CONFIRMED
FLAT CUT
OUTS:
COPY:
1/2" thick flat alum cut outs, painted Matthews 41313 SP Dark Bronze;
Stud mounted to cabinet; All penetrations to be filled with silicone
as required
1/4" thick flat alum cut outs, painted ; Matthews 25833 Bone White
Stud mounted to panel; All penetrations to be filled with silicone
as required
Fab’d aluminum framework for sign base w/ 3/4” treated plywood overlay
STRATUS to furnish the alum. fab’d frame and plywood wrap the frame
River Rock Stone veneer installed over framework
Stone thickness is approx. 3/4” provided and installed by others;
Stone veneer provided & installed by others;
Additional electrical outlet to be provided on side facing away from road
BASE:
INSTALL:Cabinet to sleeve overtop internal support pole & saddle weld into place
as required;
Direct burial installation as required by city requirements & engineering
specs
ADDITIONAL FOOTER DETAILS AND POLE SIZE TO FOLLOW
SUPPORTS:
CAP:
2" x 2" alum. tube supports, painted Matthews 41313 SP Dark Bronze
2" x 2" alum. tube supports,
painted Matthews 41313 SP
Dark Bronze
4"x 8'-4" x 3'-10"
CAP
FCO’s
FCO’s
Electrical
Outlet
FOUNDATION & POLE SIZES SUBJECT TO CHANGE
ACCORDING TO ENGINEERING SPECS & CITY REQUIREMENTS!!
8’-4”
Cabinet
12'-0"
OAH
12'-0"
OAH
8’-4” OVERALL
4’-5-1/2”
CABINET
4'-0"4'-0"
2’-6”
CABINET4'-0" X 4'-0"
TOPPER
2’-6”
CABINET
2’-6”
CABINET
1'-3-1/2"
6-3/4"
6”
10”
8-3/4”
10-1/4"
8-3/4"
8-3/8"
8-1/2"
12-3/4"
4”
2'-8” X 7'-10"
BASE
3'-4”
BASE
M
c
H
e
n
r
y
M
c
H
en
r
y
HEART
OF
THE
FOX
RIVER
HEART
OF
THE
FOX
RIVER
PRIOR TO FINAL
P
R
O
D
U
C
T
I
O
N
!
SalesPresentationOnly
SW 7567 Natural Tan
w/ textured finish
Revised specs and colors
Revised specs and colors
90
PRINTS ARE THE EXCLUSIVE PROPERTY OF STRATUS. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF STRATUS.
ADDRESS:
ORDER NUMBER:
SITE NUMBER:
ELECTRONIC FILE NAME:
PROJECT NUMBER:
PROJECT MANAGER:
PAGE NO.:stratusunlimited.com
888.503.1569
8959 Tyler Boulevard
Mentor, Ohio 44060
Rev #Req #Date/Artist DescriptionRev #Req #Date/Artist Description
Rev 7 000000 00/00/00 xxx624490
G:\ACCOUNTS\T\THORNTON'S\2021\IL
344_McHenry_Monument.cdr
NWC Chapel Hill Rd. & IL-120
McHenry, IL 60051
000000
KEVIN HORNE344
4
CLIENT:
Original
Rev 1
Rev 2
163515
164131
164704
04/26/21 KW
05/03/21 KW
05/12/21 KW
Scale:3/4"=1'-0"A SalesPresentationOnly
MONUMENT BASE FRAMEWORK
2'-8”
OAH
7’-10”
3'-4”
DEEP
FRONT SIDE
2” X 2” X .125
ALUM. ANGLE
INTERNAL
SUPPORT POLE
FRAMEWORK: 2” X 2” X .125 Fab’d alum. framework for pole covers and
base with 3/4” plywood or equivalent overlay;
River Rock Stone veneer installed over framework
JOB NOTES: Insulation not required for base
River Rock
Stone veneer
Added page
91
Trip #Quantity Description Unit Price Ext Price
1.00 Manufacture: Custom Signage- Materials- 12' OAH non-illuminated sign for City
of McHenry. Sign to read- McHenry Heart of the Fox River. Over all height to 12'
with decorative brick base and cap stone.
NOTE: Brick base and cap stone provided by others.
$13,450.00 $13,450.00
1.00 Install: Custom Signage- Labor - Install 12' OAH non-illuminated sign for city of
McHenry- Brick base to be supplied and installed by others.
$8,410.00 $8,410.00
1.00 Freight / Shipping.$1,945.00 $1,945.00
1.00 Permits - Acquisition fee, standard fees, assumes no varaince required. EST
cost.
$650.00 $650.00
1.00 Permits- Bill at cost- EST $500.00 $500.00
1.00 Engineered drawings - If required.$750.00 $750.00
Subtotal:$25,705.00
Tax:$1,042.38
Total:$26,747.38
Customer:
Thorntons Inc.
2600 James Thornton Way
Louisville, KY 40245
Site:
City of McHenry, IL
2172 West Rt. 120
McHenry, IL 60051
Description:
Manufacture & Install City of McHenry custom monument sign. Brick base supplied & installed by others.
Attn:Joe Zgonina
Issuer:Kevin Horne
Email:kevin.horne@stratusunlimited.com
PERMITS:The above permit price includes normal permit acquisition and is an estimate for site's location.
Engineering drawings may be required by city, additional costs may be incurred. Variance requirements will be
invoiced at $85.00 per hour acquisition time.
EXPIRATION:Above quote valid for 60 days from date above.
Corporate Offices:
8959 Tyler Boulevard
Mentor, OH 44060
Phone: (888) 503-1569
Fax: (440) 205-8699 1
Date 05/14/21
WO 624490
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PageProposal
MC Group | ICON is changing its name to Stratus
92
Terms and Conditions
1.This proposal is made for specially constructed equipment and when accepted is not subject to cancellation. STRATUS shall not be responsible for errors in plans, designs,
specifications or drawings furnished by PURCHASER or for any defect caused thereby. The prices, terms and conditions are offered for acceptance by the PURCHASER
within sixty (60) days from the date shown on page one of this contract.
2.A.The PURCHASER agrees to secure all necessary governmental permits and/or all necessary permits from the building owner and/or those whose permission is
required for the installation of the signage and hereby assumes all liability with regard to same and all liability, public or otherwise, for damages caused by the signage
or by reason of it being on or attached to the premises. PURCHASER agrees to secure all necessary permission for use of all registered trademarks or copyrights
used on the signage. PURCHASER hereby indemnifies and shall hold harmless STRATUS from any and all claims, demands or suits arising from the permission
and/or authority to erect and/or install the signage on the subject property.
B.Any agreement for STRATUS to secure sign permits is for the convenience of the customer only and STRATUS assumes no responsibility for any erroneous
information supplied by the customer for permit purposes. In cases where STRATUS has agreed to secure sign permits, there will be an extra charge for sign permits
and administrative expenses incurred in securing sign permits and business licenses. There will be an extra charge for engineered foundation and structural drawings
required for permit purposes.
C.Pricing is subject to change on poles, pole structures, foundations, and pylon cabinets pending verification of state and municipal building codes / regulations. Further
price adjustments may occur upon obtaining complete engineered drawings stamped by an engineer licensed within the state the signs are being installed.
D.All necessary electrical wiring, outlet and connections to the sign from the building meter and/or fuse panel shall be the responsibility of the PURCHASER.
E.Installation prices quoted are subject to revision where excess rock or other unforeseeable conditions are encountered. Purchaser is responsible for additional cost due
to union labor or prevailing wage requirements and will be billed by STRATUS for any such additional cost.
F.PURCHASER shall provide a dedicated service ground for all products using neon tubing. Government regulations relating to ground fault protection transformers
require this dedicated service ground. Should a dedicated service ground not be provided, neon tubing may not light properly and all warranty intended toward neon
tuning and its related secondary wiring shall be void.
3.WARRANTY: Signs manufactured and installed by Seller are guaranteed against defects in materials (except fluorescent, incandescent and metal halide lamps, which have
no warranty) and workmanship for a period of one (1) year from the completion date of the sign(s) installation. Exclusion: Sign warranties do not include costs associated with
special rigging or equipment to gain access to the sign when the location is inaccessible or located beyond the reach of standard sign industry equipment. Furthermore,
STRATUS is not responsible for charges associated with warranty service if the problem is not related to the sign itself (i.e., primary electric or other cause). In this case,
PURCHASER will be billed according to local standard rates for time, labor and equipment necessary to perform the service call. To ensure that the sign warranty is not voided,
STRATUS must be promptly notified of a problem within the warranty period.
4.Any items not shipped or installed on or before thirty (30) days after contract date will be invoiced in full at the designated unit price, and PURCHASER hereby agrees to pay
said invoice within ten (10) days from invoice date. It is agreed that storage charges shall accrue at the rate of one percent (1%) per month of the price of the signage
commencing at the end of said thirty (30) day period. STRATUS , at its option, may invoice each item called for in the proposal separately upon completion or, if for reasons
beyond its control completion is delayed, it may invoice for that portion of the work completed during any given month. In the event that size and weight of any items prohibits
storage by STRATUS on its own property, PURCHASER must make arrangements for shipment immediately upon completion.
5.Payment for items purchased under the terms of this contract shall be due on receipt of invoices submitted. In the event payment is not made as agree, PURCHASER agrees
to pay a service charge on past due amounts at the rate of one and one-half percent (1 ½%) per month or the maximum legal rate, if less. In the event this contract is placed
for collection or if collected by suit or through any Court, PURCHASER shall be liable for STRATUS reasonable legal fees and all Court costs.
6.All applicable taxes payable under the laws of Ohio and of the State into which the signage is to be delivered or installed as mentioned herein shall be added to the price
quoted, if the state is one in which STRATUS is registered for sales/use tax.
7.STRATUS shall not be responsible for delays in shipments caused by delays created by suppliers or transportation services or by labor disputes or due to any other
circumstances beyond its control.
8.Title to the signage and all materials and property covered by this contract shall remain with STRATUS and shall not be deemed to have been transferred to PURCHASER or
to constitute a part of the realty to which they may be attached and shall at all times be severable from the premises upon which they are installed until the purchase price is
paid in full. To the extent that title may be deemed to have transferred to PURCHASER, STRATUS is hereby granted an express security interest in said signage, material and
property both erected and unerected notwithstanding the manner in which such personal property shall be affixed or attached to the realty. In the event of default by
PURCHASER, including, but not limited to, payment of any amounts due and payable, STRATUS and/or STRATUS' agents, suppliers, contractors may at once (and without
process of law) enter upon the property upon which the signage is attached or affixed, take possession of and remove, as and when it sees fit wherever found, all signage,
materials and property of STRATUS used or intended for use in the performance of this purchase contract.
9.If STRATUS does not install the items sold to the PURCHASER and the items are damaged when the PURCHASER receives them, it is the PURCHASER¶s responsibility to
notify the shipper of the damage and then to collect from the shipper.
10.If there is any item that the PURCHASER has to return to STRATUS , the PURCHASER shall obtain a Return Authorization Form from its STRATUS sales representative
before the item can be returned to STRATUS for credit. Any items that are returned, for reasons beyond STRATUS' control, shall be subject to a twenty percent (20%)
restocking fee.
11.It is agreed that this contract shall be construed according to the laws of the state of Ohio. The parties by executing this contract hereby consent to jurisdiction, with regard to
enforcement, of this contract being Lake County Ohio.
12.When this contract is signed by a duly authorized representative of each party, all provisions contained herein become integral parts of this contract, and there is no other
agreement or understanding of any nature, written or oral, concerning same unless such other agreement or understanding, if any, is in writing and specifically incorporated
herein by reference.
This contract, with all conditions as noted, is herewith accepted by both parties.
Corporate Offices:
8959 Tyler Boulevard
Mentor, OH 44060
Phone: (888) 503-1569
Fax: (440) 205-8699 2
Date 05/14/21
WO 624490
3Version
PageProposal
MC Group | ICON is changing its name to Stratus
93
Approved By:
Company Date
Corporate Offices:
8959 Tyler Boulevard
Mentor, OH 44060
Phone: (888) 503-1569
Fax: (440) 205-8699 3
Date 05/14/21
WO 624490
3Version
PageProposal
MC Group | ICON is changing its name to Stratus
94
NuCore Elect r ic I nc. CO#01 PROPOSAL
6 51 S. SUTTON RD., STE# 30 5
STREAMWOOD, IL 60107 DATE : 5/10/2021
(630) 517 -0073 OFFICE
(630) 757 -4212 FAX - PROPOSAL - SHEET: PAGE 1 OF 1
[Title]
Acceptance of Proposal: The above pricing, specifications and conditions are satisfactory and accepted:
Signature: __________________________________________ Date: __________________
-SCOPE OF WORK-
WE HEREBY PROPOSE THE FOLLOWING: as per the e-mail directive on 5/7/21 by Joe Zgonina.
1. Provide 600’ of 1” PVC & #8 wire (1 circuit).
Exclusions:
1. Trenching, backfill, and hauling of spoils.
2. Overtime.
We have determined a cost for this project in the amount of $5,995.00
This proposal is firm for your acceptance within thirty days.
Respectfully Submitted,
Brendan Donnelly
Project Manager
PROPOSAL SUBMITTED TO: PROJECT LOCATION:
Thornton’s - McHenry
2172 W. Rt 120
McHenry, IL
Joe Zgonina
Thornton’s
95
From:Joe Zgonina
To:Dan Gunsteen; Ken Fahrforth Nucore; Brendan Donnelly
Subject:#344
Date:Friday, May 7, 2021 8:54:56 AM
Attachments:image001.jpg
Team: can you send me a proposal to run power to the proposed Welcome To McHenry sign?
Thank you,
Joe Zgonina
Sr. Construction Manager
Thorntons LLC | office: (502) 572-1128 | cell: (502) 664-3954
2600 James Thornton Way
Louisville KY 40245
Thorntons50y_email
96
ORDINANCE NO. 21-
AN ORDINANCE AMENDING THE FY2021/2022 BUDGET FOR THE
FISCAL YEAR ENDING APRIL 30, 2022
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule
municipality as contemplated under Article VII, Section 6, of the Constitution of the State of
Illinois, and the passage of this Ordinance constitutes an exercise of the City’s home rule powers
and functions as granted in the Constitution of the State of Illinois; and
WHEREAS, the City of McHenry acting by and through its Mayor and City Council has
previously approved the FY21/22 Annual Budget for the Fiscal Year Ending April 30, 2022 by a
motion at the Regular City Council Meeting held on April 19, 2021; and
WHEREAS, it is necessary and appropriate to delete, add to, or otherwise change certain
line items in said Budget Ordinance as provided in Exhibit A to this Ordinance;
NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of
McHenry, McHenry County, Illinois, as follows:
SECTION 1: That the amendments to the Budget Ordinance for the Fiscal Year Ending
April 30, 2020 are hereby approved in the form and content as provided by Exhibit “A” which is
attached hereto and made part hereof.
SECTION 2: If any section, paragraph, subdivision, clause, sentence or provision of this
Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment
shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain
and continue in full force and effect.
SECTION 3: All ordinances, or parts of ordinances in conflict herewith are hereby
repealed to the extent of such conflict.
SECTION 4: This ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, Illinois.
SECTION 5: This ordinance shall be in full force and effect from and after its passage,
approval and publication, as provided by law.
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
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Alderman Santi _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Monte Johnson, Deputy City Clerk
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EXHIBIT A
The following budget items are amended by this Ordinance:
FY21/22 Hotel/Motel Tax Fund - $22,022.38
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Department of
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2110
Fax: (815) 363-2128
www.ci.mchenry.il.us
REGULAR AGENDA SUPPLEMENT
TO: Mayor and City Council
FROM: Douglas Martin, Director of Economic Development
FOR: June 7, 2021, Regular City Council Meeting
RE: Commercial Tenant Incentive Grant Application for B and B Auto located at 913
Front Street
ATT: Commercial Tenant Grant Application
Agenda Item Summary:
B and B Auto, an existing business located at 913 Front Street, has submitted for a $15,000
Commercial Tenant Incentive Grant.
Analysis:
B and B Auto is seeking a $15,000 grant to help pay for improvements to their exterior facade
totaling approximately $50,000. The grant application is provided which identifies their
requested improvements.
The maximum grant they are eligible to receive is $15,000. This is a 50% matching grant that will
not be paid out until fiscal year 2022/2023.
Recommendation:
Therefore, if the City Council concurs, it is recommended that a motion be made to enter into
an agreement with the owners of B and B Auto for a Commercial Tenant Incentive Grant in an
amount not-to-exceed $15,000.
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Department of
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2110
Fax: (815) 363-2128
www.ci.mchenry.il.us
REGULAR AGENDA SUPPLEMENT
TO: Mayor and City Council
FROM: Douglas Martin, Director of Economic Development
FOR: June 7, 2021, Regular City Council Meeting
RE: Façade Improvement Grant Application for B and B Auto located at 913 Front
Street
ATT: Façade Improvement Grant Application
Agenda Item Summary:
B and B Auto, an existing business located at 913 Front Street, has submitted for a Façade
Improvement Grant.
Analysis:
B and B Auto is seeking a Façade Improvement Grant to help pay for improvements to their
exterior facade estimated to cost in excess of $50,000. An improvement drawing is included.
Current and historical photographs are also included.
Staff is recommending a $3,500 grant to help offset B and B’s costs.
Recommendation:
Therefore, if the City Council concurs, it is recommended that a motion be made to approve a
Façade Improvement Grant in an amount not-to-exceed $3,500.
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Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
AGENDA SUPPLEMENT
TO: Mayor and City Council
FOR: June 7, 2021 Regular City Council Meeting
FROM: Cody Sheriff, City Planner
RE: Ordinances approving Variations, Zoning Map Amendment, Conditional Use Permit, Preliminary
and Final Plat of Subdivision, Special Service Area #12, and a Development Agreement with
Continental Properties for the Authentix McHenry Integrated Design District Development.
ATT:
1.Unapproved Planning & Zoning Commission Minutes dated May 19, 2021
2.Ordinance Approving Variations, Zoning Map Amendment, And Conditional Use Permit For The Authentix
McHenry Integrated Design District Development Located East Of The Intersection Of N. Richmond Road And
Blake Boulevard, In The City Of McHenry, McHenry County, Illinois
3.Ordinance Approving a Preliminary and Final Plat of Subdivision of Authentix at McHenry
4.Ordinance Proposing The Establishment Of A Backup Special Service Area #12 In The City Of McHenry, McHenry
County, Illinois, And To Levy Taxes For The Purpose Of Paying The Cost Of Providing Special Services In And For
Such Area If The Property Owners Fail To Provide Said Services.
5.Ordinance Authorizing the Mayor’s Execution of a Development Agreement with Continental Properties
6.Planning & Zoning Commission Staff Report
7.Staff Memos
8.Petitioner’s Application (Full list of attachments viewed here:
https://cityofmchenry.org/authentixmchenry)
AGENDA ITEM SUMMARY: The petitioner, Continental Properties (Contract Purchaser), is requesting approval of the
following items:
1.Zoning Variations to Integrated Design District Review Procedures and the Subdivision Control and Development
Ordinance to allow for simultaneous review of Preliminary and Final Plat of Subdivision and Plan.
2.A Conditional Use Permit and Zoning Map Amendment for a 288‐unit planned multifamily Integrated Design
District Development.
3.Approval of a Final Plat of Subdivision of Authentix at McHenry.
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Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
1
4.Relief from the minimum floor space area requirements for efficiency units, and 1‐bedroom units for Multifamily
Developments.
5.Relief from the City of McHenry Sign Code to allow 2 temporary freestanding advertising signs.
6.A development agreement that includes a request for a reduction in city water, sewer, and park impact fees.
BACKGROUND: The petitioner originally approached City Council for conceptual review on February 1, 2021 prior to
submitting a formal application. At the time, City Council provided feedback including, but not limited to: exterior
appearance, density, number of garages, and traffic. The petitioner has revised the building elevations to include
approximately 26% onyx/ash colored stone siding. Stormwater engineering also required the petitioner to eliminate the
emergency access off Almond Lane to build a retaining wall. The petitioner is currently working with the property owners
of the Rubloff Commercial Center to gain an emergency access along the west property line (behind the Aldi). If the
petitioner is unable to secure this access, they will be required to install an emergency access connecting from the south
side of the club house to the parking lot located on the southeast corner of the development. The emergency access is
included as a condition of approval.
The petitioner also hosted a virtual meeting with the residents to receive feedback on the development. Several concerns
expressed by residents of the adjacent single‐family home subdivision include, but not limited to: traffic, parking,
stormwater drainage, crime, and property values. Staff have researched, analyzed, and addressed these concerns in the
attached Planning & Zoning Commission Staff Report. The City also commissioned an apartment rental study to determine
if there is demand for rental housing in McHenry. The results of the study determined there is a very high demand for
rental housing units with an approximate occupancy rate of 99.7 percent.
SIGN AND FLOOR SPACE AREA VARIATION REQUEST: The petitioner is requesting approval, as part of the development
agreement, to allow for temporary advertising signage which includes: 2 temporary advertising signs (1 freestanding
allowed), a maximum of 64 square feet in area (32 square feet allowed), 8 feet in height (8 feet allowed), and set back a
minimum of 10 feet from the property line (5 feet allowed). The proposed development entrance monument sign will also
need a variation to allow the company’s name on the sign.
Additionally, the petitioner is also requesting relief from the minimum square feet of habitable living space requirement
listed in §10‐1‐10 of the Municipal Code to allow for the construction of 485 ft2 efficiency units and 595 ft2 1‐bedroom
units in lieu of the required 550 ft2 and 650 ft2.
WATER/SEWER/PARK CAP. DEV. FEE REDUCTION REQUEST: The petitioner is requesting a reduction in capital impact
fees for the proposed development based on the history of their actual usage. Staff contracted HRGreen to perform a
water & sewer impact analysis based on the number of units of the proposed development and utilizing the city’s water
& sewer model. HRGreen concluded the proposed development would have minimal impact on the city’s water sewer
capacity – see attached memo dated 1‐22‐21. The petitioner also provided city staff with verified water usage information
that was evaluated by the Staff Engineer. Staff believes the proposed fee reduction is reasonable based upon the usage
data provided. The proposed park impact fee reduction was reviewed by the Parks and Recreation Director who is
comfortable with the reduction based upon the recreational amenities provided on site.
(Water/Sewer/Park Impact Fee Table on next page)
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Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
2
WATER/SEWER CAP. DEV. FEES
Proposed
Number of
Units
MULTI‐FAMILY
(Apartments)
WATER CAP.
DEV. / UNIT
SEWER CAP.
DEV. / UNIT
TOTAL CAP.
DEV. / UNIT
PROPOSED
TOTAL CAP.
DEV. / UNIT
EXITING
TOTAL CAP.
DEV. TOTAL
PROPOSED
CAP. DEV.
TOTAL
32 Efficiency $1,536 $1,827 $3,363 $1,605.55 $107,616 $ 51,377.60
112 1 Bedroom $2,085 $2,479 $4,564 $1,846.14 $511,168 $ 206,767.68
112 2 Bedroom $2,274 $2,695 $4,969 $2,715.84 $556,528 $ 304,174.08
32 3 Bedrooms/More $3,627 $4,301 $7,928 $3,550.39 $253,696 $ 113,612.48
Total $1,429,008 $675,932
PARK IMPACT FEES
Proposed Number of Units MULTI‐FAMILY (Apartments) EXISTING PARK FEE TOTAL PARK FEE
32 Efficiency $1,553.00 $49,696.00
112 1 Bedroom $2,110.00 $236,320.00
112 2 Bedroom $2,297.00 $257,264.00
32 3 Bedrooms/More $3,664.00 $117,248.00
Total Existing Park Fees $660,528.00
Park Improvement Credit. $160,528.00
Requested Total $500,000.00
PLANNING & ZONING COMMISSION RECOMMENDATION: The Planning & Zoning Commission agreed with staffs
assessment and recommended approval of the request (5 yes; 1 no; 0 abstain) subject to several conditions outlined which
have been included in the attached ordinances. A complete planning, land use, and zoning review can be found in the
Planning & Zoning Commission Staff Report (attached).
RECOMMENDATION: If City Council agrees with Planning & Zoning Commission’s Recommendation, then one (1)
combined motion is recommended to approve agenda items 6.E.1, 6.E.2, 6.E.3, and 6.E.4.
1. Ordinance Approving Variations, Zoning Map Amendment, And Conditional Use Permit For The Authentix
McHenry Integrated Design District Development Located East Of The Intersection Of N. Richmond Road And
Blake Boulevard
2. Ordinance Approving a Preliminary and Final Plat of Subdivision of Authentix at McHenry
3. Ordinance Proposing The Establishment Of A Backup Special Service Area #12 In The City Of McHenry, McHenry
County, Illinois, And To Levy Taxes For The Purpose Of Paying The Cost Of Providing Special Services In And For
Such Area If The Property Owners Fail To Provide Said Services.
4. Ordinance Authorizing the Mayor’s Execution of a Development Agreement with Continental Properties.
122
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
3
Unapproved Planning & Zoning Commission Minutes
May 19, 2021
Public Hearing: Continental
File No. Z‐982
A Conditional Use Permit and Zoning Map Amendment for a 288‐unit multifamily Integrated Design District
development; Zoning Variations including, but not limited to: Off Street Parking and Loading, and Integrated Design
District Review Procedures; A variation from the Subdivision Control and Development Ordinance to allow for
simultaneous review of Preliminary and Final Plat of Subdivision; and approval of a Preliminary and Final Plat of
Subdivision of Authentix at McHenry.
City Planner Sheriff explained that all posting and notification requirements for the hearing have been met.
Chairman Rockweiler swore in petitioner Ben Lang and Joe Gottelmoller, the attorney for the petitioner.
Mr. Lang shared his screen for his presentation and gave an overview of the company. They own and manage
all of the apartments that they develop. A map showed their developments in the Chicago area, and McHenry
would be their 10th community around the suburbs. There would be a 24‐hour maintenance staff on site with
full time leasing agents and property managers. Their specific request is for a Zoning Variance for the concurrent
preliminary and final approval, an Integrated Design District, and the preliminary and final plat.
They also seek amendments to the staff’s recommended conditions of approval. First, staff has recommended
that a 6‐foot fence be installed along the eastern property line. Continental requests to revise the
recommendation to provide staff with the ability to approve potential alternative screening options including,
but not limited to evergreen, shrub, or other landscape alternatives to provide a more aesthetically pleasing
screening strategy. Second, staff has recommended the Special Service Area encompass the entire subdivision.
Continental requests to revise this to allow staff and Continental to define which specific improvements will be
subject to the Special Service Area. Third, staff has recommended an emergency access drive be provided south
of the clubhouse on the adjacent property. Continental requests to remove this condition based on the
following: the current condition is a temporary condition, there is no ordinance that requires the secondary
emergency access, V3 Companies has verified all drives on side are traversable, there is a previous precedent of
residential communities with permanent singular access points, and the construction of the temporary access
road will result in a significant hardship for future Lot 2 development.
Mr. Lang explained their proposed location in regards to the proximity to retail and commercial amenities. A
study by Tracy Cross and Associates showed that the McHenry area indicated a low supply and high demand of
multifamily units. The existing land is zoned C‐5 Highway Commercial, and has been vacant since its annexation
in 1995. The City’s comprehensive plan splits the site as commercial and residential, and Continental’s proposal
matches the comprehensive plan.
123
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
4
The proposal is for 288 homes across studios and 1, 2, and 3 bedroom apartments. The site is 20.61 acres. A
clubhouse sits off the south of Blake Boulevard with a pet park nearby. On the east of the site is an extensive
landscaping plan on the property line, as well as a proposed pedestrian walking path towards the regional pond.
Buffering and screening to the east were discussed with permitted and proposed setbacks shown. The current
permitted setback is 30 feet from the loading dock but Continental is proposing a 60‐foot wide minimum buffer
for any permanent structures put into place. Within the 60‐foot buffer is an extensive plan for landscaping,
which was shown on the shared screen. Landscaping renderings were shared to show what the development
could look like from the existing neighborhood. The secondary access points were discussed with examples of
other apartment complexes in McHenry with only one access point. A slide also showed issues with creating a
secondary access point and how that could impact future development of Lot 2. Pictures of elevations and floor
plans were shown.
Joe Gottelmoller explained in detail the zoning variance approval criteria. He stated that this is a special
circumstance given that a typical zoning map amendment does not require two separate hearings in front of
both the Planning and Zoning Commission and the City Council. Due to the physical constraints of the specific
property, the IDD was selected as the preferred zoning to accommodate multiple principal buildings on one lot
and to reduce the total development footprint. Continental’s request does not change the form or character of
the IDD ordinance, and it does not impede on the rights of staff, the Planning & Zoning Commission, and/or the
City Council to conduct a fair and legal review and hearing on the rezoning request.
There are ten approval criteria that should be met for the approval of an Integrated Design District, and Mr.
Lang explained how Continental meets each of those requirements. Mr. Gottelmoller gave detailed explanations
of how they met the conditional use approval criteria as well as meeting the LaSalle Factors.
Chairwoman Rockweiler asked if any Commissioners had questions for the petitioners. Commissioner Sobotta
asked about the dividing line between the two parcels. Mr. Lang shared his screen and drew a line to show
where the two properties would be divided. Parcel 2 would have ownership kept with the current owner, and
there are currently no plans to develop the second lot. Commissioner Sobotta asked for clarification on the
stormwater improvements. Mr. Lang showed a picture with the retention basin and the trunks that run down
to Lot 2 for possible future development. Commissioner Sobotta asked about the plans for the emergency
second access. Mr. Lang stated that there is no proposed emergency access to Almond Lane, and they are
proposing one entrance to the apartment complex. There are 546 planned parking spaces and an easement
currently exists behind the commercial developments to the north. There are also no plans to expand Blake
Boulevard to be larger than two lanes. Chairwoman Rockweiler asked about their request to remove emergency
access. Mr. Lang stated that they did not have an emergency access route on their proposal but staff has
requested a second access. This would have to be placed on Lot 2 because of grading issues.
124
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
5
City Planner Sheriff shared and explained his staff report in detail. He described the current zoning, the future
land use map, requirements from the City due to ordinances, the requirements for an Integrated Design District,
and a staff analysis. He explained that staff believes the proposed development is consistent with the City’s
Comprehensive Plan objectives and policies. He stated that the development appears to meet the approval
standards for conditional uses, zoning map amendment, and zoning variations. Staff does not object to the
petitioner’s request and recommends approval subject to appropriate conditions.
Commissioner Sobotta asked about the traffic study and believes that the COVID pandemic may have impacted
the numbers. Mr. Sheriff explained that the engineers took into account those factors for the traffic counts.
Chairwoman Rockweiler asked how staff feels about the petitioner’s request for a 6‐foot fence. Mr. Sheriff
stated that the petitioner did not propose the fence, but that staff included it in their recommendations based
on feedback from the residents to the east. Chief Birk explained that from a safety standpoint he believes that
there needs to be more than one entrance and egress. He does not believe the examples given by the petitioner
of one access point are relevant to this proposal.
Chairwoman Rockweiler opened up the opportunity for the public to ask questions for the staff or the petitioner.
Jason Klasek stated that the impact study on housing values were all from out of state and he wondered what
type of crime studies had been done for the City of McHenry. Chief Birk stated that crime rates are tracked in
McHenry. Our crime rate is well below the national average and has steadily declined over the last 14 years. He
referenced and gave examples from his memo that was submitted regarding apartments and crime. He gave
specific examples and data from apartment complexes in McHenry. Mr. Klasek stated that he has concerns
about gang activity in apartment complexes in McHenry. Chief Birk explained that the City of McHenry has the
lowest gang activity in the county. Mr. Klasek stated that residents wanted a 6‐foot privacy fence to keep people
from walking through their neighborhood to go to the nearby park. Mr. Klasek asked for clarification on the
drainage with the swale on the east. It was explained that none of the water from the developed site runs to
that swale. The only water that swale receives is from the greenspace east of the garages to the property line.
The swale then carries that water to the detention pond to the north. Stormwater improvements on Lot 2 are
not done until that lot is developed. It is not legal to impede the natural flow of water on that undeveloped lot.
Alan Mader stated that on February 28th he sent a video to Jeff Schaefer and Mayor Jett that shows flooding
through his yard last May. He is concerned that they are correcting flooding problems on the north and they
aren’t doing anything to the south. He would like engineering work done to show how this would be addressed.
Engineer Chad Peiper shared his screen and explained how the stormwater system will handle the water. He
showed that none of the water goes to the residents to the east and it all flows north through the system to the
detention pond. The water falling on Lot 2 would follow its existing pattern and would not be affected by the
development. No stormwater issues will be addressed on Lot 2 until a proposal is brought forward to develop
Lot 2. The proposed development does meet all stormwater ordinances.
125
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
6
Krisine Reinhard stated that engineers rejected the proposal and it needed to be updated. She believes there
should be a two part process to the approval and asked why this is not being followed. Mr. Sheriff explained
that for a multimillion dollar project it is common to have minor revisions throughout the process. There is only
one hearing because this proposal is only for a two lot subdivision. Ms. Reinhard asked why we aren’t doing a
two step process if details still needed to be worked out. Director Polerecky stated that recommendations have
been made by Staff during the process, and it is common for staff to make comments on the plans and to ask
for revisions by the developer. Ms. Reinhard asked why the City would consider only 1.9 parking spots for the
development. It was explained that many of the older apartment complexes only have 1.5 spots per apartment,
and there have been no issues. Mr. Lang stated that their average is 1.75 spaces per unit on their other
properties, and there haven’t been issues with those parking lots. Ms. Reinhard questioned the plans for the
pass‐throughs. Mr. Lang explained that if Lot 2 were ever to develop it would need adequate access. Those are
not intended to go to Pine and Birch. Ms. Reinhard disagreed with how the traffic study was done and believes
that the standard is to do a 7 day study. Mr. Peiper stated that his traffic engineers take into account averages
in the area, that they have been looking at Route 31 in McHenry for a long time, and that the traffic count on
that road does not change in any great volume from day to day. This intersection has been looked at thoroughly
and his licensed engineers are confident in the numbers that were provided.
Danny Thomas asked what would attract people to McHenry, where the people would come from, and where
they would work once here. Mr. Sheriff referred to the apartment study showing that there is big demand
present. Mr. Lang stated that the median age of renters for their complex would be 31 years with a $75,000
income. He gave a summary of their portfolio and stated within a 30‐minute drive there would be 10,000 jobs
fall within those sectors.
Sheila Thomas stated her concern for the access off Blake Boulevard and there could be a bottleneck and safety
issues. Director Polerecky explained that staff recommends a second access from the south property line. Chief
Birk explained that the second access would be on Blake Boulevard and not through Almond Lane. In an
emergency he prefers that access to be at a controlled intersection and there are multiple ways to get to Blake
Boulevard.
Keith Varkalis questioned the statement that having multifamily between their current neighborhood and the
commercial district is a standard. He said that west of Pine is commercial and they don’t have a multifamily area
separating them from commercial. Mr. Varkalis asked what the developers meant when they talk about the
public benefits. Mr. Lang said that this means they have their own facilities so there is less demand for the rest
of the City. Mr. Varkalis agreed with Ms. Reinhard’s statement that the City should not skip the process of having
two hearings. Mr. Sheriff stated that during the approval of a final plan, the job of the commission is to make
sure they preliminary plat matches the final plat. Because this was only a two lot subdivision there was not a
need for an additional review. Mr. Varkalis asked why the City would consider allowing smaller apartments when
other builders have to adhere to different standards. Director Polerecky explained that some of those
apartments were built in the 70s and the ordinance was put in place in 1986. As Mr. Lang stated, they are
126
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
7
planning for open floor plans and the market analysis shows that smaller apartments will rent out. Staff has no
concerns on this matter.
Keith Reinhard questioned the rainwater mitigation plan and what would happen if it didn’t work as expected.
Mr. Peiper explained that engineering reviews the plans to ensure that it works in a certain manner. The
ordinances dictating this have been updated to handle the recent trends in weather and that all engineering
standards have been followed to make it work correctly. Mr. Reinhard asked about the 10‐foot grade difference
to the east and what would happen to the tree line. Ryan Wagner stated that the swale would have the grading
stop to allow those existing trees to remain.
Chris Bassi asked what the salary range was for the targeted renters. Mr. Lang said the residents are approved
for three times the proposed rent. The median income in the area is $85,000 and their portfolio shows $70,000.
The project is in the affordable range for this area. Ms. Bassi asked how many school children would be in the
rented apartments. Director Polerecky stated that with 288 apartments, it is expected that there would be 17
elementary students, 8.5 middle school students, and 9 high school students. Ms. Bassi asked which retailers
the study was targeting in regards to spending in the local economy, as many retailers have moved to Johnsburg.
Mr. Lange explained that the numbers they provide show how much money could be spent in the overall area
and not just in the City of McHenry. Ms. Bassi questioned the math in regards to the amount of money that the
complex would provide to the local economy. If they are estimating $18 million a year, that equals about
$62,000 per complex. She explained that somebody with an income of $70,000 can’t possibly spend $62,000
after taxes and rent.
Clerk’s note: It was difficult to make out the name of the next member of the public who spoke. It is believed
that it is John Zagone. The Clerk thought it was prudent to mention this as that speaker’s name was not verified
in case the name is inaccurate.
John Zagone asked what the lighting would be like and if there would be any concern for security lights shining
into the existing neighborhood. Mr. Lang explained that they would abide by the City’s ordinances and they
planned to have no additional light leave their property. A full photoelectric study will be done and glare guards
would be used if necessary. John asked what would stop somebody from putting a drive through Almond Lane,
and Director Polerecky stated that they would not be allowed to construct such a drive, and that a 6‐foot fence
would be constructed between the properties. John asked what the City would do to help entertain the people
that move in. He stated that there could be small children moving in with not much for people to do.
Keith Hoaglund asked where the 6‐foot fence would go, and if it would be constructed on the property of the
existing neighborhood. He also asked who would be responsible if their trees fell on homeowner lots. It was
explained that the fence would not be built on existing home lots and that if the trees belonged to the developer,
the developer would take care of the trees.
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Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
8
Sam Catalano asked where the parking and trash facilities would be located. Mr. Lang shared his screen to show
where the parking garages, parking spots, and the trash compactor would be located. A valet trash service would
also be provided to carry resident trash to the dumpster. Mr. Catalano asked who paid for all of the studies.
Director Polerecky explained that the apartment study was paid for by the City and that none of the studies
presented by the City were paid for by Continental.
Chairman Rockweiler opened the public hearing portion of the meeting at 9:36 p.m. to take comments from the
public.
Kristine Reinhard was sworn in and stated that they listened to many unanswered questions and a lot of
opposition to the project, and questioned the placement of the project. Based on the questions and unknowns
she believes that the board should either not approve the project or consider having a preliminary and final
hearing. It would make taxpayers feel better to see a two‐part process and see things that have been stated
come to fruition with a final plat.
Keith Varkalis was sworn in and agreed with Ms. Reinhard in regards to the two‐step process. He watched the
training video given by Attorney McArdle that was given to the Commission and hopes they all walked the
property to make a fair judgement of the request made by Continental.
Keith Hoaglund was sworn in and stated that this is a bad idea.
Allison Thompson was sworn in and noted her appreciation for the effort put forth by her neighbors regarding
this project. She stated that the Commission would have to live with this decision for one night but the neighbors
would have to live with it for the entire time they owned their home. They have a quiet, cozy, close‐knit
community, and they feel like they are being exposed.
Caitlyn Klasek was sworn in and stated that even though Mr. Sheriff and Director Polerecky have stated that
there are people for this project, she has not heard from one of them. If people are for the project and are hiding
they need to make their voices heard.
Jason Klasek was sworn in and stated this whole case has been for a single lot without knowing the plans for a
second lot. The Board should consider this when voting because they haven’t been presented with the whole
picture. The people of McHenry are not against apartment buildings but they believe this is a strange place for
high density living quarters with no green space for children. He does not feel that they have been given a
voice and haven’t been represented for the greater good. There haven’t been any assurances or answers to
their questions. This has not been presented to the people as it is, and it is disappointing and not the character
of McHenry.
128
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
9
Alan Mader was sworn in and stated that the City government is responsible for the protection and interest of
its fellow citizens. The Almond Lane and area is stable but an influx of 288 apartments could change that. The
size of the complex should be considered and should be reduced to give more green space. The developers
have stated what they need to be profitable.
Danny Thomas was sworn in and stated that his daughter lives in one of these facilities. They are not as nice as
they claim. A dog park is being built instead of a playground because they can’t charge for a playground. They
are charging people to pick up garbage and her daughter’s garbage isn’t picked up in a timely fashion. They
don’t plow when needed, and she will move when her lease is up.
Sam Catalano was sworn in and stated that all of these taxpayers are lining up screaming against the project.
Why should they rezone this for strangers to come in when they have already paid a ton of taxes. The existing
neighborhood should not be hurt for strangers and it can cause safety issues.
Chairwoman Rockweiler closed the public hearing at 9:54 p.m.
Members of the Planning and Zoning Commission were given a chance to ask additional questions.
Commissioner Bremmer wanted to clarify that staff was requesting a 6‐foot fence, and in favor of keeping a
service entrance. She also asked for a repeat of the number of students expected to come from the
development. Director Polerecky repeated that they are anticipating 17.3 elementary students, 8.75 middle
school students, and 9 high school students living at the development.
Commissioner Smale asked if the school districts were able to handle this increase in students, and Mr. Sheriff
explained that they do have the capacity to handle this and there haven’t been any concerns raised by the school
districts.
Commissioner Sobotta asked if we knew that the owners of Lot 1 would also be the owners of Lot 2. Mr. Lang
explained that Vantage McHenry LLC currently owns both parcels, and Continental would only purchase Lot 1 if
the project were to move forward. Vantage McHenry would remain the owners of Lot 2.
Commissioner Walsh wanted to confirm that there were no plans for Lot 2 at this moment. Mr. Sheriff explained
that Lot 2 would still be zoned C‐5 and the uses permitted for this project would not be allowed on Lot 2. If
somebody wanted to develop Lot 2 for housing, they would have to go through this same hearing process.
Chairwoman Rockweiler asked if the recommended emergency access would have to be on Lot 2. Director
Polerecky explained that the access would need to be on Lot 2, and even though Continental would not own
that lot, they could get an easement for that access.
129
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
10
Commissioner Sobotta asked if this proposal were to pass, would anything other than residential be placed on
Lot 2. Mr. Sheriff stated that it would be unlikely that a commercial development would go there. Mr. Lang
stated that their company has done a second phase of the project in the past, but they have no current plans
for that development in McHenry. Commissioner Sobotta stated that there is no room to expand for more lanes
on Blake Boulevard if Lot 2 were to be developed. Director Polerecky reiterated that if Lot 2 were to be
developed, the developer would be required to go through the entire process from the beginning with new
traffic studies.
A motion was made by Commissioner Walsh and seconded by Commissioner Lehman to approve the petitioners’
request for variation from the Subdivision and Control Ordinance and IDD Integrated Design District Review
Procedures to allow for simultaneous review of the Preliminary and Final Plat of Subdivision and Plan. AND By
making said motion I agree with staff’s assessment that the approval criteria for zoning variances have been
met as outlined in the staff report.
Voting Aye: Bremmer, Smale, Rockweiler, Lehman, Walsh
Voting Nay: Sobotta
Absent: Davis
Motion carried 5‐1.
A motion was made by Commissioner Bremmer and seconded by Commissioner Smale to approve the
petitioner’s request for a Conditional Use Permit and Zoning Map Amendment to allow a planned multifamily
Integrated Design District residential development, in accordance with the submitted building elevations, site
plan, and landscaping plan subject to the following conditions:
1. The property owner(s) shall install a 6‐foot privacy fence along the eastern property line.
2. The property owner(s) shall enact a backup Special Service Area encompassing the entire subdivision for the
long term maintenance and care of stormwater facilities.
3. The property owner(s) shall replace all damaged or destroyed screening facilities such as privacy fencing and
landscaping within 30 days of notification by the City of McHenry or other reasonable timeframe as determined
by the Zoning Administrator. 4. All development on the subject property shall be in substantial conformance
with the submitted site plan, landscaping plan, and building elevations. 5. The property owner shall be required
to install a secondary emergency access on the south side of the development connecting to the recreation
center and parking area to the east. This emergency access shall be approved by McHenry Police Chief. 6. All
other federal, state, and local laws shall be met. AND by making said motion, I agree with the staff’s assessment
as outlined in the staff report that the approval criteria for Development Review, Conditional Use Permits, and
Zoning Map Amendments has been met.
130
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
11
Voting Aye: Bremmer, Smale, Rockweiler, Lehman, Walsh
Voting Nay: Sobotta
Absent: Davis
Motion carried 5‐1.
A motion was made by Commissioner Lehman and seconded by Commissioner Lehman to approve a Preliminary
and Final Plat of Subdivision of Authentix at McHenry subject to the following conditions:
1. An access easement shall be granted to the City of McHenry, their successors and assigns, that allows the City
to install, maintain, renew, and remove facilities used in connection with stormwater drainage, if such
maintenance obligations are not met by the property owner(s).
2. The City shall provide the property owner(s) at least thirty (30) days’ notice, or another mutually agreed upon
timeframe, to address any maintenance obligations that have been unfulfilled.
3. All easement language shall be approved by the Public Works Director.
4. Any future development on Lot 2 that requires a residential landscape screening strip shall be substantially
similar to the landscaping and screening on Lot 1.
Voting Aye: Bremmer, Smale, Rockweiler, Lehman, Walsh
Voting Nay: Sobotta
Absent: Davis
Motion carried 5‐1.
131
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
12
ORDINANCE NO 21‐
AN ORDINANCE GRANTING VARIATIONS, ZONING MAP AMENDMENT, AND CONDITIONAL USE PERMIT FOR
THE AUTHENTIX MCHENRY INTEGRATED DESIGN DISTRICT DEVELOPMENT LOCATED EAST OF THE
INTERSECTION OF N. RICHMOND ROAD AND BLAKE BOULEVARD, IN THE CITY OF MCHENRY, MCHENRY
COUNTY, ILLINOIS
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated
under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance
constitutes an exercise of the City’s home rule powers and functions as granted in the Constitution of the State
of Illinois; and
WHEREAS, a petition has been filed with the City by Continental 601 Fund, LLC. (“CONTRACT
PURCHASER”) on behalf of Vantage McHenry Holdings, LLC. (“PROPERTY OWNER”), requesting a Zoning Map
Amendment to IDD, Integrated Design District, a Conditional Use Permit to allow a planned multifamily
residential development, along with the approval of certain variances for the property known as Lot 1 of the
Subdivision of Authentix at McHenry listed in “Exhibit A”, attached hereto and incorporated herein; “SUBJECT
PROPERTY”; and
WHEREAS, a public hearing on said petition was held before the Planning and Zoning Commission on
May 19, 2021 in the manner prescribed by ordinance and statute, and as a result of said meeting, the Planning
and Zoning Commission did recommend to the City Council the granting of the requested Variation, Zoning Map
Amendment, and Conditional Use Permit; and
WHEREAS, the City Council has considered the evidence and recommendations from the Planning and
Zoning Commission and finds that the approval of the requested Conditional Use Permit, Zoning Map
Amendment, and Zoning Variations are consistent with the objectives of the City of McHenry Zoning Ordinance
to protect the public health, safety, morals and general welfare of its residents.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY
COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: That the SUBJECT PROPERTY is hereby granted a Variation from §11‐11‐4 of the Zoning
Ordinance and §12‐4‐3 of the Subdivision Control and Development Ordinance to allow for simultaneous
review of a Preliminary and Final Plat of Subdivision and Plan.
SECTION 2: In granting said Variation, the City Council finds that the Approval Criteria for Variances
listed in §11‐19‐5 have been met.
132
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
13
SECTION 3: That the SUBJECT PROPERTY is hereby granted a Zoning Map Amendment from the C‐5
Highway Commercial District to the IDD Integrated Design District.
SECTION 4: In granting said Zoning Map Amendment, the City Council finds that the Approval Criteria
for Zoning Map Amendments listed in §11‐5‐5 of the City of McHenry Zoning Ordinance have been met.
SECTION 5: That the SUBJECT PROPERTY is hereby granted a Conditional Use Permit to allow a
planned, 288‐unit, multifamily Integrated Design District development subject to the following conditions:
1. The project shall be in substantial conformance with the following plans, attached hereto, and
incorporated herein as “Exhibit B”: Overall Site Plan dated 5/12/2021, Landscape Construction
Documents dated 4/22/2021, and Conceptual Elevations, Floor Plans, and Imagery dated 01/04/2021,
02/25/2021, and 3/25/2021.
2. The owner of the Subject Property shall install a 6‐foot privacy fence along the eastern property line.
3. The owner of the Subject Property shall enact a backup Special Service Area encompassing the
Subdivision of Authentix at McHenry on or before June 7, 2022.
4. The property owner shall replace all damaged or destroyed screening facilities, such as privacy fencing
and landscaping, within 30 days of notification by the City of McHenry or other reasonable timeframe
as determined by the Zoning Administrator.
5. The property owner shall be required to install a secondary emergency access on the property subject
to be reviewed and may be approved by the McHenry Police Chief.
6. All other federal, state, and local laws shall be met.
SECTION 6: In granting said Conditional Use Permit, the City Council finds that the Approval Criteria for
Development Review listed in §11‐11‐5 and Approval Criteria for Conditional Use Permits listed in §11‐15‐5 in
the City of McHenry Zoning Ordinance have been met.
SECTION 7: That the SUBJECT PROPERTY is hereby granted relief from Minimum Floor Space
Requirements, listed in §10‐1‐10 of the City of McHenry Building Regulations to allow the construction of 485
ft2 efficiency units and 595 ft2 1‐bedroom units in lieu of the required 550 ft2 and 650 ft2.
SECTION 8: In granting said relief, the City Council finds that the request will not negatively impact the
health, safety, and welfare of the general public.
133
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
14
SECTION 9: That the SUBJECT PROPERTY is hereby granted relief from §10‐20‐13 of the City of
McHenry Sign Code to allow for the construction of two (2) temporary advertising signs with a combined
area of sixty‐four square feet, and to allow the placement of the company name on the development
entrance sign.
SECTION 10: In granting said relief from the Sign Code, the City Council finds that such relief:
1.Will not be materially detrimental to the public welfare or injurious to other property in the vicinity;
2.Will not impair an adequate supply of light and air to adjacent property, increase the danger of fire,
endanger public safety, or substantially impair property values in the neighborhood;
3.Shall not give the property owner or business an unfair advantage over a similar business; and
4.Will not cause a hazard to the public safety by being distracting because of size or location, or being
located within rights‐of‐way.
SECTION 11: All ordinances or parts thereof in conflict with the terms and provisions hereof are hereby
repealed to the extent of such conflict.
SECTION 12: This Ordinance shall be published in pamphlet form by and under the authority of the
corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 13: This Ordinance shall be in full force and effect from and after its passage, approval, and
publication in pamphlet form as provided by law.
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
134
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
15
EXHIBIT A
Subdivision of Authentix at McHenry
135
FIR 5/8"FIR 5/8"FIP 1"FIP 1/2"FIP 3/4"FIP 3/4"FIP 3/4"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 3/4"FIP 3/4"FIR 5/8"P.O.C.SW. COR.OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8
SOUTHERLY R.O.W. LINE OFF.A. ROUTE 21 AS PER CIRCUITCOURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR. DOC.2000R0060046W. LINE OF THE OAKS
OF McHENRY PHASE 2
PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBDIVISIONDOC. 98R00033676 DOC. 98R00052114
DO
C
.
2
0
0
0
R
0
0
6
0
0
4
6
(N00°06'39"W)(574.15')(S57°19'14"E)(296.12')(S65° 39' 38"E)(400.78')(S62°05'03"E)(132.39')(S00°04'30"E)(1090.14')(S89°35'18"W)(1458.85')(N00°06'45"E)(507.00')(N89°35'18"E)(528.84')(N00°06'19"W)(100.30')(N00°06'14"W)(302.77')(S89°53'39"E)(198.02')(N89° 35' 18"E)(405.18')(N00°04'57"E)(507.00')(N89° 35' 18"E)(42.72')[N89° 28' 57"E][40.00'][N89° 28' 57"E][N89°28'57"E][N00°12'40"W][N00°12'35"W][S90°00'00"E][N00°13'00"W]
THE OAKS OF McHENRY PHASE 2
DOC. 1999R0031334McHENRY COMMONS SUBDIVISIONMcHENRY COMMONSSUBDIVISION 2THE OAKS OF McHENRY PHASE 1 DOC. 90R46649LOT 3RUBLOFF TOWNECENTRE SUBLOT 2RUBLOFF TOWNECENTRE SUBLOT 2LOT 113OUTLOT A334142OUTLOT B123122121120119118117116115114104103OUTLOT ALOT 6110' PUBLIC & MUNICIPALEASEMENT PER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENT PER DOC. 35107920' UTILITY EASEMENTPER DOC. R90 046649DOC. 87R004057LOT D10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'
6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.150.
0
0
'
175.
0
0
'LOT 5STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATED PER DOC. 2001R0013473FCCFIP 3/4"FIP 1"FIP 1"FIP 3/4"FIP 1"FIR 3/8"FIP 3/4"FIR 1/2"FIR 5/8"FIR 5/8"FIR 5/8"50.00'10' EASEMENT GRANTED TO NORTHERN ILLINOIS GASCOMPANY DOC. 77755 AS SHOWN ON RUBLOFF TOWNECENTRE SUBDIVISION DOC. 2001R001347312' P.U.E. PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R001347330' BUILDING SETBACK LINE15' PARKING SETBACK LINE30' BUILDING SETBACK LINE
15' PARKING SETBACK LINE DOC 2001R0013473DOC 2001R0013473N00°05'08"E 574.15'S57°07'27"E 296.12'S65°27'51"E 400.78'S61°53'16"E132.39'S00°07'17"W 1090.12'S89°46'51"W 1458.85'N00°18'32"E 507.02'N89°46'51"E 528.84'N00°05'28"E100.33'N00°05'33"E 302.77'S89°41'52"E 198.02'STORMWATER MANAGEMENTEASEMENTHEREBY GRANTED30' BUILDING SETBACK LINE
15' PARKING SETBACK LINE
S00°18'32"W 182.46'N89°46'51"E 269.06'S82°42'03"E 186.45'N89°46'51"E 832.77'300.16'77.39'
789.96'170.97'357.87'508.45'N89°41'30"E304.36'N74°37'57"E152.03'S89°54'51"E279.70'12' P.U.E. PER DOC.
2001R0013473
ACCESS EASEMENTHEREBY GRANTED24'
24'28'28'ACCESS EASEMENTHEREBY GRANTEDFIR 5/8"0.18' N0.11' WBENT WEST0.29' S'LY0.71' W'LY0.14' N'LY0.22' W'LY@ CORNER@ CORNER0.44' WON LINE0.20' W@ CORNERON LINEON LINE0.80' S0.16' N0.36' N0.10' NON LINE0.14' N0.30' S &ON LINE0.13' W0.41' S &0.92' W0.18' N &0.08' W0.09' W0.20' N &0.06' W0.14' N &ON LINE(60' PUBLIC ROAD AND R-O-W)(60' PUBLIC ROAD
AND R-O-W)
(60' PUBLIC ROAD
AND R-O-W)08040 80160320REVISIONSDATENO. DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2180'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-24-21VP04.1THE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 42°21'30.99516" NLONGITUDE: 88°15'49.76303" WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.P.I.N. 09-23-400-004 09-23-400-031PROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHSECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEU.E. UTILITY EASEMENTINFORMATION TAKEN FROM DEEDMEASURED DATUMP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTEXCEPTION TO BLANKET EASEMENT[CALC](REC)MEAS.ETBERECORD DATUMFOUND IRON RODFOUND PK NAILSET IRON PIPEFOUND IRON PIPEFIPSIPFIRFPKCB CHORD BEARINGA ARC LENGTHR RADIUSFOUND CUT CROSSFCCSET MAG NAILSMGEXISTING RIGHT-OF-WAY LINE104PROPOSED LOT NUMBERADJOINING LOT NUMBER 1. SUBDIVIDED LOTS AND EXTERIOR BOUNDARY CORNERSSHALL BE MONUMENTED WITH 3/4'' IRON PIPES WITHPLASTIC CAPS, UNLESS SHOWN OTHERWISE, INCONFORMANCE WITH STATE STATUTES AND LOCALSUBDIVISION CONTROL ORDINANCES WITHIN 12 MONTHSOF RECORDATION OF THE PLAT.SET CONCRETE MONUMENTSCMLOTNUMBERAREA INSQ.FT.AREA INACRES1897,638 20.60692481,916 11.0633TOTAL THISSUBDIVISION1,379,55431.6702V3 Companies, Ltd.7325 Janes AvenueWoodridge, IL 60517630-724-9200Project Manager : Chuck Bartoszcbartosz@v3co.comContinental 561 Fund LLCW134 N875 Executive ParkwayMenomonee Falls, WI 53051262 502 5500Contact: V3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Ryan Wagner, P.E.rwagner@v3co.comBenjamin Lang136
REVISIONSDATENO. DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2280'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-25-21VP04.1STATE OF ILLINOIS )) SSCOUNTY OF DUPAGE )THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188,HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY:PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRDPRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAIDSECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINETHEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THEEAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TOSAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWESTCORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGTHE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED INDOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGSAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINETHEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET);THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED =SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06MINUTES 39 SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE201 AS DESCRIBED IN CIRCUIT COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAIDSOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2,BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF,RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEASTQUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE,1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISIONOF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THEEAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO.98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.I FURTHER CERTIFY THAT ALL REGULATIONS ENACTED BY THE CITY OF MCHENRY RELATIVE TO PLATSAND SUBDIVISIONS HAVE BEEN COMPLIED WITH IN THE PREPARATION OF THIS PLAT.I FURTHER CERTIFY THAT THE ANNEXED PLAT IS A CORRECT REPRESENTATION OF SAID SURVEY ANDSUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. PERMANENTMONUMENTS WILL BE SET AT ALL LOT CORNERS, EXCEPT WHERE CONCRETE MONUMENTS AREINDICATED.I FURTHER CERTIFY THAT THE ABOVE DESCRIBED AREA FALLS IN ZONE X, AREAS OF MINIMAL FLOODING,PER FIRM MAP NUMBER 17111C0207J, EFFECTIVE DATE NOVEMBER 16, 2006.DATED THIS ____ DAY OF ___________, A.D., 20___.______________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022.V3 COMPANIES LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.cbartosz@v3co.comPART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.SURVEYOR'S AUTHORIZATION CERTIFICATEI, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188, DO HEREBY AUTHORIZETHE CITY OF MCHENRY, OR THEIR AGENTS, TO FILE WITH THE MCHENRY COUNTY RECORDER'S OFFICETHE PLAT OF SUBDIVISION KNOW AS AUTHENTIX AT MCHENRY, BEING A SUBDIVISION OF PART OF THESOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPALMERIDIAN, IN MCHENRY COUNTY, ILLINOIS.___________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR #3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022V3 COMPANIES LTDPLANNING AND ZONING COMMISSION CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I HEREBY CERTIFY THAT ON ____________________, 20____ THE ANNEXED PLAT WAS PRESENTED TOAND DULY APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF MCHENRY ANDTHAT SAID PLAT CONFORMS IN ALL RESPECTS TO THE REQUIREMENTS OF THE SUBDIVISIONCONTROL AND DEVELOPMENT ORDINANCE OF THE CITY OF MCHENRY, ILLINOIS.___________________________________________PLANNING AND ZONING COMMISSION CHAIRMANOWNER'S SCHOOL CERTIFICATESTATE OF ILOINOIS )) SSCOUNTY OF ________ )THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, ALL OF THE LAND LOCATED WITHIN THISPLAT OF SUBDIVISION IS LOCATED WITHIN MCHENRY ELEMENTARY SCHOOL DISTRICT 15 AND MCHENRYHIGH SCHOOL DISTRICT 156.DATED THIS ______ DAY OF _______________, 20____.BY:__________________________________________ OWNERCOUNTY CLERK' S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, COUNTY CLERK OF MCHENRY COUNTY, ILLINOIS, DO HEREBY CERTIFYTHAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NO UNPAIDFORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THEANNEXED PLAT (MC-90-527)GIVEN UNDER MY HAND AND SEAL AT WOODSTOCK, MCHENRY COUNTY, ILLINOIS THIS ______ DAY OF_______________, 20____ .______________________________[COUNTY CLERK SEAL] COUNTY CLERKSTORMWATER MANAGEMENT EASEMENT PROVISIONSA NON-INCLUSIVE STORMWATER CONTROL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TOTHE CITY OF MCHENRY ("CITY") FOR ALL AREAS HEREON PLATTED AND DESIGNATED AS "STORMWATERMANAGEMENT EASEMENT", FOR A STORMWATER CONTROL FACILITY TO BE MAINTAINED BY THE OWNEROF SAID FACILITY IN ACCORDANCE WITH CITY ORDINANCES AND APPROVED ENGINEERING PLANS. SAIDEASEMENT SHALL FURTHER GRANT AND ALLOW THE CITY, ITS CONTRACTORS AND OR ASSIGNS, THERIGHT TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND OPERATE STORMSEWER PIPES AND STRUCTURES WITHIN SAID EASEMENT AND TO CONVEY STORMWATER WITHIN ANYSAID STORM SEWERS. NO ENCROACHMENT OF ANY KIND SHALL BE ALLOWED WITHIN SAID EASEMENTUNLESS THE CITY HAS DETERMINED THAT SAID ENCROACHMENT SHALL NOT INTERFERE WITH THEPROPER FUNCTIONING OF SUCH FACILITY, SUCH AS GARDENS, SHRUBS AND OTHER LANDSCAPINGMATERIAL.THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ENTER WITH PERSONNEL ANDEQUIPMENT UPON SAID EASEMENT AT ANY TIME FOR THE PURPOSES OF ACCESS TO AND INSPECTIONOF THE STORMWATER MANAGEMENT FACILITIES LOCATED WITHIN SAID EASEMENT. IF THE OWNER FAILSTO MAINTAIN SAID FACILITIES AND, AFTER RECEIPT OF NOTICE FROM THE CITY OF SAID FAILURE, THEOWNER FAILS TO MAKE REQUIRED REPAIRS IN A REASONABLE PERIOD OF TIME, THE CITY MAY MAKETHE REQUIRED REPAIRS AND SEEK REIMBURSEMENT FROM THE OWNER FOR THE COSTS INCURRED BYTHE CITY TO MAKE THE REPAIR AND/OR FILE A LIEN ON THE PROPERTY. NO CHANGES SHALL BE MADETO SURFACE IN THE STORMWATER MANAGEMENT EASEMENT AREAS WITHOUT PRIOR APPROVAL OFTHE CITY ENGINEER.3188PROFESSIONALSURVEYORSTATE OFILLINOISLAND3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDOWNER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED ABOVE AND THAT NOOTHER PERSON HAS ANY RIGHT, TITLE, OR INTEREST IN SAID LAND, AND THAT SAID OWNERS HAS CAUSEDTHE SAME HEREBY SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES AND PURPOSESTHEREIN SET FORTH, AND TO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLETHEREON INDICATED.DATED THIS ______ DAY OF _________________________________, A.D., 20 ____._____________________________________________________NAME_____________________________________________________ADDRESSNOTARY PUBLICSTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )I, __________________________________________, A NOTARY PUBLIC IN AND FOR THE RESIDING IN THECOUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT _______________________________ PERSONALLYKNOWN TO ME HEREBY AS SUCH OWNER(S) APPEARED BEFORE ME THIS DAY IN PERSON ANDACKNOWLEDGED THAT HE/THEY SIGNED AND DELIVERED THE PLAT AS HIS/THIER FREE AND VOLUNTARY ACTFOR THE USES AND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF ____________________, A.D., 20 ____._____________________________________________________NOTARY PUBLICMY COMMISSION EXPIRES: _____________________________P.I.N. 09-23-400-004 09-23-400-031ACCESS EASEMENT PROVISIONSAN EASEMENT IS HEREBY GRANTED ACROSS LOT 1 TO THE OWNERS OF LOT 2 AS SHOWN HEREON,THEIR SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES FOR PERPETUAL PEDESTRIAN USE,ENJOYMENT, PEDESTRIAN INGRESS AND EGRESS, AND ALSO FOR THE PERPETUAL VEHICULAR ACCESSAND VEHICULAR INGRESS AND EGRESS OVER THE PAVED ROADWAY WITHIN SAID LOT 1. LOT 1 SHALLNOT BE USED BY SAID OWNERS, SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES IN AMANNER THAT WOULD BLOCK OR RESTRICT THE ACCESS AND FREE FLOW OF TRAFFIC TO LOT 2PLATTED HEREON. AN EASEMENT IS ALSO HEREBY GRANTED TO THE PUBLIC UTILITY COMPANIES ANDTHE CITY OF MCHENRY FOR PERPETUAL VEHICULAR CROSS - ACCESS AND VEHICULAR INGRESS ANDEGRESS.SURFACE WATER DRAINAGE CERTIFICATEOWNER:ENGINEER:STATE OF___________ )STATE OF ILLINOIS )) SS ) SSCOUNTY OF _________ )COUNTY OF DUPAGE )I,__________________________, OWNER, AND I, _________________________, PROFESSIONAL ENGINEEROF THE STATE OF ILLINOIS, DO HEREBY CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEFTHE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THISSUBDIVISION OR ANY PART THEREOF, OR, IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED,REASONABLE PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTOPUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACEWATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERINGPRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OFTHE CONSTRUCTION OF THE SUBDIVISION. (MC-89-491)DATED THIS ______ DAY OF _______________, 20____.____________________________________ ___________________________________ OWNER PROFESSIONAL ENGINEER OF ILLINOIS [ENGINEER'S SEAL]CITY ENGINEER'S CERTIFICATESTATE OF ILLINOIS)) SS COUNTY OF MCHENRY )I, _________________________ CITY ENGINEER OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFYTHAT THE LAND IMPROVEMENTS DESCRIBED IN THE ANNEXED PLAT, AND THE PLANS ANDSPECIFICATIONS, IF ANY, MEET THE MINIMUM REQUIREMENTS OF SAID CITY.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS, THIS ____ DAY OF ____________, 20____.[ENGINEER'S SEAL]__________________________CITY ENGINEERCITY CLERK' S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, CITY CLERK OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFY THATTHE ANNEXED PLAT WAS PRESENTED TO AND BY RESOLUTION DULY APPROVED BY THE CITYCOUNCIL OF SAID CITY AT ITS MEETING HELD ON ____________________, 20____, THAT ALLDEDICATIONS TO THE CITY OF MCHENRY, ILLINOIS DEPICTED THEREON WERE ACCEPTED BY THE CITYCOUNCIL ON SAID DATE, AND THAT THE REQUIRED BOND OR OTHER GUARANTEE HAS BEEN POSTEDFOR THE COMPLETION OF THE IMPROVEMENTS REQUIRED BY THE REGULATIONS OF SAID CITY.(MC-93-594)IN WITNESS THEREOF, I HAVE HERETO SET MY HAND AND SEAL OF THE CITY OF MCHENRY, ILLINOIS,THIS ______ DAY OF _______________, 20____.[CITY SEAL]_____________________________CITY CLERKCITY COLLECTOR'S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, CITY COLLECTOR OF THE CITY OF MCHENRY, ILLINOIS DO CERTIFY THATTHERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS OR ANYDEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OF LANDINCLUDED IN THE PLAT.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS THIS ____ DAY OF ____________, 20____ ._____________________________CITY COLLECTOR137
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
16
EXHIBIT B
Overall Site Plan dated 5/12/2021
Landscape Construction Documents dated 4/22/2021
Conceptual Elevations, Floor Plans, and Imagery dated 01/04/2021, 02/25/2021, and 3/25/2021
138
NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.EEEE E EEE E E E
TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473LOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R001347312011911811711611511410410OUTLOTWATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCEDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'ONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E.
PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E.
PER DOC. 2001R0013473
0.08' W0.18' N10"6""12"8"6"15"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINBUILDINFENCE X0 43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCE15' PARKING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK
30' BUILDING SETBACK
15' PARKING SETBACK
30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK
15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK
30' BUILDING SETBACK
L24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BGROUNDSBUILDING12G12G8G8G8G15' PARKING SETBACK30' BUILDING SETBACK
RS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALRS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALEESTATEDISTRICTC-5HIGHWAYCOMMERCIALC-5HIGHWAYCOMMERCIAL18.5'24'18.5'11'18.5'24'18.5'9'9'9'STORMWATERMANAGEMENTEASEMENT1028412382831262491272829211212211112584581211197453911329279957195313611118124281132633121512372160.7'60'92.5'MAIL KIOSKTRASH ENCLOSUREPET PARKRETAINING WALL (TYP.)RETAINING WALL (TYP.)RETAINING WALL (TYP.)N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 OverallSite20776.dwg5/12/2021OVERALL SITE PLAN
AUTHENTIX - MCHENRY
1" =0606060'30PARKING SUMMARYREQUIRED SPACES (PER 288 UNITS)STANDARD SPACES = 596ACCESSIBLE SPACES= 12TOTAL SPACES = 608PROPOSED SPACES - FOR UNITSSTANDARD SPACES = 479ACCESSIBLE SPACES = 19GARAGE SPACES = 48TOTAL SPACES = 546PARKING RATIO = 1.90 / UNITPROPOSED SPACES - CLUBHOUSESTANDARD SPACES = 15ACCESSIBLE SPACES = 2TOTAL SPACES = 17TOTAL SPACES PROVIDED = 563139
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Authentix McHenry - Conceptual IDDJanuary 4, 2021CONCEPTUAL ELEVATIONS, FLOORPLANS, AND IMAGERY1. Clubhouse Elevations (Front and Rear)2. Clubhouse Elevations (Left and Right)3. L24A Elevations (Front and Rear)4. L24A Elevations (Left and Right)5. L24A First Floor Plan6. L24A Second Floor Plan7. L24A Elevations (Front and Rear)8. L24A Elevations (Left and Right)9. L24A First Floor Plan10. L24A Second Floor Plan11. Detached Garage Elevations + Floor Plan12. Grounds Maintenance building Elevations + Floor Plan 13. Mail Kiosk Elevations + Floor Plan14. Sample Clubhouse Imagery15. Efficiency Unit Axons16. 1 BR Unit Axons17. 2 BR Unit Axons18. 3 BR Unit Axons151
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161
DETACHED162
163
*MAIL KIOSK DIMENSIONS MAY VERY BASED ON LOCAL USPS REQUIREMENTS164
Authentix McHenry - Conceptual IDDJanuary 4, 2021SAMPLE CLUBHOUSE IMAGERY165
Authentix McHenry - Conceptual IDDJanuary 4, 2021EFFICIENCY UNIT AXONSSF UNITSR UNIT166
Authentix McHenry - Conceptual IDDJanuary 4, 20211BR UNIT AXONS1F UNIT1R UNIT167
Authentix McHenry - Conceptual IDDJanuary 4, 20212BR UNIT AXONS2-2F UNIT2-2R UNIT2-1F UNIT2-1R UNIT168
Authentix McHenry - Conceptual IDDJanuary 4, 20213BR UNIT AXONS3-2F UNIT3-2R UNIT169
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
17
ORDINANCE NO 21‐
AN ORDINANCE GRANTING APPROVAL OF A PRELIMINARY AND FINAL PLAT OF SUBDIVISION OF AUTHENTIX
AT MCHENRY IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated
under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance
constitutes an exercise of the City’s home rule powers and functions as granted in the Constitution of the State
of Illinois; and
WHEREAS, a petition has been filed with the City by Continental 601 Fund, LLC. (“CONTRACT
PURCHASER”) on behalf of Vantage McHenry Holdings, LLC. (“PROPERTY OWNER”), requesting approval of the
subdivision of the property legally described in “Exhibit A”; and
WHEREAS, a public meeting on said petition was held before the Planning and Zoning Commission on
May 19, 2021 in the manner prescribed by ordinance and statute, and as a result of said meeting, the Planning
and Zoning Commission did recommend to the City Council the granting of the requested final plat of
subdivision; and
WHEREAS, the City Council finds that the approval of the final plat is in conformance with the ordinances
of the City.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY
COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: That the final plat entitled, “Final Plat of Subdivision of Authentix at McHenry,” prepared
by V3 Engineers, Scientists, and Surveyors, and bearing the date 3/24/21, attached hereto (“Exhibit B”) and
incorporated herein by reference, be and the same is hereby approved with the following conditions:
1. The recordation of the final plat shall occur within six (6) months of City Council approval.
2. An access easement shall be granted to the City of McHenry, their successors and assigns, that allows
the City to install, maintain, renew, and remove facilities used in connection with stormwater drainage,
if such maintenance obligations are not met by the property owner(s).
3. The City shall provide the property ow ner(s) at least thirty (30) days’ notice, or another mutually
agreed upon timeframe, to address any maintenance obligations that have been unfulfilled.
4. All easement language shall be approved by the City of McHenry Public Works Director.
5. A plat restriction shall be placed on the Plat of Subdivision prior to recordation that requires all future
installation of residential landscaping and screening strips, as required by local ordinance, to be
170
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
18
substantially similar in appearance and design as the residential landscaping and screening strip on lot
1 as determined by the City of McHenry Community Development Director.
SECTION 2: All ordinances or parts thereof in conflict with the terms and provisions hereof are hereby
repealed to the extent of such conflict.
SECTION 3: This Ordinance shall be published in pamphlet form by and under the authority of the
corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 4: This Ordinance shall be in full force and effect from and after its passage, approval, and
publication in pamphlet form as provided by law.
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
171
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
19
Exhibit A
Legal Description of the Subject Property
PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION;
THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET
(DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT‐OF‐WAY LINE OF
ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH
00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12
MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN
DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH
89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE SOUTH LINE THEREOF, 405.18 FEET TO THE
NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 98R00052114 FOR THE POINT OF
BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89
DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID
PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS
WEST ALONG THE EAST LINE THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST
100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF,
302.77 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89
DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90
DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS
WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST,
574.15 FEET) TO THE SOUTHERLY RIGHT‐OF‐WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURT
CASE 73‐3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT‐OF‐WAY LINE,
296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT‐OF‐WAY LINE,
400.78 FEET; THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF
THE EAST 755.70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF
MCHENRY PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT
THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04
MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST
QUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET
TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID
SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO.
98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT
2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO. 98R00052114, A DISTANCE OF
507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
172
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
20
Exhibit B
Final Plat of Subdivision of Authentix at McHenry
173
FIR 5/8"FIR 5/8"FIP 1"FIP 1/2"FIP 3/4"FIP 3/4"FIP 3/4"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 3/4"FIP 3/4"FIR 5/8"P.O.C.SW. COR.OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8
SOUTHERLY R.O.W. LINE OFF.A. ROUTE 21 AS PER CIRCUITCOURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR. DOC.2000R0060046W. LINE OF THE OAKS
OF McHENRY PHASE 2
PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBDIVISIONDOC. 98R00033676 DOC. 98R00052114
DO
C
.
2
0
0
0
R
0
0
6
0
0
4
6
(N00°06'39"W)(574.15')(S57°19'14"E)(296.12')(S65° 39' 38"E)(400.78')(S62°05'03"E)(132.39')(S00°04'30"E)(1090.14')(S89°35'18"W)(1458.85')(N00°06'45"E)(507.00')(N89°35'18"E)(528.84')(N00°06'19"W)(100.30')(N00°06'14"W)(302.77')(S89°53'39"E)(198.02')(N89° 35' 18"E)(405.18')(N00°04'57"E)(507.00')(N89° 35' 18"E)(42.72')[N89° 28' 57"E][40.00'][N89° 28' 57"E][N89°28'57"E][N00°12'40"W][N00°12'35"W][S90°00'00"E][N00°13'00"W]
THE OAKS OF McHENRY PHASE 2
DOC. 1999R0031334McHENRY COMMONS SUBDIVISIONMcHENRY COMMONSSUBDIVISION 2THE OAKS OF McHENRY PHASE 1 DOC. 90R46649LOT 3RUBLOFF TOWNECENTRE SUBLOT 2RUBLOFF TOWNECENTRE SUBLOT 2LOT 113OUTLOT A334142OUTLOT B123122121120119118117116115114104103OUTLOT ALOT 6110' PUBLIC & MUNICIPALEASEMENT PER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENT PER DOC. 35107920' UTILITY EASEMENTPER DOC. R90 046649DOC. 87R004057LOT D10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'
6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.150.
0
0
'
175.
0
0
'LOT 5STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATED PER DOC. 2001R0013473FCCFIP 3/4"FIP 1"FIP 1"FIP 3/4"FIP 1"FIR 3/8"FIP 3/4"FIR 1/2"FIR 5/8"FIR 5/8"FIR 5/8"50.00'10' EASEMENT GRANTED TO NORTHERN ILLINOIS GASCOMPANY DOC. 77755 AS SHOWN ON RUBLOFF TOWNECENTRE SUBDIVISION DOC. 2001R001347312' P.U.E. PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R001347330' BUILDING SETBACK LINE15' PARKING SETBACK LINE30' BUILDING SETBACK LINE
15' PARKING SETBACK LINE DOC 2001R0013473DOC 2001R0013473N00°05'08"E 574.15'S57°07'27"E 296.12'S65°27'51"E 400.78'S61°53'16"E132.39'S00°07'17"W 1090.12'S89°46'51"W 1458.85'N00°18'32"E 507.02'N89°46'51"E 528.84'N00°05'28"E100.33'N00°05'33"E 302.77'S89°41'52"E 198.02'STORMWATER MANAGEMENTEASEMENTHEREBY GRANTED30' BUILDING SETBACK LINE
15' PARKING SETBACK LINE
S00°18'32"W 182.46'N89°46'51"E 269.06'S82°42'03"E 186.45'N89°46'51"E 832.77'300.16'77.39'
789.96'170.97'357.87'508.45'N89°41'30"E304.36'N74°37'57"E152.03'S89°54'51"E279.70'12' P.U.E. PER DOC.
2001R0013473
ACCESS EASEMENTHEREBY GRANTED24'
24'28'28'ACCESS EASEMENTHEREBY GRANTEDFIR 5/8"0.18' N0.11' WBENT WEST0.29' S'LY0.71' W'LY0.14' N'LY0.22' W'LY@ CORNER@ CORNER0.44' WON LINE0.20' W@ CORNERON LINEON LINE0.80' S0.16' N0.36' N0.10' NON LINE0.14' N0.30' S &ON LINE0.13' W0.41' S &0.92' W0.18' N &0.08' W0.09' W0.20' N &0.06' W0.14' N &ON LINE(60' PUBLIC ROAD AND R-O-W)(60' PUBLIC ROAD
AND R-O-W)
(60' PUBLIC ROAD
AND R-O-W)08040 80160320REVISIONSDATENO. DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2180'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-24-21VP04.1THE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 42°21'30.99516" NLONGITUDE: 88°15'49.76303" WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.P.I.N. 09-23-400-004 09-23-400-031PROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHSECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEU.E. UTILITY EASEMENTINFORMATION TAKEN FROM DEEDMEASURED DATUMP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTEXCEPTION TO BLANKET EASEMENT[CALC](REC)MEAS.ETBERECORD DATUMFOUND IRON RODFOUND PK NAILSET IRON PIPEFOUND IRON PIPEFIPSIPFIRFPKCB CHORD BEARINGA ARC LENGTHR RADIUSFOUND CUT CROSSFCCSET MAG NAILSMGEXISTING RIGHT-OF-WAY LINE104PROPOSED LOT NUMBERADJOINING LOT NUMBER 1. SUBDIVIDED LOTS AND EXTERIOR BOUNDARY CORNERSSHALL BE MONUMENTED WITH 3/4'' IRON PIPES WITHPLASTIC CAPS, UNLESS SHOWN OTHERWISE, INCONFORMANCE WITH STATE STATUTES AND LOCALSUBDIVISION CONTROL ORDINANCES WITHIN 12 MONTHSOF RECORDATION OF THE PLAT.SET CONCRETE MONUMENTSCMLOTNUMBERAREA INSQ.FT.AREA INACRES1897,638 20.60692481,916 11.0633TOTAL THISSUBDIVISION1,379,55431.6702V3 Companies, Ltd.7325 Janes AvenueWoodridge, IL 60517630-724-9200Project Manager : Chuck Bartoszcbartosz@v3co.comContinental 561 Fund LLCW134 N875 Executive ParkwayMenomonee Falls, WI 53051262 502 5500Contact: V3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Ryan Wagner, P.E.rwagner@v3co.comBenjamin Lang174
REVISIONSDATENO. DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2280'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-25-21VP04.1STATE OF ILLINOIS )) SSCOUNTY OF DUPAGE )THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188,HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY:PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRDPRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAIDSECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINETHEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THEEAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TOSAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWESTCORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGTHE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED INDOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGSAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINETHEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET);THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED =SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06MINUTES 39 SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE201 AS DESCRIBED IN CIRCUIT COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAIDSOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2,BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF,RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEASTQUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE,1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISIONOF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THEEAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO.98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.I FURTHER CERTIFY THAT ALL REGULATIONS ENACTED BY THE CITY OF MCHENRY RELATIVE TO PLATSAND SUBDIVISIONS HAVE BEEN COMPLIED WITH IN THE PREPARATION OF THIS PLAT.I FURTHER CERTIFY THAT THE ANNEXED PLAT IS A CORRECT REPRESENTATION OF SAID SURVEY ANDSUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. PERMANENTMONUMENTS WILL BE SET AT ALL LOT CORNERS, EXCEPT WHERE CONCRETE MONUMENTS AREINDICATED.I FURTHER CERTIFY THAT THE ABOVE DESCRIBED AREA FALLS IN ZONE X, AREAS OF MINIMAL FLOODING,PER FIRM MAP NUMBER 17111C0207J, EFFECTIVE DATE NOVEMBER 16, 2006.DATED THIS ____ DAY OF ___________, A.D., 20___.______________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022.V3 COMPANIES LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.cbartosz@v3co.comPART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.SURVEYOR'S AUTHORIZATION CERTIFICATEI, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188, DO HEREBY AUTHORIZETHE CITY OF MCHENRY, OR THEIR AGENTS, TO FILE WITH THE MCHENRY COUNTY RECORDER'S OFFICETHE PLAT OF SUBDIVISION KNOW AS AUTHENTIX AT MCHENRY, BEING A SUBDIVISION OF PART OF THESOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPALMERIDIAN, IN MCHENRY COUNTY, ILLINOIS.___________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR #3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022V3 COMPANIES LTDPLANNING AND ZONING COMMISSION CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I HEREBY CERTIFY THAT ON ____________________, 20____ THE ANNEXED PLAT WAS PRESENTED TOAND DULY APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF MCHENRY ANDTHAT SAID PLAT CONFORMS IN ALL RESPECTS TO THE REQUIREMENTS OF THE SUBDIVISIONCONTROL AND DEVELOPMENT ORDINANCE OF THE CITY OF MCHENRY, ILLINOIS.___________________________________________PLANNING AND ZONING COMMISSION CHAIRMANOWNER'S SCHOOL CERTIFICATESTATE OF ILOINOIS )) SSCOUNTY OF ________ )THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, ALL OF THE LAND LOCATED WITHIN THISPLAT OF SUBDIVISION IS LOCATED WITHIN MCHENRY ELEMENTARY SCHOOL DISTRICT 15 AND MCHENRYHIGH SCHOOL DISTRICT 156.DATED THIS ______ DAY OF _______________, 20____.BY:__________________________________________ OWNERCOUNTY CLERK' S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, COUNTY CLERK OF MCHENRY COUNTY, ILLINOIS, DO HEREBY CERTIFYTHAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NO UNPAIDFORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THEANNEXED PLAT (MC-90-527)GIVEN UNDER MY HAND AND SEAL AT WOODSTOCK, MCHENRY COUNTY, ILLINOIS THIS ______ DAY OF_______________, 20____ .______________________________[COUNTY CLERK SEAL] COUNTY CLERKSTORMWATER MANAGEMENT EASEMENT PROVISIONSA NON-INCLUSIVE STORMWATER CONTROL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TOTHE CITY OF MCHENRY ("CITY") FOR ALL AREAS HEREON PLATTED AND DESIGNATED AS "STORMWATERMANAGEMENT EASEMENT", FOR A STORMWATER CONTROL FACILITY TO BE MAINTAINED BY THE OWNEROF SAID FACILITY IN ACCORDANCE WITH CITY ORDINANCES AND APPROVED ENGINEERING PLANS. SAIDEASEMENT SHALL FURTHER GRANT AND ALLOW THE CITY, ITS CONTRACTORS AND OR ASSIGNS, THERIGHT TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND OPERATE STORMSEWER PIPES AND STRUCTURES WITHIN SAID EASEMENT AND TO CONVEY STORMWATER WITHIN ANYSAID STORM SEWERS. NO ENCROACHMENT OF ANY KIND SHALL BE ALLOWED WITHIN SAID EASEMENTUNLESS THE CITY HAS DETERMINED THAT SAID ENCROACHMENT SHALL NOT INTERFERE WITH THEPROPER FUNCTIONING OF SUCH FACILITY, SUCH AS GARDENS, SHRUBS AND OTHER LANDSCAPINGMATERIAL.THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ENTER WITH PERSONNEL ANDEQUIPMENT UPON SAID EASEMENT AT ANY TIME FOR THE PURPOSES OF ACCESS TO AND INSPECTIONOF THE STORMWATER MANAGEMENT FACILITIES LOCATED WITHIN SAID EASEMENT. IF THE OWNER FAILSTO MAINTAIN SAID FACILITIES AND, AFTER RECEIPT OF NOTICE FROM THE CITY OF SAID FAILURE, THEOWNER FAILS TO MAKE REQUIRED REPAIRS IN A REASONABLE PERIOD OF TIME, THE CITY MAY MAKETHE REQUIRED REPAIRS AND SEEK REIMBURSEMENT FROM THE OWNER FOR THE COSTS INCURRED BYTHE CITY TO MAKE THE REPAIR AND/OR FILE A LIEN ON THE PROPERTY. NO CHANGES SHALL BE MADETO SURFACE IN THE STORMWATER MANAGEMENT EASEMENT AREAS WITHOUT PRIOR APPROVAL OFTHE CITY ENGINEER.3188PROFESSIONALSURVEYORSTATE OFILLINOISLAND3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDOWNER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED ABOVE AND THAT NOOTHER PERSON HAS ANY RIGHT, TITLE, OR INTEREST IN SAID LAND, AND THAT SAID OWNERS HAS CAUSEDTHE SAME HEREBY SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES AND PURPOSESTHEREIN SET FORTH, AND TO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLETHEREON INDICATED.DATED THIS ______ DAY OF _________________________________, A.D., 20 ____._____________________________________________________NAME_____________________________________________________ADDRESSNOTARY PUBLICSTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )I, __________________________________________, A NOTARY PUBLIC IN AND FOR THE RESIDING IN THECOUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT _______________________________ PERSONALLYKNOWN TO ME HEREBY AS SUCH OWNER(S) APPEARED BEFORE ME THIS DAY IN PERSON ANDACKNOWLEDGED THAT HE/THEY SIGNED AND DELIVERED THE PLAT AS HIS/THIER FREE AND VOLUNTARY ACTFOR THE USES AND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF ____________________, A.D., 20 ____._____________________________________________________NOTARY PUBLICMY COMMISSION EXPIRES: _____________________________P.I.N. 09-23-400-004 09-23-400-031ACCESS EASEMENT PROVISIONSAN EASEMENT IS HEREBY GRANTED ACROSS LOT 1 TO THE OWNERS OF LOT 2 AS SHOWN HEREON,THEIR SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES FOR PERPETUAL PEDESTRIAN USE,ENJOYMENT, PEDESTRIAN INGRESS AND EGRESS, AND ALSO FOR THE PERPETUAL VEHICULAR ACCESSAND VEHICULAR INGRESS AND EGRESS OVER THE PAVED ROADWAY WITHIN SAID LOT 1. LOT 1 SHALLNOT BE USED BY SAID OWNERS, SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES IN AMANNER THAT WOULD BLOCK OR RESTRICT THE ACCESS AND FREE FLOW OF TRAFFIC TO LOT 2PLATTED HEREON. AN EASEMENT IS ALSO HEREBY GRANTED TO THE PUBLIC UTILITY COMPANIES ANDTHE CITY OF MCHENRY FOR PERPETUAL VEHICULAR CROSS - ACCESS AND VEHICULAR INGRESS ANDEGRESS.SURFACE WATER DRAINAGE CERTIFICATEOWNER:ENGINEER:STATE OF___________ )STATE OF ILLINOIS )) SS ) SSCOUNTY OF _________ )COUNTY OF DUPAGE )I,__________________________, OWNER, AND I, _________________________, PROFESSIONAL ENGINEEROF THE STATE OF ILLINOIS, DO HEREBY CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEFTHE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THISSUBDIVISION OR ANY PART THEREOF, OR, IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED,REASONABLE PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTOPUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACEWATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERINGPRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OFTHE CONSTRUCTION OF THE SUBDIVISION. (MC-89-491)DATED THIS ______ DAY OF _______________, 20____.____________________________________ ___________________________________ OWNER PROFESSIONAL ENGINEER OF ILLINOIS [ENGINEER'S SEAL]CITY ENGINEER'S CERTIFICATESTATE OF ILLINOIS)) SS COUNTY OF MCHENRY )I, _________________________ CITY ENGINEER OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFYTHAT THE LAND IMPROVEMENTS DESCRIBED IN THE ANNEXED PLAT, AND THE PLANS ANDSPECIFICATIONS, IF ANY, MEET THE MINIMUM REQUIREMENTS OF SAID CITY.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS, THIS ____ DAY OF ____________, 20____.[ENGINEER'S SEAL]__________________________CITY ENGINEERCITY CLERK' S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, CITY CLERK OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFY THATTHE ANNEXED PLAT WAS PRESENTED TO AND BY RESOLUTION DULY APPROVED BY THE CITYCOUNCIL OF SAID CITY AT ITS MEETING HELD ON ____________________, 20____, THAT ALLDEDICATIONS TO THE CITY OF MCHENRY, ILLINOIS DEPICTED THEREON WERE ACCEPTED BY THE CITYCOUNCIL ON SAID DATE, AND THAT THE REQUIRED BOND OR OTHER GUARANTEE HAS BEEN POSTEDFOR THE COMPLETION OF THE IMPROVEMENTS REQUIRED BY THE REGULATIONS OF SAID CITY.(MC-93-594)IN WITNESS THEREOF, I HAVE HERETO SET MY HAND AND SEAL OF THE CITY OF MCHENRY, ILLINOIS,THIS ______ DAY OF _______________, 20____.[CITY SEAL]_____________________________CITY CLERKCITY COLLECTOR'S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, CITY COLLECTOR OF THE CITY OF MCHENRY, ILLINOIS DO CERTIFY THATTHERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS OR ANYDEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OF LANDINCLUDED IN THE PLAT.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS THIS ____ DAY OF ____________, 20____ ._____________________________CITY COLLECTOR175
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
21
ORDINANCE NO 21‐
AN ORDINANCE PROPOSING THE ESTABLISHMENT OF A BACKUP SPECIAL SERVICE AREA #12 IN THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLINOIS, AND TO LEVY TAXES FOR THE PURPOSE OF PAYING THE COST OF
PROVIDING SPECIAL SERVICES IN AND FOR SUCH AREA IF THE PROPERTY OWNERS FAIL TO PROVIDE SAID
SERVICES.
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated
under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance
constitutes an exercise of the City’s home rule powers and functions as granted in the Constitution of the State
of Illinois; and
WHEREAS, the constitutional authority for home rule powers is set forth in Article VII, Section 6, of the
Constitution of the State of Illinois in force July 1, 1971, which provides in relevant part as follows:
§6. Powers of Home Rule Units.
Except as limited by this Section, a home rule unit may exercise any power and perform any function
pertaining to its government affairs including, but not limited to, the power to regulate for the protection
of the public health, safety, morals and welfare; to license; to tax; and to incur debt.
WHEREAS, special service areas are established pursuant to the provisions of the “Special Service Area
Tax Law”, 35ILCS 200/27‐35, as amended, and pursuant to the Revenue Act of 1939 of the State of Illinois, as
amended; and
WHEREAS, it is in the public interest that the establishment of the area hereinafter described as a backup
special service area for the purpose set forth herein be considered (the “Area”); and
WHEREAS, the Area is compact and contiguous and is totally within the corporate limits of the City of
McHenry, McHenry County, Illinois (the “City”); and
WHEREAS, Continental 601 Fund LLC. (the “Contract Purchaser”) is under contract to purchase the
property known as Lot 1 of the Final Plat of Subdivision of Authentix at McHenry, which has been annexed to
the City, which said property is located on the property legally described in “EXHIBIT A”, attached hereto and
incorporated by reference; and
WHEREAS, Vantage McHenry Holdings, LLC. (the “Owner”) or its successors and assigns may develop
land known as Lot 2 of the Final Plat of Subdivision of Authentix at McHenry legally described in EXHIBIT A; and
WHEREAS, the Contract Purchaser is proposing to construct a storm water detention basin (“Stormwater
Facilities”) located at the north end of said Lot 1 which shall also service said Lot 2 for future development, as
identified in the Stormwater Management Report (the “Stormwater Report”) dated March 25, 2021 by V3
Company attached hereto as “EXHIBIT B”; and
176
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
22
WHEREAS, the future costs of maintenance of the Stormwater Facilities are special services which may
lawfully be paid from additional taxes upon the Area; and
WHEREAS, the City intends that the Stormwater Facilities be maintained in good working order, subject
to availability of sufficient funds from the Taxes (as hereinafter defined); and
WHEREAS, the City intends that a portion of the Taxes (as hereinafter defined) be set aside as a reserve
fund as a backup method of financing for the purpose of renewing, replacing, rehabilitating, reconfiguring, and
improving the Stormwater Facilities in the event that the Contract Purchaser and the Owner or their successors
and assigns fails to maintain said Stormwater Facilities; and
WHEREAS, the Area will benefit specifically from the municipal services to be provided (the “Services”)
and the Services are unique and in attrition to municipal services provided to the City as a whole, and it is,
therefore, in the best interests of the City that the establishment of the Area be considered; and
WHEREAS, it is in the public interest that taxes be levied by the City at a rate or amount of tax sufficient
to provide revenues required for the purpose of paying the cost of provided the Services (the “Taxes”); and
WHEREAS, an annual tax shall be levied upon all taxable property with the Area from time to time, as
determined by the Mayor and City Council, in an amount to be determined of the value as equalized or assessed
by the McHenry County Assessor’s Office of all taxable property in the Area, in addition to all other taxes
permitted by law.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: That the preambles of this ordinance are hereby incorporated into this text as if set out
herein in full.
SECTION 2: That a Public Hearing shall be held at 7:00 p.m. on , 2021, at the
McHenry Municipal Building, 333 South Green Street, McHenry, Illinois (the “Hearing”) to consider the
establishment of the Area in the territory, and for the purpose of providing the Services, as full described in the
Notice of Public Hearing set forth in Section 4 hereof (the “Notice”), and to consider the tax levy described in
the Notice.
SECTION 3: That notice of the Hearing shall be given by publication and mailing. Notice by publication
shall be given by publication at least once not less than thirty (30) days prior to the Hearing on___________,
2021 in the Northwest Heard, the same being a newspaper having a general circulation within the City. Notice
177
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
23
by mailing shall be given by depositing the Notice in the United States mail addressed to the person or persons
in whose name the general taxes for the last preceding year were paid on each lot, block, tract, or parcel of land
lying within the Area. The Notice shall be mailed not less than ten (10) days prior to the time set for the Hearing.
In the even taxes for the last preceding year were not paid, the Notice shall be sent to the person last listed on
the tax rolls prior to that year as the owner of said property.
SECTION 4: That the Notice shall be in substantial conformance with the following form:
Notice of Public Hearing
City of McHenry, McHenry County, Illinois
Special Service Area #12
NOTICE IS HEREBY GIVEN that at 7:00 p.m., , 2021, at the McHenry Municipal Building,
333 South Green Street, McHenry, Illinois, a hearing (the “Hearing”) will be held by the City Council of the City
of McHenry, McHenry County, Illinois (the “City”), to consider the establishment of Special Service Area #12 of
the City consisting of the following described territory (the “Area”):
PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL
MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH 89
DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28
MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT‐OF‐WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0
FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG
SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST
CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35 MINUTES 18
SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE SOUTH LINE THEREOF, 405.18
FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 98R00052114 FOR THE POINT OF
BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28
MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED
IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE
THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE NORTH 0
DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77 FEET (DEED = NORTH 0 DEGREES 12
MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89 DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE
SOUTH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE
NORTH 0 DEGREES 06 MINUTES 39 SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0
DEGREES 13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT‐OF‐WAY LINE OF F.A. ROUTE 201 AS
DESCRIBED IN CIRCUIT COURT CASE 73‐3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID
RIGHT‐OF‐WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT‐OF‐
WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF
178
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
24
THE EAST 755.70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY
PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDED
APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONG
SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35
MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER
SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF,
RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST
ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO.
98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
An accurate map of said territory is on file in the Office of the City Clerk of said City and is available for
public inspection.
The permanent tax index numbers of each parcel located within the proposed special service area are
09‐23‐400‐004 and 09‐23‐400‐031 and the property consists of Lots 1 and 2 of the Authentix at McHenry
subdivision. The proposed special service area is located east of Route 31 and east, north and south of Blake
Boulevard.
The purpose of the establishment of said Special Service Area #12 is to provide a backup method of
financing special services to said Special Service Area, including all costs of operation, upkeep, maintenance,
repair, replacement, alteration, safekeeping and improvement of the Stormwater Facilities, in the event the
property owner(s) or their successors and assigns fail to maintain said Stormwater Facilities within 30 days of a
written request by the City to undertake and complete such operation, upkeep, maintenance, repair,
replacement, alteration, safekeeping and improvement of the Stormwater Facilities (the special services”), as
the case may be, in the City’s sole discretion without the obligation to do so. Time is of the essence.
The nature of the proposed special services within the proposed special service area is for new
construction and maintenance. Funds received from the proposed special service area by the City may be used
by the City or its designated contractor to pay for the special services
At the hearing, there will be considered a special service area tax levy from time to time, as determined
by the Mayor and City Council, of an annual tax for providing such special services in Special Service Area #12,
in an amount to not to exceed 1% of the assessed value of the Area – per annum. The maximum rate of taxes
to be extended within the proposed special service area in any year would be 1% of the assessed value of the
taxable real property within the Area and the term of the proposed special service area would be perpetual,
with no maximum term or number of years, if the proposed special service area is established. The proposed
amount of the tax levy for special services for the initial year for which taxes would be levied would be no more
than $10,000.
179
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
25
All interested persons affected by the establishment of said Special Service Area #12 and the levy of said
tax, including all owners of real estate located with said Special Service Area, will be given an opportunity to be
heard at said hearing regarding the establishment of said backup Special Service Area and the levy of said tax
and an opportunity to file objections to the establishment of said backup Special Service Area and the levy of
said tax and the amount thereof.
At said public hearing, any interested persons affected by said proposed back up Special Service Area
may file with the City Clerk of said City written objections to and may be heard orally in respect to any issues
embodied in this notice. The Mayor and City Council of said City shall hear and determine all protests and
objections at said hearing, and said hearing may be adjourned to another date without further notice other than
a motion to be entered upon the minutes fixing the time and place of its adjournment.
If a petition signed by at least 51% of the electors residing within said Special Service Area #12 and by at
least 51% of the owners of record of the land included within the boundaries of said Special Service Area #12 is
filed with the City Clerk of said City within 60 days following the final adjournment of said public hearing
objecting to the creation of said Special Service Area #12, the levy or imposition of a tax for the provision of
special services to said Special Service Area #12, or to a proposed increase in the tax rate, no such backup Special
Service Area #12 may be created, or tax may be levied or imposed nor rate increased.
By order of the Mayor and City Council of the City of McHenry, McHenry County, Illinois.
Dated this ____ day of _____________, 2021.
/signed/ __________________
Trisha Ramel, City Clerk
City of McHenry
McHenry County, Illinois
SECTION 5: That all ordinances, orders and resolutions and parts thereof in conflict herewith be and the
same are hereby superseded, and this ordinance shall be in full force and effect forthwith upon its adoption and
approval.
180
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
26
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Wayne Jett, Mayor Trisha Ramel, City Clerk
181
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
27
Exhibit A
Legal Description of the Subject Property
PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION;
THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET
(DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT‐OF‐WAY LINE OF
ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH
00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12
MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN
DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH
89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE SOUTH LINE THEREOF, 405.18 FEET TO THE
NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 98R00052114 FOR THE POINT OF
BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89
DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID
PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS
WEST ALONG THE EAST LINE THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST
100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF,
302.77 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89
DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90
DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS
WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST,
574.15 FEET) TO THE SOUTHERLY RIGHT‐OF‐WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURT
CASE 73‐3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT‐OF‐WAY LINE,
296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT‐OF‐WAY LINE,
400.78 FEET; THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF
THE EAST 755.70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF
MCHENRY PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT
THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04
MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST
QUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET
TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID
SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO.
98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT
2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO. 98R00052114, A DISTANCE OF
507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
182
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
28
Exhibit B
Stormwater Management Report dated March 25, 2021 by V3 Company
183
PROJECT SITE:
MCHENRY - AUTHENTIX
EAST OF RICHMOND ROAD AND BLAKE ROAD
CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS
PREPARED FOR:
CONTINENTAL 523 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WISCONSIN 53051
PREPARED BY:
V3 COMPANIES
7325 JANES AVENUE
WOODRIDGE, ILLINOIS 60517
630.724.9200
MARCH 25, 2021
V3 Companies Project No. 20776
FINAL
STORMWATER
MANAGEMENT REPORT
184
TABLE OF CONTENTS
Section 1 - Storm Water Management Narrative
Section 2 - Storm Water Management Calculations
- Existing Curve Number
- Existing Time of Concentration
- Existing Win TR-20 Output (Drainage to the West)
- Proposed Runoff Coefficient
- Proposed Time of Concentration
- Proposed Curve Number
- Proposed Stage Storage Discharge
- Proposed Stage Storage Table
- Proposed Win TR-20 Output
Section 3 - Storm Water Exhibits
- Existing Tributary Area Exhibit
- Proposed Tributary Area Exhibit
- Proposed Pervious Area Exhibit
- ALTA/NSPS Land Title and Topographic Survey
Section 4 - General Exhibits
- Project Location Map
- Aerial Map
- USGS Topographic Map
- USGS Hydrologic Atlas
- FEMA FIRM
- Flood Zones of McHenry County, Illinois, Map
- National Wetland Inventory Map
- Soil Survey of McHenry County
185
Section 1
• Storm Water Management Narrative
186
Stormwater Management Report
for
McHenry - Authentix
East of Richmond Drive and Blake Road
City of McHenry, McHenry County, Illinois
OVERVIEW:
The proposed McHenry – Authentix development is located east of the intersection of Richmond Drive
and Blake Road, in the City of McHenry. The existing 20.60 +/- acre site is undeveloped farm land, with
limited foliage. The proposed site will provide stormwater detention for all onsite drainage, and also for
the future developed condition for the 7.58 +/- acres of farmland to the south. Under existing
conditions, the site generally drains from west to east, then sheet flowing across the residential
properties to the east. The property is located within the Upper Fox River watershed.
PROPOSED STORMWATER MANAGEMENT SYSTEM:
Continental Properties is proposing to develop the property with an apartment complex containing 12 2-
story apartment buildings, a clubhouse with pool, at-grade parking including garages, and associated
utility infrastructure. The project will also include a proposed detention basin located at the north end of
the site.
The existing 20.60-acre site is undeveloped farmland that drains via sheet flow from the west to the
east. The 7.58-acre parcel south of the project site not currently being developed also sheet flows from
west to east. Overall, the entirety of the property sheet drains across the residential properties on the
west side of Hazelwood Drive. An Existing Tributary Area Exhibit can be found in Section 3 of this report.
The proposed 20.60-acre project site is designed to drain into storm sewers that will convey stormwater
into the proposed detention pond to the north before being released to the northeast through a
restrictor structure. Overland overflow routes will also be provided to safely convey larger storm events
through the project site and to the detention basin. Based on discussions with the adjacent property
owner and the Village, the proposed detention basin has been designed to provide the required
detention volume for the 20.60 acre proposed development in addition to the roughly 7.58-acre
property to the south. Multiple storm sewer stubs have been provided at the south property line to
allow for the future connection of that property to the detention basin when the 7.58 acres to the south
is developed.
As reflected on the Proposed Pervious Area Exhibit in Section 3, the proposed development is 38.1%
pervious resulting in a proposed CN of 91. The detention basin was also designed based on the offsite
property to the south having a future development CN of 91. According to the McHenry County
Stormwater Management Ordinance the release rate requirements are 0.04 CFS/acre for the 2-year
storm event, and 0.15 CFS/acre for the 100-year storm event. With a total tributary area of 28.18 +/-
acres, the allowable detention basin release rate for the 2-year event is 1.13 cfs (28.18 * 0.04 = 1.13),
and the allowable release rate for the 100-year event is 4.23 cfs (28.18 * 0.15 = 4.23). The required
187
V3 Companies • 2
storage volume and release rates were analyzed with WIN-TR20 and those results can be found in
Section 2 of this report. The restrictor orifices were sized per the required release rates, resulting in a
two-stage restrictor structure to meet each release requirement. A 5.75” restrictor is provided at
elevation 786.00 for the 2-year 24-hour event, and a 7” restrictor is provided at elevation 788.00 for the
100-year 24-hour event. The resulting actual release rates are less than the allowable release rates as
summarized in the table below and the total storage capacity of the basin is 14.17 acre-ft.
Existing
Release Rate
Allowable
Release Rate
Actual Release
Rate
Design HWL Actual HWL
2- Year Storm 7.03 cfs 1.13 cfs 1.08 cfs 788.00 787.78
100-Year Storm 20.75 cfs 4.23 cfs 4.02 cfs 791.00 790.92
STORM SEWER DESIGN:
Proposed storm sewer will be designed for the 10-year 24-hour rainfall event as required by the
McHenry County Stormwater Management Ordinance.
EXISTING SOIL CHARACTERISTICS:
The soils on the project are predominantly 570A Martinsville Silt Loam, and 327B Fox Silt Loam with a
small area of 198A Elburn Silt Loam at the Northwest corner of the property per the Soil Survey of Cook
County.
EROSION CONTROL MEASURES:
A stabilized construction entrance will be installed at the west entrance location on Blake Road. Silt
fence will be installed along the perimeter of the proposed grading operations on the site and sediment
traps will be placed in all the existing and proposed storm manholes in and around the site that are
tributary to construction activities. The erosion control measures are reflected on the Erosion Control
Plans within the Engineering Plans. In addition, a Stormwater Pollution Prevention Plan (SWPPP) will be
prepared as required by the IEPA for NPDES SWPPP permitting.
CONCLUSION:
It is our opinion that the proposed stormwater management design conforms to the requirements of
McHenry County Stormwater Management Ordinance. The proposed improvements do not impact the
downstream storm water system or increase stormwater release from the project site.
188
570B
327B
570B
570C2
1626A
327C2
570B
570B
198A
327D2
327C2
570A
104A
219A
570A
327C2
323C3
570B
87B1153A
791B
570A
327B
570C2
153A
528A
172A
570A
528A
570B
323D3 344A
343A
219A
1330A
327D2
570B
528A 219A
570B
327D2
300 0 300 600Feet
³
ProjectLocation
N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX8_SOIL SURVEY_20776.mxd
CLIENT:
BASE LAYER:DATE:
TITLE:
SITE:
Visio, Vertere, Virtute... "The Vision To Transform with Excellence"
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com
CREATED BY:
SCALE:
PROJECT NO.:
8
EXHIBIT:
Authentix - Mchenry
McHenry Illinois
SOIL SURVEY OF MCHENRY COUNTYILLINOIS
AERIAL IMAGERY (2019)
Continental 523 Fund LLC
W134 N8675 Executive Parkway
Menomonee Falls, Wisconsin 53051
20776
MSG
03/25/2021
See Scale Bar
189
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
29
Exhibit A
Legal Description of the Subject Property
PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF
THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST
CORNER OF SAID SECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG
THE SOUTH LINE THEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS
EAST, 40.0 FEET), TO THE EAST RIGHT‐OF‐WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0
FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57
SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35
SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN
DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST
(DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE SOUTH LINE THEREOF,
405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO.
98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35
MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG
SAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN
DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST
ALONG THE EAST LINE THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40
SECONDS WEST 100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST
ALONG THE EAST LINE THEREOF, 302.77 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35
SECONDS WEST, 302.77 FEET); THENCE SOUTH 89 DEGREES 53 MINUTES 39 SECONDS EAST
ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90 DEGREES 00 MINUTES 00
SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS WEST ALONG
THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS
WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT‐OF‐WAY LINE OF F.A. ROUTE 201 AS DESCRIBED
IN CIRCUIT COURT CASE 73‐3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST
ALONG SAID RIGHT‐OF‐WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38
SECONDS EAST ALONG SAID RIGHT‐OF‐WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05
MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAID
SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE
2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT
THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0
DEGREES 04 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH
LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS
WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN
COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER
ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676;
THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2
AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO. 98R00052114, A
DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
190
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
31
ORDINANCE NO 21‐
AN ORDINANCE AUTHORIZING THE MAYOR’S EXECUTION OF A DEVELOPMENT AGREEMENT
BETWEEN THE CITY OF MCHENRY AND CONTINENTAL 601 FUND LLC.
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City’s home rule powers and functions
as granted in the Constitution of the State of Illinois; and
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: The Authentix McHenry Development Agreement bearing the date of
June 7, 2021 between the City of McHenry and Continental 601 Fund LLC. is attached to this
ordinance and incorporated herein by reference as Exhibit “A”.
SECTION 2: The Mayor and City Clerk are hereby authorized to affix their signatures as
Mayor and City Clerk to said Agreement for the uses and purposes therein set forth.
SECTION 3: All Ordinance or parts thereof in conflict with the terms and provisions
hereof are hereby repealed to the extent of such conflict.
SECTION 4: This Ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 5: This Ordinance shall be in full force and effect from and after its passage,
approval, and publication in pamphlet form as provided by law.
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
191
Exhibit A
Development and Incentive Agreement between the City of McHenry and
Continental 601 Fund LLC.
192
1
AUTHENTIX MCHENRY DEVELOPMENT AGREEMENT
This AUTHENTIX MCHENRY DEVELOPMENT AGREEMENT (“Agreement”) made and entered
into this 7th day of June, 2021, (“Effective Date”) by and between the CITY OF MCHENRY, an Illinois
municipal corporation (hereinafter referred to as "CITY"), and CONTINENTAL 601 FUND LLC, a
Delaware limited liability company (“C601”).
RECITALS
A. C601 has a contract to purchase the property known as Lot 1 of the Final Plat of Subdivision of
Authentix at McHenry identified in EXHIBIT A consisting of approximately 20.6069 acres and is
attached hereto and made a part of this Agreement by reference, hereinafter referred to as the
"Subject Property" conditioned upon securing certain approvals from the CITY.
B. The Subject Property is currently vacant and zoned C-5 Highway Commercial District, pursuant to
the City’s Zoning Ordinance.
C. The Subject Property is to be rezoned as Integrated Design District, pursuant to the City’s Zoning
Ordinance.
D. The Subject Property is part of a larger territory annexed and zoned under the Trust No. 4714
Annexation Agreement pursuant to Ordinance Nos. O-95-699 and O-95-700 recorded January 26,
1995 (“Annexation Agreement”).
E. The Annexation Agreement which includes the Subject Property expired by its terms on or about
January 26, 2015.
NOW, THEREFORE, in consideration of the mutual promises set forth herein and other good and
valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the CITY and
C601 hereby agree as follows:
1. Incorporation of Recitals. The foregoing recitals and all exhibits attached hereto shall be and are
hereby incorporated in this Paragraph I as if said recitals and exhibits were fully set forth herein.
2. Construction of Multi-Family Dwelling Units. C601 shall have the right to construct Multi-Family
Dwelling Units upon the Subject Property, including a clubhouse, pool and related amenities.
3. Maximum Number of Dwelling Units. The maximum number of Multi-Family Dwelling Units
permitted to be constructed on the Subject Property shall be 288 units (“Dwelling Units”).
4. Approval of Plans and Specifications. The City approves the plans and specifications identified on
EXHIBIT B [CS1]attached hereto and incorporated by reference (collectively the “Plans”). C601
agrees to construct the Dwelling Units generally consistent with the approved Plans. Any change
or modification of the Plans that the City Administrator determines to be minor shall be approved
administratively without the necessity of amending this Agreement. Any change or modifications
the City Administrator deems major shall be referred to the City Council which will be the final
arbiter as to whether the change or modification requires an amendment of this Agreement.
5. Permits and Plat. City and C601 acknowledge that a final subdivision plat of the Subject Property
shall be filed with the City on the terms herein. C601 shall not be required to file the plat prior to
the issuance of any site, grading, foundation or utility permits for the Subject Property. The plat
must be recorded before the issuance of any building permits.
193
2
6. Back-Up Special Service Area. C601 is responsible for the maintenance of all the storm water
improvements on the Subject Property. In the event that C601 fails to properly maintain the storm
water improvements, C601 acknowledges that the CITY may, exercising its sole discretion and
without the obligation to do so establish a special service area ("SSA"), special assessment, or other
funding source (collectively, "Funding Mechanism") to secure and finance the operation and
maintenance of storm water improvements.C601 agrees to fully cooperate in the establishment and
administration of any Funding Mechanism selected by the CITY. Any SSA that is established shall
include a provision that requires the CITY to provide written notice to C601 of any failures or
deficiencies in the ongoing operation and maintenance of storm water improvements and a thirty
(30) day period for C601 to correct any such failures or deficiencies before the CITY may take any
steps to make such corrections pursuant to the SSA, unless emergency circumstances exist. The
parties agree that the maximum tax rate that may be levied pursuant to an SSA shall not exceed 1%
of the assessed value of the Subject Property and shall be in addition to all other property taxes
including the City’s if the City elects to pass an SSA levy against the Subject Property. The
proposed amount of the tax levy for special services for the initial year for which taxes would be
levied would be no more than $10,000.
7. A draft of the Ordinance Proposing a Backup Special Service Area is attached hereto as EXHIBIT
E and C601 agrees to its adoption and the adoption of a future ordinance establishing said Special
Service Area, by the City after full Execution of this Agreement.
8. Infrastructure. The CITY acknowledges that C601 is not obligated to make any off-site
improvements to either the sanitary sewer system, the potable water system, the storm water
management system or the road system except as detailed below in sections 7a thru 7f. The parties
agree, however, that C601 may make the following improvements, at its cost, in order to
accommodate its development of the Subject Property:
a. Curbs. C601 shall perform curb removal and replacement and/or curb cuts as required to
accommodate its driveway configuration as provided on pages_ ______ of the Plans.
b. Off-site Road Improvements. C601 and the CITY mutually agree that Blake Drive is
currently in poor condition. C601 will be required to improve Blake Drive from Rte 31 to
the Subject Property with a 2.0” asphalt removal and 2.0” asphalt replacement as well as
reinstating the pavement markings and detector loops. This work shall be completed before
the issuance of the final occupancy permit for the last building to be constructed.
c. Water services. C601 may tap water mains and install water services as required to provide
individual water services to serve each building. These water services, to the maximum
extent practical and if installed on the far side from the water main will be installed by
directional drilling to avoid cuts in the finished pavement. Water services shall be installed
as provided on pages ____ of the Plans.
d. Sanitary sewer services. Sanitary sewer services will generally be installed in accordance
with pages ____ of the Plans.
e. Sanitary sewer. C601 shall be responsible to construct a public sanitary sewer extension
from the Rte 31/Blake Drive intersection to the Subject Property and shall restore the
disturbed area to original condition.
f. Public sidewalks. C601 shall install public sidewalks if required adjacent to the Subject
Property and dedicate same to the City in fee simple title by warranty deed and any other
documents reasonably requested by the City not subject to any encumbrance, easement,
mortgage, lien or covenant at no cost to the City. Installation shall be in accordance with
pages ____ of the Plans.
9. Capacity to Serve. The CITY acknnow1edges that there is currently sanitary sewer treatment plant
194
3
capacity and potable water supply available to serve the Dwelling Units. Water and sanitary
treatment plant and main capacity are reserved for the term of this agreement and will be made
available to the Subject Property.
10. Recapture Agreements. The CITY acknowledges that the Subject Property is not subject to any
existing recapture agreement and that any recaptures affecting the Subject Property have been fully
satisfied.
11. Temporary Signage. The CITY agrees to issue permits, following receipt of proper applications
and fees, for a maximum of two (2) temporary advertising signs at locations identified on
EXHIBIT C attached hereto and incorporated by this reference. The signs may be two-sided or v-
shaped, a maximum of sixty-four (64) square feet in area, eight (8) feet in height and set back a
minimum of ten (10) feet from the property line. The signs shall be removed when C601 has
received its final certificate of occupancy.
12. Construction and Leasing Trailers.
a. Leasing Trailer. C601 shall be permitted, at the C601’s sole risk, to construct, maintain and
occupy a Leasing Trailer and to construct and maintain other appurtenant facilities for said
Leasing Trailer, C601 shall have the right to use said Leasing Trailer for sales, sales
promotions and offices for sales personnel, all as may be desirable or in any way connected
with the leasing of Dwelling Units on the Subject Property. The CITY agrees to allow
C601 to construct temporary parking facilities subject to the approval of the CITY and
compliance with all applicable codes of the CITY. Upon issuance of the certificate of
occupancy for the clubhouse, the Leasing Trailer shall be removed.
b. Construction Trailer. Construction trailer(s) used to build Dwelling Units shall be allowed,
at locations to be approved by the CITY. Upon the issuance of 100% of the certificates of
occupancy for the Dwelling Units the construction trailer(s) shall be removed.
13. Fees. C601 and CITY, acknowledge prior cash credits and fees associated with the Annexation
Agreement (which expired on or about January 26, 2015) have been completed and no fees remain
outstanding under the Annexation Agreement. C601 and the CITY hereby agree that C601 shall
only be obligated to pay to the CITY the fees as enumerated on EXHIBIT D attached hereto and
incorporated by this reference with the following exception.
a. C601 has represented that the proposed 288 dwelling units will have an average daily water
use of 23,424 gallons per day. The Combined Water and Sewer Capital Development Fees
in EXHIBIT D have been reduced based the representation made by C601. If during the
term of this agreement, the actual water use is determined by the City Administrator to be
significantly more than the 23,424 gallons per day, C601 shall pay the CITY an increased
Combined Water and Sewer Capital Development Fee based on the following formula:
Revised Fee = (Actual Water Use/23,424) x EXHIBIT D Fee. The CITY will have the
right to add the increased fee to the bi-monthly water bill and will reserve the right to shut-
off water service for non-payment.
14. Binding Effect and Term. This Agreement shall be binding upon and inure to the benefit of the
parties hereto, successor owners of record and their heirs, assigns, and lessees, and upon successor
municipal authorities of the CITY and successor municipalities for a period of five (5) years from
the date of execution hereof, and any extended time agreed to by written amendment to this
Agreement.
15. Amendment. This Agreement may only be amended by written instrument executed by all parties
hereto.
195
4
16. Notice and Default. Before any failure of any party to this Agreement to perform its obligations
under this Agreement shall be deemed to be a breach of this Agreement, the party alleging the
breach shall provide notice to the party alleged to be in default specifying the nature of said default,
and thirty (30) days elapses from the receipt of said default notice without the default being cured.
Notice shall be in writing and delivered via certified mail, addressed as follows:
If to CITY:
City of McHenry
Attn: City Administrator
333 S. Green Street
McHenry, IL 60050
If to C601:
Continental 601 Fund LLC
Attn: Legal Department
W134 N8675 Executive Parkway
Menomonee Falls, WI 53051
17. Ordinance Changes. Except as otherwise specified herein, all ordinances of the CITY and other
applicable jurisdictions as amended from time to time or modified per the IDD approval shall apply
to the Subject Property, C601 and all successors and assigns in title. To the extent that the CITY
ordinances and design requirements conflict with the improvements described in the Plans, the
Plans shall be considered to control and supersede and supplant all ordinances and codes of the
CITY which might conflict with the Plans.
18. Acquisition Contingency. C601 asserts that as of the execution date of this Agreement, C601 is
not the owner, but is the contract purchaser of the Subject Property and in order for C601 to
undertake the obligations to be performed by C601 as set forth in this Agreement, C601 must
complete the purchase of the Subject Property and be the fee simple owner of the Subject Property.
Accordingly, C601’s rights and obligations under this Agreement are contingent upon C601’s
acquisition of the fee simple interest in the Subject Property. Upon written notice from C601 to the
CITY that C601 will not acquire the fee simple interest in the Subject Property and request to
terminate this Agreement, this Agreement and all obligations and liabilities hereunder shall so
terminate and be null and void and of no further force and effect. Upon C601’s acquisition of fee
title to the Subject Property, C601 shall provide the CITY with written notice of its acquisition of
the Subject Property.
(Balance of this page intentionally left blank.)
196
5
IN WITNESS WHEROF, the parties hereto have executed this Agreement as of the date indicated above.
C601:
CONTINENTAL 601 FUND LLC,
a Delaware limited liability company
By: CONTINENTAL PROPERTIES COMPANY, INC.,
a Wisconsin corporation
By: _______________________________________ Legal Department Review: _____
Daniel J. Minahan, President
Agreement executed by Buyer this ___ day of ________, 2021.
STATE OF WISCONSIN )
) ss:
COUNTY OF WAUKESHA )
The foregoing instrument was acknowledged before me this ___ day of ________________, 2021, by
Daniel J. Minahan as president of Continental Properties Company, Inc., Manager of Continental 561
Fund LLC.
Witness my hand and official seal:
NOTARY SEAL
____________________________________
Notary Public
My commission expires: ________________
197
6
CITY:
CITY OF MCHENRY, ILLINOIS
By: ____________________________
Name: _________________________
Title: __________________________
and
By: ____________________________
Name: _________________________
Title: __________________________
STATE OF ILLINOIS )
) ss:
COUNTY OF MCHENRY )
I, the undersigned, a Notary Public in and for the County and State aforesaid, do hereby certify that
_________________ and _______________, personally known to me to be the City Mayor and
_____________________ respectively, of the CITY OF MCHENRY, and personally known to me to be
the same persons whose names are subscribed to the foregoing Development Agreement, appeared before
me this day in person and severally acknowledged that they signed and delivered said Development
Agreement as such Mayor and ________________ of said City, as their free and voluntary acct, and as
the free and voluntary act and deed of said Village, for the uses and purposes therein set forth.
Given under my hand and official seal, this ______ day of ______________, 2021.
NOTARY SEAL
____________________________________
Notary Public
My commission expires: ________________
198
7
TABLE OF EXHIBITS
EXHIBIT A Lot 1 of the Final Plat of Subdivision of Authentix At McHenry
EXHIBIT B Approved Plans and Specifications
EXHIBIT C Temporary Marketing Signage
EXHIBIT D Fee Schedule
EXHIBIT E Draft Ordinance Proposing the Establishment of SSA #12
199
STATE OF ILLINOIS )
)
COUNTY OF MCHENRY )
C E R T I F I C A T I O N
I, Monte Johnson, do hereby certify that I am the duly appointed, acting and qualified Deputy City Clerk
of the City of McHenry, McHenry County, Illinois, and that as such City Clerk, I am the keeper of the
records of said City of McHenry.
I do hereby further certify that at a regular meeting of the Mayor and Aldermen of the City of McHenry,
held on the _____ day of _____________, 2021, an agreement was approved between the City of
McHenry and ____________________ for the Authentix McHenry Development.
I do further certify that the original, of which the attached is a true and correct copy, is entrusted to me as
the Clerk of said City for safekeeping, and that I am the lawful custodian and keeper of the same.
GIVEN under my hand and seal this ____ day of _________, 2021.
____________________________
Monte Johnson, Deputy City Clerk City of McHenry,
McHenry County, Illinois
200
EXHIBIT A
Lot 1 of the Final Plat of Subdivision of Authentix At McHenry
201
FIR 5/8"FIR 5/8"FIP 1"FIP 1/2"FIP 3/4"FIP 3/4"FIP 3/4"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 3/4"FIP 3/4"FIR 5/8"P.O.C.SW. COR.OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8
SOUTHERLY R.O.W. LINE OFF.A. ROUTE 21 AS PER CIRCUITCOURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR. DOC.2000R0060046W. LINE OF THE OAKS
OF McHENRY PHASE 2
PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBDIVISIONDOC. 98R00033676 DOC. 98R00052114
DO
C
.
2
0
0
0
R
0
0
6
0
0
4
6
(N00°06'39"W)(574.15')(S57°19'14"E)(296.12')(S65° 39' 38"E)(400.78')(S62°05'03"E)(132.39')(S00°04'30"E)(1090.14')(S89°35'18"W)(1458.85')(N00°06'45"E)(507.00')(N89°35'18"E)(528.84')(N00°06'19"W)(100.30')(N00°06'14"W)(302.77')(S89°53'39"E)(198.02')(N89° 35' 18"E)(405.18')(N00°04'57"E)(507.00')(N89° 35' 18"E)(42.72')[N89° 28' 57"E][40.00'][N89° 28' 57"E][N89°28'57"E][N00°12'40"W][N00°12'35"W][S90°00'00"E][N00°13'00"W]
THE OAKS OF McHENRY PHASE 2
DOC. 1999R0031334McHENRY COMMONS SUBDIVISIONMcHENRY COMMONSSUBDIVISION 2THE OAKS OF McHENRY PHASE 1 DOC. 90R46649LOT 3RUBLOFF TOWNECENTRE SUBLOT 2RUBLOFF TOWNECENTRE SUBLOT 2LOT 113OUTLOT A334142OUTLOT B123122121120119118117116115114104103OUTLOT ALOT 6110' PUBLIC & MUNICIPALEASEMENT PER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENT PER DOC. 35107920' UTILITY EASEMENTPER DOC. R90 046649DOC. 87R004057LOT D10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'
6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.150.
0
0
'
175.
0
0
'LOT 5STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATED PER DOC. 2001R0013473FCCFIP 3/4"FIP 1"FIP 1"FIP 3/4"FIP 1"FIR 3/8"FIP 3/4"FIR 1/2"FIR 5/8"FIR 5/8"FIR 5/8"50.00'10' EASEMENT GRANTED TO NORTHERN ILLINOIS GASCOMPANY DOC. 77755 AS SHOWN ON RUBLOFF TOWNECENTRE SUBDIVISION DOC. 2001R001347312' P.U.E. PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R001347330' BUILDING SETBACK LINE15' PARKING SETBACK LINE30' BUILDING SETBACK LINE
15' PARKING SETBACK LINE DOC 2001R0013473DOC 2001R0013473N00°05'08"E 574.15'S57°07'27"E 296.12'S65°27'51"E 400.78'S61°53'16"E132.39'S00°07'17"W 1090.12'S89°46'51"W 1458.85'N00°18'32"E 507.02'N89°46'51"E 528.84'N00°05'28"E100.33'N00°05'33"E 302.77'S89°41'52"E 198.02'STORMWATER MANAGEMENTEASEMENTHEREBY GRANTED30' BUILDING SETBACK LINE
15' PARKING SETBACK LINE
S00°18'32"W 182.46'N89°46'51"E 269.06'S82°42'03"E 186.45'N89°46'51"E 832.77'300.16'77.39'
789.96'170.97'357.87'508.45'N89°41'30"E304.36'N74°37'57"E152.03'S89°54'51"E279.70'12' P.U.E. PER DOC.
2001R0013473
ACCESS EASEMENTHEREBY GRANTED24'
24'28'28'ACCESS EASEMENTHEREBY GRANTEDFIR 5/8"0.18' N0.11' WBENT WEST0.29' S'LY0.71' W'LY0.14' N'LY0.22' W'LY@ CORNER@ CORNER0.44' WON LINE0.20' W@ CORNERON LINEON LINE0.80' S0.16' N0.36' N0.10' NON LINE0.14' N0.30' S &ON LINE0.13' W0.41' S &0.92' W0.18' N &0.08' W0.09' W0.20' N &0.06' W0.14' N &ON LINE(60' PUBLIC ROAD AND R-O-W)(60' PUBLIC ROAD
AND R-O-W)
(60' PUBLIC ROAD
AND R-O-W)08040 80160320REVISIONSDATENO. DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2180'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-24-21VP04.1THE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 42°21'30.99516" NLONGITUDE: 88°15'49.76303" WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.P.I.N. 09-23-400-004 09-23-400-031PROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHSECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEU.E. UTILITY EASEMENTINFORMATION TAKEN FROM DEEDMEASURED DATUMP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTEXCEPTION TO BLANKET EASEMENT[CALC](REC)MEAS.ETBERECORD DATUMFOUND IRON RODFOUND PK NAILSET IRON PIPEFOUND IRON PIPEFIPSIPFIRFPKCB CHORD BEARINGA ARC LENGTHR RADIUSFOUND CUT CROSSFCCSET MAG NAILSMGEXISTING RIGHT-OF-WAY LINE104PROPOSED LOT NUMBERADJOINING LOT NUMBER 1. SUBDIVIDED LOTS AND EXTERIOR BOUNDARY CORNERSSHALL BE MONUMENTED WITH 3/4'' IRON PIPES WITHPLASTIC CAPS, UNLESS SHOWN OTHERWISE, INCONFORMANCE WITH STATE STATUTES AND LOCALSUBDIVISION CONTROL ORDINANCES WITHIN 12 MONTHSOF RECORDATION OF THE PLAT.SET CONCRETE MONUMENTSCMLOTNUMBERAREA INSQ.FT.AREA INACRES1897,638 20.60692481,916 11.0633TOTAL THISSUBDIVISION1,379,55431.6702V3 Companies, Ltd.7325 Janes AvenueWoodridge, IL 60517630-724-9200Project Manager : Chuck Bartoszcbartosz@v3co.comContinental 561 Fund LLCW134 N875 Executive ParkwayMenomonee Falls, WI 53051262 502 5500Contact: V3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Ryan Wagner, P.E.rwagner@v3co.comBenjamin Lang202
REVISIONSDATENO. DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2280'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-25-21VP04.1STATE OF ILLINOIS )) SSCOUNTY OF DUPAGE )THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188,HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY:PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRDPRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAIDSECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINETHEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THEEAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TOSAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWESTCORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGTHE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED INDOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGSAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINETHEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET);THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED =SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06MINUTES 39 SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE201 AS DESCRIBED IN CIRCUIT COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAIDSOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2,BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF,RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEASTQUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE,1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISIONOF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THEEAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO.98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.I FURTHER CERTIFY THAT ALL REGULATIONS ENACTED BY THE CITY OF MCHENRY RELATIVE TO PLATSAND SUBDIVISIONS HAVE BEEN COMPLIED WITH IN THE PREPARATION OF THIS PLAT.I FURTHER CERTIFY THAT THE ANNEXED PLAT IS A CORRECT REPRESENTATION OF SAID SURVEY ANDSUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. PERMANENTMONUMENTS WILL BE SET AT ALL LOT CORNERS, EXCEPT WHERE CONCRETE MONUMENTS AREINDICATED.I FURTHER CERTIFY THAT THE ABOVE DESCRIBED AREA FALLS IN ZONE X, AREAS OF MINIMAL FLOODING,PER FIRM MAP NUMBER 17111C0207J, EFFECTIVE DATE NOVEMBER 16, 2006.DATED THIS ____ DAY OF ___________, A.D., 20___.______________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022.V3 COMPANIES LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.cbartosz@v3co.comPART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.SURVEYOR'S AUTHORIZATION CERTIFICATEI, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188, DO HEREBY AUTHORIZETHE CITY OF MCHENRY, OR THEIR AGENTS, TO FILE WITH THE MCHENRY COUNTY RECORDER'S OFFICETHE PLAT OF SUBDIVISION KNOW AS AUTHENTIX AT MCHENRY, BEING A SUBDIVISION OF PART OF THESOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPALMERIDIAN, IN MCHENRY COUNTY, ILLINOIS.___________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR #3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022V3 COMPANIES LTDPLANNING AND ZONING COMMISSION CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I HEREBY CERTIFY THAT ON ____________________, 20____ THE ANNEXED PLAT WAS PRESENTED TOAND DULY APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF MCHENRY ANDTHAT SAID PLAT CONFORMS IN ALL RESPECTS TO THE REQUIREMENTS OF THE SUBDIVISIONCONTROL AND DEVELOPMENT ORDINANCE OF THE CITY OF MCHENRY, ILLINOIS.___________________________________________PLANNING AND ZONING COMMISSION CHAIRMANOWNER'S SCHOOL CERTIFICATESTATE OF ILOINOIS )) SSCOUNTY OF ________ )THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, ALL OF THE LAND LOCATED WITHIN THISPLAT OF SUBDIVISION IS LOCATED WITHIN MCHENRY ELEMENTARY SCHOOL DISTRICT 15 AND MCHENRYHIGH SCHOOL DISTRICT 156.DATED THIS ______ DAY OF _______________, 20____.BY:__________________________________________ OWNERCOUNTY CLERK' S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, COUNTY CLERK OF MCHENRY COUNTY, ILLINOIS, DO HEREBY CERTIFYTHAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NO UNPAIDFORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THEANNEXED PLAT (MC-90-527)GIVEN UNDER MY HAND AND SEAL AT WOODSTOCK, MCHENRY COUNTY, ILLINOIS THIS ______ DAY OF_______________, 20____ .______________________________[COUNTY CLERK SEAL] COUNTY CLERKSTORMWATER MANAGEMENT EASEMENT PROVISIONSA NON-INCLUSIVE STORMWATER CONTROL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TOTHE CITY OF MCHENRY ("CITY") FOR ALL AREAS HEREON PLATTED AND DESIGNATED AS "STORMWATERMANAGEMENT EASEMENT", FOR A STORMWATER CONTROL FACILITY TO BE MAINTAINED BY THE OWNEROF SAID FACILITY IN ACCORDANCE WITH CITY ORDINANCES AND APPROVED ENGINEERING PLANS. SAIDEASEMENT SHALL FURTHER GRANT AND ALLOW THE CITY, ITS CONTRACTORS AND OR ASSIGNS, THERIGHT TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND OPERATE STORMSEWER PIPES AND STRUCTURES WITHIN SAID EASEMENT AND TO CONVEY STORMWATER WITHIN ANYSAID STORM SEWERS. NO ENCROACHMENT OF ANY KIND SHALL BE ALLOWED WITHIN SAID EASEMENTUNLESS THE CITY HAS DETERMINED THAT SAID ENCROACHMENT SHALL NOT INTERFERE WITH THEPROPER FUNCTIONING OF SUCH FACILITY, SUCH AS GARDENS, SHRUBS AND OTHER LANDSCAPINGMATERIAL.THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ENTER WITH PERSONNEL ANDEQUIPMENT UPON SAID EASEMENT AT ANY TIME FOR THE PURPOSES OF ACCESS TO AND INSPECTIONOF THE STORMWATER MANAGEMENT FACILITIES LOCATED WITHIN SAID EASEMENT. IF THE OWNER FAILSTO MAINTAIN SAID FACILITIES AND, AFTER RECEIPT OF NOTICE FROM THE CITY OF SAID FAILURE, THEOWNER FAILS TO MAKE REQUIRED REPAIRS IN A REASONABLE PERIOD OF TIME, THE CITY MAY MAKETHE REQUIRED REPAIRS AND SEEK REIMBURSEMENT FROM THE OWNER FOR THE COSTS INCURRED BYTHE CITY TO MAKE THE REPAIR AND/OR FILE A LIEN ON THE PROPERTY. NO CHANGES SHALL BE MADETO SURFACE IN THE STORMWATER MANAGEMENT EASEMENT AREAS WITHOUT PRIOR APPROVAL OFTHE CITY ENGINEER.3188PROFESSIONALSURVEYORSTATE OFILLINOISLAND3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDOWNER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED ABOVE AND THAT NOOTHER PERSON HAS ANY RIGHT, TITLE, OR INTEREST IN SAID LAND, AND THAT SAID OWNERS HAS CAUSEDTHE SAME HEREBY SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES AND PURPOSESTHEREIN SET FORTH, AND TO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLETHEREON INDICATED.DATED THIS ______ DAY OF _________________________________, A.D., 20 ____._____________________________________________________NAME_____________________________________________________ADDRESSNOTARY PUBLICSTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )I, __________________________________________, A NOTARY PUBLIC IN AND FOR THE RESIDING IN THECOUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT _______________________________ PERSONALLYKNOWN TO ME HEREBY AS SUCH OWNER(S) APPEARED BEFORE ME THIS DAY IN PERSON ANDACKNOWLEDGED THAT HE/THEY SIGNED AND DELIVERED THE PLAT AS HIS/THIER FREE AND VOLUNTARY ACTFOR THE USES AND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF ____________________, A.D., 20 ____._____________________________________________________NOTARY PUBLICMY COMMISSION EXPIRES: _____________________________P.I.N. 09-23-400-004 09-23-400-031ACCESS EASEMENT PROVISIONSAN EASEMENT IS HEREBY GRANTED ACROSS LOT 1 TO THE OWNERS OF LOT 2 AS SHOWN HEREON,THEIR SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES FOR PERPETUAL PEDESTRIAN USE,ENJOYMENT, PEDESTRIAN INGRESS AND EGRESS, AND ALSO FOR THE PERPETUAL VEHICULAR ACCESSAND VEHICULAR INGRESS AND EGRESS OVER THE PAVED ROADWAY WITHIN SAID LOT 1. LOT 1 SHALLNOT BE USED BY SAID OWNERS, SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES IN AMANNER THAT WOULD BLOCK OR RESTRICT THE ACCESS AND FREE FLOW OF TRAFFIC TO LOT 2PLATTED HEREON. AN EASEMENT IS ALSO HEREBY GRANTED TO THE PUBLIC UTILITY COMPANIES ANDTHE CITY OF MCHENRY FOR PERPETUAL VEHICULAR CROSS - ACCESS AND VEHICULAR INGRESS ANDEGRESS.SURFACE WATER DRAINAGE CERTIFICATEOWNER:ENGINEER:STATE OF___________ )STATE OF ILLINOIS )) SS ) SSCOUNTY OF _________ )COUNTY OF DUPAGE )I,__________________________, OWNER, AND I, _________________________, PROFESSIONAL ENGINEEROF THE STATE OF ILLINOIS, DO HEREBY CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEFTHE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THISSUBDIVISION OR ANY PART THEREOF, OR, IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED,REASONABLE PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTOPUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACEWATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERINGPRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OFTHE CONSTRUCTION OF THE SUBDIVISION. (MC-89-491)DATED THIS ______ DAY OF _______________, 20____.____________________________________ ___________________________________ OWNER PROFESSIONAL ENGINEER OF ILLINOIS [ENGINEER'S SEAL]CITY ENGINEER'S CERTIFICATESTATE OF ILLINOIS)) SS COUNTY OF MCHENRY )I, _________________________ CITY ENGINEER OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFYTHAT THE LAND IMPROVEMENTS DESCRIBED IN THE ANNEXED PLAT, AND THE PLANS ANDSPECIFICATIONS, IF ANY, MEET THE MINIMUM REQUIREMENTS OF SAID CITY.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS, THIS ____ DAY OF ____________, 20____.[ENGINEER'S SEAL]__________________________CITY ENGINEERCITY CLERK' S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, CITY CLERK OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFY THATTHE ANNEXED PLAT WAS PRESENTED TO AND BY RESOLUTION DULY APPROVED BY THE CITYCOUNCIL OF SAID CITY AT ITS MEETING HELD ON ____________________, 20____, THAT ALLDEDICATIONS TO THE CITY OF MCHENRY, ILLINOIS DEPICTED THEREON WERE ACCEPTED BY THE CITYCOUNCIL ON SAID DATE, AND THAT THE REQUIRED BOND OR OTHER GUARANTEE HAS BEEN POSTEDFOR THE COMPLETION OF THE IMPROVEMENTS REQUIRED BY THE REGULATIONS OF SAID CITY.(MC-93-594)IN WITNESS THEREOF, I HAVE HERETO SET MY HAND AND SEAL OF THE CITY OF MCHENRY, ILLINOIS,THIS ______ DAY OF _______________, 20____.[CITY SEAL]_____________________________CITY CLERKCITY COLLECTOR'S CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF MCHENRY )I, _________________________, CITY COLLECTOR OF THE CITY OF MCHENRY, ILLINOIS DO CERTIFY THATTHERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS OR ANYDEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OF LANDINCLUDED IN THE PLAT.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS THIS ____ DAY OF ____________, 20____ ._____________________________CITY COLLECTOR203
EXHIBIT B
Approved Plans and Specifications
“Overall Site Plan Authentix –McHenry Final Engineering” dated May 12, 2021
“Landscape Construction Documents” dated April 22, 2021
“Conceptual Elevations, Floor Plans, and Imagery” dated January 4, 2021
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NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.EEEE E EEE E E E
TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473LOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R001347312011911811711611511410410OUTLOTWATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCEDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'ONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E.
PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E.
PER DOC. 2001R0013473
0.08' W0.18' N10"6""12"8"6"15"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINBUILDINFENCE X0 43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCE15' PARKING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK
30' BUILDING SETBACK
15' PARKING SETBACK
30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK
15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK
30' BUILDING SETBACK
L24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BGROUNDSBUILDING12G12G8G8G8G15' PARKING SETBACK30' BUILDING SETBACK
RS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALRS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALEESTATEDISTRICTC-5HIGHWAYCOMMERCIALC-5HIGHWAYCOMMERCIAL18.5'24'18.5'11'18.5'24'18.5'9'9'9'STORMWATERMANAGEMENTEASEMENT1028412382831262491272829211212211112584581211197453911329279957195313611118124281132633121512372160.7'60'92.5'MAIL KIOSKTRASH ENCLOSUREPET PARKRETAINING WALL (TYP.)RETAINING WALL (TYP.)RETAINING WALL (TYP.)N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 OverallSite20776.dwg5/12/2021OVERALL SITE PLAN
AUTHENTIX - MCHENRY
1" =0606060'30PARKING SUMMARYREQUIRED SPACES (PER 288 UNITS)STANDARD SPACES = 596ACCESSIBLE SPACES= 12TOTAL SPACES = 608PROPOSED SPACES - FOR UNITSSTANDARD SPACES = 479ACCESSIBLE SPACES = 19GARAGE SPACES = 48TOTAL SPACES = 546PARKING RATIO = 1.90 / UNITPROPOSED SPACES - CLUBHOUSESTANDARD SPACES = 15ACCESSIBLE SPACES = 2TOTAL SPACES = 17TOTAL SPACES PROVIDED = 563205
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Authentix McHenry - Conceptual IDDJanuary 4, 2021CONCEPTUAL ELEVATIONS, FLOORPLANS, AND IMAGERY1. Clubhouse Elevations (Front and Rear)2. Clubhouse Elevations (Left and Right)3. L24A Elevations (Front and Rear)4. L24A Elevations (Left and Right)5. L24A First Floor Plan6. L24A Second Floor Plan7. L24A Elevations (Front and Rear)8. L24A Elevations (Left and Right)9. L24A First Floor Plan10. L24A Second Floor Plan11. Detached Garage Elevations + Floor Plan12. Grounds Maintenance building Elevations + Floor Plan 13. Mail Kiosk Elevations + Floor Plan14. Sample Clubhouse Imagery15. Efficiency Unit Axons16. 1 BR Unit Axons17. 2 BR Unit Axons18. 3 BR Unit Axons217
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227
DETACHED228
229
*MAIL KIOSK DIMENSIONS MAY VERY BASED ON LOCAL USPS REQUIREMENTS230
Authentix McHenry - Conceptual IDDJanuary 4, 2021SAMPLE CLUBHOUSE IMAGERY231
Authentix McHenry - Conceptual IDDJanuary 4, 2021EFFICIENCY UNIT AXONSSF UNITSR UNIT232
Authentix McHenry - Conceptual IDDJanuary 4, 20211BR UNIT AXONS1F UNIT1R UNIT233
Authentix McHenry - Conceptual IDDJanuary 4, 20212BR UNIT AXONS2-2F UNIT2-2R UNIT2-1F UNIT2-1R UNIT234
Authentix McHenry - Conceptual IDDJanuary 4, 20213BR UNIT AXONS3-2F UNIT3-2R UNIT235
EXHIBIT C Temporary Marketing Signage 236
Schematic Sign PackageAuthentix McHenryMcHenry, IL237
McHENRY238
Proposed Sign LocationsProposed MonumentSignProposed Tower Sign239
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EXHIBIT D
Fee Schedule
Fee Calculation Sum
School Impact Fees
Efficiency + 1BR · $0.00
2BR $718.00 * (112) 2BR Homes $80,416.00
3BR $1,961.00 * (32) 3BR Homes $62,752.00
Total $143,168.00
Park Impact Fees
Efficiency $1,553.00 * (32) Efficiency Homes $49,696.00
1BR $2,110.00 * (112) 1BR Homes $236,320.00
2BR $2,297.00 * (112) 2 BR Homes $257,264.00
3BR $3,664.00 * (32) 3 BR Homes $117,248.00
Private Park Credit TBD $160,528.00
Total $500,000.00
Library $356.00 * (288) homes $102,528.00
Fire $356.00 * (288) homes $102,528.00
Combined Water and Sanitary Capital Development Fees
Efficiency $1,605.55 * (32 Homes) $51,377.60
1BR $1,846.14 * (112) 1BR Homes $206,767.68
2BR $2,715.84 * (112) 2BR Homes $304,174.08
3BR $3,550.39 * (32) 3BR Homes $113,612.48
Total $675,931.84
Note: An additional Water and Sanitary Capital Development Fee shall be paid for the clubhouse/pool
building based on the City’s current fee schedule for Non-Residential Building Uses.
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Exhibit E
AN ORDINANCE PROPOSING THE ESTABLISHMENT OF A BACKUP SPECIAL SERVICE
AREA #12 IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AND TO LEVY
TAXES FOR THE PURPOSE OF PAYING THE COST OF PROVIDING SPECIAL SERVICES
IN AND FOR SUCH AREA IF THE PROPERTY OWNERS FAIL TO PROVIDE SAID
SERVICES.
242
ORDINANCE NO 21-
AN ORDINANCE PROPOSING THE ESTABLISHMENT OF A BACKUP SPECIAL SERVICE AREA #12
IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AND TO LEVY TAXES FOR THE
PURPOSE OF PAYING THE COST OF PROVIDING SPECIAL SERVICES IN AND FOR SUCH AREA IF
THE PROPERTY OWNERS FAIL TO PROVIDE SAID SERVICES.
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City’s home rule powers and functions
as granted in the Constitution of the State of Illinois; and
WHEREAS, the constitutional authority for home rule powers is set forth in Article VII,
Section 6, of the Constitution of the State of Illinois in force July 1, 1971, which provides in
relevant part as follows:
§6. Powers of Home Rule Units.
Except as limited by this Section, a home rule unit may exercise any power and perform
any function pertaining to its government affairs including, but not limited to, the power
to regulate for the protection of the public health, safety, morals and welfare; to license;
to tax; and to incur debt.
WHEREAS, special service areas are established pursuant to the provisions of the “Special
Service Area Tax Law”, 35ILCS 200/27-35, as amended, and pursuant to the Revenue Act of 1939
of the State of Illinois, as amended; and
WHEREAS, it is in the public interest that the establishment of the area hereinafter
described as a backup special service area for the purpose set forth herein be considered (the
“Area”); and
WHEREAS, the Area is compact and contiguous and is totally within the corporate limits
of the City of McHenry, McHenry County, Illinois (the “City”); and
WHEREAS, Continental 601 Fund LLC. (the “Contract Purchaser”) is under contract to
purchase the property known as Lot 1 of the Final Plat of Subdivision of Authentix at McHenry,
which has been annexed to the City, which said property is located on the property legally
described in “EXHIBIT A”, attached hereto and incorporated by reference; and
WHEREAS, Vantage McHenry Holdings, LLC. (the “Owner”) or its successors and assigns
may develop land known as Lot 2 of the Final Plat of Subdivision of Authentix at McHenry legally
described in EXHIBIT A; and
WHEREAS, the Contract Purchaser is proposing to construct a storm water detention
basin (“Stormwater Facilities”) located at the north end of said Lot 1 which shall also service said
Lot 2 for future development, as identified in the Stormwater Management Report (the
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“Stormwater Report”) dated March 25, 2021 by V3 Company attached hereto as “EXHIBIT B”;
and
WHEREAS, the future costs of maintenance of the Stormwater Facilities are special
services which may lawfully be paid from additional taxes upon the Area; and
WHEREAS, the City intends that the Stormwater Facilities be maintained in good working
order, subject to availability of sufficient funds from the Taxes (as hereinafter defined); and
WHEREAS, the City intends that a portion of the Taxes (as hereinafter defined) be set
aside as a reserve fund as a backup method of financing for the purpose of renewing, replacing,
rehabilitating, reconfiguring, and improving the Stormwater Facilities in the event that the
Contract Purchaser and the Owner or their successors and assigns fails to maintain said
Stormwater Facilities; and
WHEREAS, the Area will benefit specifically from the municipal services to be provided
(the “Services”) and the Services are unique and in attrition to municipal services provided to the
City as a whole, and it is, therefore, in the best interests of the City that the establishment of the
Area be considered; and
WHEREAS, it is in the public interest that taxes be levied by the City at a rate or amount
of tax sufficient to provide revenues required for the purpose of paying the cost of provided the
Services (the “Taxes”); and
WHEREAS, an annual tax shall be levied upon all taxable property with the Area from time
to time, as determined by the Mayor and City Council, in an amount to be determined of the
value as equalized or assessed by the McHenry County Assessor’s Office of all taxable property
in the Area, in addition to all other taxes permitted by law.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: That the preambles of this ordinance are hereby incorporated into this text
as if set out herein in full.
SECTION 2: That a Public Hearing shall be held at 7:00 p.m. on , 2021,
at the McHenry Municipal Building, 333 South Green Street, McHenry, Illinois (the “Hearing”) to
consider the establishment of the Area in the territory, and for the purpose of providing the
Services, as full described in the Notice of Public Hearing set forth in Section 4 hereof (the
“Notice”), and to consider the tax levy described in the Notice.
SECTION 3: That notice of the Hearing shall be given by publication and mailing. Notice
by publication shall be given by publication at least once not less than thirty (30) days prior to
the Hearing on___________, 2021 in the Northwest Heard, the same being a newspaper having
244
a general circulation within the City. Notice by mailing shall be given by depositing the Notice in
the United States mail addressed to the person or persons in whose name the general taxes for
the last preceding year were paid on each lot, block, tract, or parcel of land lying within the Area.
The Notice shall be mailed not less than ten (10) days prior to the time set for the Hearing. In the
even taxes for the last preceding year were not paid, the Notice shall be sent to the person last
listed on the tax rolls prior to that year as the owner of said property.
SECTION 4: That the Notice shall be in substantial conformance with the following form:
Notice of Public Hearing
City of McHenry, McHenry County, Illinois
Special Service Area #12
NOTICE IS HEREBY GIVEN that at 7:00 p.m., , 2021, at the McHenry
Municipal Building, 333 South Green Street, McHenry, Illinois, a hearing (the “Hearing”) will be
held by the City Council of the City of McHenry, McHenry County, Illinois (the “City”), to consider
the establishment of Special Service Area #12 of the City consisting of the following described
territory (the “Area”):
PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID
SECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF,
42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT-
OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID
CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0 FEET
(DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER
OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35
MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE
SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN
DOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES
35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID
LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT
NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE
THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE
NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77 FEET (DEED
= NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89 DEGREES 53
MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90 DEGREES
00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS WEST
ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST,
574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT
COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT-
OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID
RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39
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FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING
THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST
QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO.
1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE,
1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35
MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT
2 IN COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING
TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676; THENCE NORTH 0
DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF
THE PROPERTY DESCRIBED IN SAID DOCUMENT NO. 98R00052114, A DISTANCE OF 507.00 FEET TO THE
PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
An accurate map of said territory is on file in the Office of the City Clerk of said City and is
available for public inspection.
The permanent tax index numbers of each parcel located within the proposed special
service area are 09-23-400-004 and 09-23-400-031 and the property consists of Lots 1 and 2 of
the Authentix at McHenry subdivision. The proposed special service area is located east of Route
31 and east, north and south of Blake Boulevard.
The purpose of the establishment of said Special Service Area #12 is to provide a backup
method of financing special services to said Special Service Area, including all costs of operation,
upkeep, maintenance, repair, replacement, alteration, safekeeping and improvement of the
Stormwater Facilities, in the event the property owner(s) or their successors and assigns fail to
maintain said Stormwater Facilities within 30 days of a written request by the City to undertake
and complete such operation, upkeep, maintenance, repair, replacement, alteration,
safekeeping and improvement of the Stormwater Facilities (the special services”), as the case
may be, in the City’s sole discretion without the obligation to do so. Time is of the essence.
The nature of the proposed special services within the proposed special service area is for
new construction and maintenance. Funds received from the proposed special service area by
the City may be used by the City or its designated contractor to pay for the special services
At the hearing, there will be considered a special service area tax levy from time to time,
as determined by the Mayor and City Council, of an annual tax for providing such special services
in Special Service Area #12, in an amount to not to exceed 1% of the assessed value of the Area
– per annum. The maximum rate of taxes to be extended within the proposed special service
area in any year would be 1% of the assessed value of the taxable real property within the Area
and the term of the proposed special service area would be perpetual, with no maximum term
or number of years, if the proposed special service area is established. The proposed amount of
the tax levy for special services for the initial year for which taxes would be levied would be no
more than $10,000.
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All interested persons affected by the establishment of said Special Service Area #12 and
the levy of said tax, including all owners of real estate located with said Special Service Area, will
be given an opportunity to be heard at said hearing regarding the establishment of said backup
Special Service Area and the levy of said tax and an opportunity to file objections to the
establishment of said backup Special Service Area and the levy of said tax and the amount
thereof.
At said public hearing, any interested persons affected by said proposed back up Special
Service Area may file with the City Clerk of said City written objections to and may be heard orally
in respect to any issues embodied in this notice. The Mayor and City Council of said City shall hear
and determine all protests and objections at said hearing, and said hearing may be adjourned to
another date without further notice other than a motion to be entered upon the minutes fixing
the time and place of its adjournment.
If a petition signed by at least 51% of the electors residing within said Special Service Area
#12 and by at least 51% of the owners of record of the land included within the boundaries of
said Special Service Area #12 is filed with the City Clerk of said City within 60 days following the
final adjournment of said public hearing objecting to the creation of said Special Service Area
#12, the levy or imposition of a tax for the provision of special services to said Special Service
Area #12, or to a proposed increase in the tax rate, no such backup Special Service Area #12 may
be created, or tax may be levied or imposed nor rate increased.
By order of the Mayor and City Council of the City of McHenry, McHenry County, Illinois.
Dated this ____ day of _____________, 2021.
/signed/ __________________
Trisha Ramel, City Clerk
City of McHenry
McHenry County, Illinois
SECTION 5: That all ordinances, orders and resolutions and parts thereof in conflict
herewith be and the same are hereby superseded, and this ordinance shall be in full force and
effect forthwith upon its adoption and approval.
Passed this 7th day of June, 2021.
247
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Wayne Jett, Mayor Trisha Ramel, City Clerk
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Page 4
Staff Report for the City of McHenry Planning & Zoning Commission
Staff Comments
The following comments and conclusions are based upon staff analysis and review prior to this hearing and are to be
considered viable unless evidence is established to the contrary. Staff may have additional comments based upon the
testimony presented during the public hearing.
BACKGROUND & REQUEST SUMMARY
The petitioner, Continental 601 Fund, LLC (Contract Purchaser), is requesting approval of the following items:
• A Conditional Use Permit and Zoning Map Amendment for a 288-unit multifamily Integrated Design District
Development;
• Zoning Variations to Off Street Parking and Loading, and Integrated Design District Review Procedures;
• A Variation from the Subdivision Control and Development Ordinance to allow for simultaneous review of
Preliminary and Final Plat of Subdivision; and
• Approval of a Preliminary and Final Plat of Subdivision of Authentix at McHenry.
The site consists of 31.6702 acres, more or less, and is located approximately 430 feet east of the intersection of N.
Richmond Road (IL-31) and Blake Boulevard ("Subject Property"). The petitioner is proposing to construct a 288-unit
planned multifamily apartment development on the northern most 20.5-acre parcel – approximately 14 dwelling units
per acre. The development is composed of 12, 2-story, garden-style apartment buildings, a private 24-hour fitness
center, in-ground pool, dog park, and a recreational path. The buildings are designed to architecturally resemble a
modern townhouse style development with offsetting architectural planes. The development also involves the creation
of a regional detention facility on the north parcel that will service the 31-acre subdivision. As part of the development
agreement that is reviewed at City Council, the petitioner will be required to enact a backup Special Service Area for the
long-term maintenance of the regional detention facility and the landscaping and screening. The petitioner is proposing
479 parking spaces, 19 handicap accessible spaces, and 48 garage spaces (546 spaces total) with an approximate parking
ratio of 1.90 per dwelling unit. The City’s Off Street Parking and Loading Ordinance requires a total of 680 parking stalls
which includes 72 visitor parking stalls and 608 resident parking stalls. The development’s primary site access will be
from Blake Boulevard which is serviced by a signalized IDOT intersection. There are no current development plans for
the southernmost parcel.
Procedurally, the Integrated Design District Review Procedures and Subdivision Control and Development Ordinance
require the petitioner to have a second meeting to approve a Final Plan and Plat of Subdivision. Staff discussed and
recommended the petitioner apply for a variance to allow for simultaneous review of the preliminary and final plan and
plat of subdivision. This procedural change does not impact the review process since the final plan and plat of
subdivision must be in substantial conformance with the preliminary. Any significant deviations would require an
additional public hearing. As part of the IDD submittal requirements, the petitioner also provided a landscaping plan,
traffic impact study, comprehensive stormwater management plan, and natural resources inventory (NRI) report from
the McHenry-Lake County Soil and Water Conservation District. The City’s consultant engineering firm HRGreen
performed a comprehensive review of the submitted plans and documents and found them to be substantially complete
and recommended the city accept the submittal.
CITY OF MCHENRY ORDINANCES
• The petitioner must meet the Approval Criteria for Development Review, listed in §11-11-5 of the City of
McHenry Zoning Ordinance.
• The petitioner must meet the Approval Criteria for Variances, listed in §11-19-5 of the City of McHenry Zoning
Ordinance.
• The petitioner must meet the standards and specifications of Title 12 of the Subdivision Control and
Development Ordinance in the City of McHenry Municipal Code.
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Page 5
Integrated Design District
§11-11-1: PURPOSE:
A. The purpose of the Integrated Design District (IDD) is to encourage innovative design in the development of land
by providing relief from rigid zoning and subdivision standards, which are designed for conventional
developments and may inhibit creative land planning. In order to receive such relief, a development must
incorporate innovative design techniques that protect and enhance the City’s natural and manmade resources,
such as streams and watercourses, wetlands, native vegetation, groundwater recharge areas, mature tree
stands, view sheds, historical character and the like. The IDD requires that a site’s unique environmental
features, which may be removed or otherwise altered in the course of traditional land development, be
integrated into the overall design of a project, and protected through the use of covenants and long term
maintenance agreements. The IDD also encourages multiple land uses where appropriate, as part of a unified
development strategy to reduce impervious surfaces and reduce the dependency on the automobile.
B. Ideally, no two (2) IDD developments will be identical. Through the use of nonconventional design techniques,
such as build to lines, clustering, land conservation strategies, varied building placements, boulevards, one-way
streets and alleys, a specific development receives its own use, lot size, bulk, parking, landscaping and design
standards.
(Ord. 96-647; amd. Ord. 05-866)
STAFF ANALYSIS
ZONING HISTORY
The subject property was originally annexed into the City of McHenry on March 29, 1995 and Zoned C-5 Highway
Commercial District (ORD-095-705 & 706). The Comprehensive Plan Future Land Use Map was adopted in 2008 with the
approval of the Comprehensive Plan. At the time of adoption, the Future Land Use Map recommended BP Business Park
District oriented uses for the subject property. This was changed when the City amended the Future Land Use Map on
November 14, 2018 and recommended (general) residential on the east 25-acre portion and commercial on remaining
western portion. The subject property has remained vacant and is actively farmed.
FUTURE LAND USE MAP RECOMMENDATION
The Future Land Use Map recommends a combination of (general) residential on the east 25-acre portion and
commercial on the remaining western portion. The proposed development includes a recreation center on the western
portion of the property with the multifamily apartments on the east. The proposed development is in substantial
conformance with the Future Land Use Map Recommendation for commercial and residential.
CURRENT LAND USE AND ZONING
The subject property is currently zoned C-5 Highway Commercial District (vacant) with agricultural land use. The primary
concern is how the proposed development will interact with the surrounding land use. The surrounding land use
primarily consists of single family residential to the east with highway commercial land use to the west. Special attention
should be considered when analyzing how the development will interact with adjacent uses. Multifamily apartment uses
are required to have landscaped screening when abutting single family residential areas in order to protect privacy and
mitigate any externalities resulting from higher concentrations of population. These site plan features will be covered in
greater detail in later sections of the staff report.
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Page 6
COMPREHENSIVE PLAN OBJECTIVES AND POLICIES
Overall, staff believes the proposed development is consistent with the City’s Comprehensive Plan objectives and policies.
Staff comments italicized.
• Neighborhood Character, Goal – “Provide neighborhoods that are stable and diverse, provide a wide range of
housing options, linking residents to a variety of land uses which meet the needs of the Community.” (p. 48)
o Diversity & Options - The most recent apartment development constructed (excluding the 27-unit River
Place Development) was the Greens of Irish Prairie in 1994. The average age of the City’s multifamily
apartment stock is approximately 46.4 years. With an ageing apartment stock, new development is needed
to replace the existing ageing base and provide additional competition to incentivize renovation of existing
units. The Strategic Planning Analysis of Rental Apartments dated March 18, 2021 indicates there is a
shortage of rental opportunities with only 4 active rental units available and 18 vacant rental units but are
unavailable due to remodeling.
o Proximity to a Variety of Land Uses – The proposed development is adjacent to the IL-31 commercial
corridor with direct access to a state highway. The proposed development would be in close proximity to
a variety of retail commercial and dining experiences.
• Land Use, Objective – “Allow a mixture of land uses in appropriate areas to promote responsible growth while
providing a high quality of life to the residents.” (p. 27)
o Policy – “Promote the Integrated Design District land use for unique or urban properties in the City.” (p.
27)
The site of the proposed development is characterized by a 20-foot drop in grade both west
towards IL-31 and east towards Hazelwood Drive. This geographical constraint along with the
development operating as a commercial rental property make the IDD most appropriate to insure
for the long term maintenance and health of the project. The petitioners are making use of the
unique geographical features to provide a multi-use recreational path that navigates the entirety
of the project site including a large regional detention facility to the north.
• Unique Character, Objective – Promote land uses that allow the expansion of services for the residents.
o Policy – “Locate intense commercial and office uses where they will not negatively affect residential or
open space uses.” (p. 28)
The proposed development would rezone the property to Integrated Design District from the C-5
Highway Commercial District. The IDD would provide a land use barrier between the existing
single-family residential neighborhood to the east and the more intense commercial corridor to
the west. The development would also prevent more intense commercial uses from locating on the
subject property that would be adjacent to the residential subdivision.
• Growth, Objective – “Encourage and guide responsible development throughout the City.” (p. 29)
o Policy – “Promote development that allows employment and a shopping base which is diverse and affords
the City with a sound economic base.” (p. 29)
The proposed development would increase the available housing opportunities within the City of
McHenry. Increasing density along a commercial corridor will help promote economic growth and
stability.
• Roadways, Objective – “Maintain the character and charm of a small neighborhood when working with new
development and redevelopment.” (p. 41)
o Policy – “Avoid creating through traffic on local streets.” (p. 41)
There are no opportunities for the development to generate through traffic. All access to and from
the site would be from Blake Boulevard.
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SITE PLAN ANALYSIS. Staff analysis has been provided below on several elements of the proposed development.
A. Density. The proposed development consists of 288 dwelling units. This equates to approximately 14.4 dwelling
units per acre. The McHenry Oaks Subdivision to the south and east consists of approximately 2.55 dwelling
units per acre. Below is a summary of several existing apartment developments in the City compared to the
proposed development.
Year Built Units Acres Density Single-Family
Home Density
Adjacent to
Development
Garden Quarter
Apartments
1970s 68 units 4.7 acres 14 units/acre 3.28 units/acre
Hillcrest
Apartments
1982 88 units 4.89 acres 17.9 units/acre 2.33 units/acre;
2.88 units/acre;
Fawn Ridge Trails
Apartments
1988 208 units 10.75 acres 19.3 units/acre
Southgate
Apartments
1977 64 units 3.55 acres 18 units/acre 2.55 units/acre
Proposed 2021 288 units 20 acres 14.4 units/acre 2.55 units/acre
The density of the development compared to the density of existing developments in town is substantially
similar. The proposed development is not out of character for a multifamily development adjacent to single-
family residential in McHenry. However, an argument can be made that the total number of units is larger than
other developments that could potentially impact surrounding land use. This variable is only impactful in terms
of assessing site accessibility and traffic which will be covered in the next section. The Subdivision Control and
Development Ordinance discourages connections that incentivize through-traffic. Because there is no
connection from the proposed development to the subdivision to the east, traffic generated will have minimal
impact on residential properties.
B. Traffic. As part of the development review process, the petitioners are required to provide the city with a traffic
impact analysis (TIA) (attached). The TIA was reviewed by the City’s hired engineering consulting firm HRGreen.
HRGreen confirmed the validity of the analysis and recommended the City accept the proposed TIA. Overall,
staff believes that the proposed development will not generate unique or adverse impacts on the surrounding
properties. Key findings of the TIA are summarized below.
1. COVID-19 Adjustments. It was determined that the recently conducted counts on Richmond Road are
approximately 17 percent lower than historical hourly volumes on the corridor during the weekday am
peak hour and 14 percent during the weekday pm peak hour. In order to maintain a conservative
analysis, a 20 percent COVID-19 adjustment factor was applied to all collected counts to create adjusted
2021 existing volumes.
2. Capacity Analysis - Level of Service (LOS) Signalized Intersection (Richmond Rd/Blake Boulevard).
Models were created for the weekday am and weekday pm peak hours for the existing, background, and
future with project conditions. The TIA indicates that intersection delay in 2027 will increase from 18.6
seconds to 20.9 seconds resulting in a level of service (LOS) grade change from B to C during weekday
AM peak traffic. This was the most significant finding of the TIA; however, no changes in levels of
service occur on any approaches when compared to the background condition. It is concluded that no
capacity mitigation is warranted at the signalized intersection of Richmond Road and Blake Road since
there are no level of service changes between the background and future with project traffic conditions
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scenarios, all major approaches and the overall intersection operate at LOS C or better, and all minor
approaches operate at LOS D or better. (TIA, p. 18) Staff believes the signal has adequate capacity to
service the development.
3. Queue Length Analysis – Level of Service (LOS) Richmond Road/Blake Boulevard. Queue length is the
length cars will stack at a signalized intersection. The purpose of this analysis is to determine where any
potential conflicts may arise such as direct turns into adjacent properties blocked as a result of traffic
generated by a project. The TIA indicates that the queue length exceeds the roadway segment by 5 feet
for the eastbound right turn lane on Blake Boulevard (traffic coming from Meijer turning right onto IL-
31). Traffic westbound on Blake Boulevard (traffic coming from the development) did not exceed the
queue length as a result of the project. The closest the development came to capacity was for
westbound on Blake Boulevard in the right turn lane – 100’ existing storage length, 96’ projected. Staff
believes there is adequate capacity to service the development. See Table 6 on next page.
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C. Parking. The parking area consists of 479 parking spaces, 19 handicap accessible spaces, and 48 garage spaces
(546 spaces total) with an approximate parking ratio of 1.90 per dwelling unit. The McHenry Zoning Ordinance
requires 608 parking spaces based on the number of units and bedrooms plus an additional 72 visitor parking
spaces for a total of 680 parking spaces. Staff believes the proposed development has adequate parking to
accommodate the proposed number of units. The City’s off street parking requirements are in need of updating
to bring them into alignment with neighboring communities. Below is a comparison of parking requirements
between municipalities. McHenry requires an additional 189 more spaces than Woodstock and 119 more spaces
than Crystal Lake.
City of McHenry Woodstock Crystal Lake
Bedrooms
# of
units Req'd parking Total Req'd parking Total Req'd Parking Total
eff 32 1.5 48 1.1 35.2 1 32
1 112 2 224 1.1 123.2 1.5 168
2 112 2.33 260.96 1.75 196 2 224
3 32 2.33 74.56 2 64 2 64
Resident Parking 607.52 418.4 488
Visitor Parking 288 0.25 72 0.25 72 0.25 72
Total 679.52 490.4 560
Difference Between McHenry's Parking Ordinance Compared to Neighbor Municipalities 189.1 119.52
D. Stormwater Drainage. The developer is proposing a regional detention facility that would service the proposed
apartment site and the vacant site to the south. The existing stormwater runoff currently sheet drains towards
the subdivision to the south and east which has caused flooding in the adjacent residential subdivision. The
proposed development would redirect the water to the detention facilities to the north. Staff believes the
detention facility should help alleviate stormwater runoff issues occurring on adjacent properties. Staff will be
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recommending a condition be added that the property owners shall be required to establish a backup Special
Service Area (SSA) in the event the stormwater facilities are no longer maintained.
E. Landscaping and Screening. The petitioners are proposing a landscaping and screening barrier along the east
property line composed of evergreens, shade trees, and a variety of understory plantings. The petitioner has
also agreed to the installation of a 6-foot privacy fence to be installed along the east property line. Staff will
include the privacy fence as a condition of approval. Parking areas that face adjacent residential properties will
also have evergreen plantings to screen vehicle lights from view. Combined with the privacy fence, staff does
not believe lighting generated from site traffic will impact the adjacent residential subdivision. Staff will also be
recommending that these items be included in the backup Special Service Area in the event landscaping or
privacy fencing is damaged or destroyed.
Landscaping Composition Proposed Required
Deciduous Trees 197
38 Evergreen Trees 134
Ornamental Trees 34
Evergreen shrubs 41 264
deciduous shrubs 428
F. Setback Distances. At the closest point, the northeast most building is located approximately 92.5 feet away
from the east property line. The recreational trail is setback approximately 39.45 feet from the east property
line. When measured from the apartment building wall to the neighboring single family home wall, the setback
is approximately 111.27 feet. The middle apartment buildings are located approximately 193-197 feet away
from the neighboring walls of the principal residences to the east. The garages are also setback approximately
106-111 feet away from neighboring residential structures to the east and 61 feet from the east property line.
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When comparing the proposed development setbacks to other apartment developments in the City of McHenry,
staff finds the proposed setback distances are similar if not greater than other areas of the City. Staff believes
there is adequate distance for the adjacent residential properties to maintain their privacy.
Setback Distances From
Single Family Buildings
Garden Quarter
Apartments
95 feet
Hillcrest Apartments 48-148 feet
Fawn Ridge Trails
Apartments
42-111 feet
Southgate Apartments 28-120 feet
Proposed Development 111-197 feet
G. Architectural Features. The City of McHenry IDD Ordinance recommends anti-monotony design to be
implemented as part of the development process. With offsetting architectural planes, and varied façade
elements, staff believes the proposed development is in conformance with the intent of the IDD Ordinance.
H. Lighting. All lighting will be installed in accordance with the regulations in the municipal code and zoning
ordinance. Fixtures shall be required to be shielded from view as to not generate glare nor exceed the 0.5 foot
candle lighting requirement adjacent to residential properties.
I. Utilities. The development will be required to connect into the 8’’ sewer main that runs to the west of the
development on Blake Boulevard. Staff required the connection to be reviewed by HRGreen who have a working
model of our sanitary sewer system. The review found there there is adequate capacity to accommodate the
proposed development. The petitioners are requesting a fee waiver based upon their actual usage and impact as
opposed to the standard rate. This will be built into the development agreement that is voted on by City Council.
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RESIDENT FEEDBACK & CONCERNS
The developer initially met with the residents of the adjacent subdivision in an online town hall format and were given
the opportunity to provide feedback. Several concerns were raised including but not limited to: property values,
affordable housing and crime, and flooding. All comments submitted to the City have been attached. Staff was able to
enlist the help of McHenry County College librarians who provided several studies and literature reviews. Based upon
the research provided, staff believes the proposed development will not negatively impact adjacent property values nor
increase crime. More detailed summaries have been attached. See below for staff summary comments.
1. Crime. A common concern expressed is subsidized/unsubsidized multifamily apartments will
generate crime. Staff has reiterated that this is not a subsidized residential development. However,
many studies and literature reviews found very little to no impact on crime as a result of multifamily
housing: Albright, Derickson, and Massey (2013), Center for Housing Policy (2017), and Sturtevant
and McClain (2010). Craw (2017) found a 0.74 percent increase in crime as a result of apartment
developments greater than 5 buildings that was statistically significant. Sturtevant and McClain
(2010) found crime levels lower in mixed use/mixed income housing.
2. Property Values. General consensus exists amongst researchers that multifamily developments
have a positive or no impact on property values: Center for Housing Policy (2017), Albright,
Derickson, and Massey (2013), Craw (2017), Eskic (2021), and Sturtevant and McClain (2010).
3. Flooding. See stormwater drainage section on page 9 of the staff report.
STRATEGIC PLANNING ANALYSIS – APARTMENT RENTAL STUDY
In the fall of 2020, the City commissioned a rental study to analyze the existing rental stock and demand for rental
housing opportunities in the City. The study was finalized in April 2021. Below are key findings from the study:
• McHenry Market Area could support construction of 320 new rental units annually (or a total of 1,600 units
through 2025) without creating market weakness.
• Demand potentials could double during any given year if supply were made available and competitive rents are
maintained.
• Only 22 of the 733 apartment units (excludes River Place, Path of Prairie Lakes, Villas of Patriot Estates) were
unoccupied at the close of 2020, reflecting a tight vacancy factor of 3.0 percent.
o 18 of the 22 vacancies are located in the 208-unit Fawn Ridge Trail Development.
The study’s findings indicate a high demand for rental housing in the City of McHenry. Due to the lack of available
supply, market demand may double as more units become available and rents remain stable.
STAFF RECOMMENDATION & MOTION
In summary, there exists a strong demand for rental housing opportunities in the City as indicated in the 2021
Apartment Rental Study. Compared to other communities in the market area, rental rates remain competitive even with
an ageing apartment supply. This may indicate pent up demand due to the available supply. The petitioner is proposing
to construct a 288-unit garden apartment complex east of the intersection of Blake Boulevard and N. Richmond Road.
The site is located adjacent to a commercial corridor with a variety of shopping and dining destinations. The proposed
development appears to be in substantial conformance with the Future Land Use Map’s recommendation for residential
and commercial. Although because the development is a planned development and variations are not required for bulk
and setback requirements, staff does not believe the requested deviations from the City’s parking regulations will
generate any adverse impacts. The traffic impact analysis indicated little to no change in the level of service at the
intersection of Blake Boulevard and N. Richmond Road. Staff believes the creation of the regional stormwater
management facilities will help alleviate flooding occurring on adjacent properties. The development appears to meet
the approval standards for Conditional Uses, Zoning Map Amendment, and Zoning Variations. Staff does not object to
the petitioner’s request and recommends approval subject to appropriate conditions.
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If the Planning & Zoning Commission agrees with staff’s assessment then three (3) separate motions are
recommended:
1st MOTION: I motion to approve the petitioners’ request for variation from the Subdivision and Control Ordinance and
IDD Integrated Design District Review Procedures to allow for simultaneous review of the Preliminary and Final Plat of
Subdivision and Plan. AND By making said motion I agree with staff’s assessment that the approval criteria for zoning
variances have been met as outlined in the staff report.
VARIANCE APPROVAL CRITERIA (§11-19-5). Comments of staff italicized below.
A. Special Circumstances Not Found Elsewhere.
Staff believes this is an unusual circumstance due to the IDD review standards requiring two separate hearings
when only one hearing is needed. Additionally, the proposed two-lot subdivision would have qualified for
simultaneous review under the existing Subdivision Control and Development Ordinance; however, it required
new access easements for the property to the south.
B. Circumstances Relate to the Property Only.
Staff believes this is a special circumstance as a result of the development review requirements since two
separate hearings are not needed. The proposed development consists of multiple multifamily buildings under
common ownership. Because this is an IDD Development, all development would need to be in substantial
conformance with the approved plans. The final plat and plat must be in substantial conformance with the
preliminary plan and plat. The petitioners would be unable to proceed with the development if there was a
change in the plans without a recommendation from Planning & Zoning Commission and approval by City
Council.
C. Not Resulting From Applicant Action.
The applicant did not create the original IDD Ordinance and Subdivision Development and Control Ordinance.
Staff is working on updating its existing ordinances to match best practices in development review standards to
allow additional flexibility without compromising the quality of the review process.
D. Unnecessary Hardship.
Staff believes if the city enforces the ordinance that it would cause undue hardship on the applicant since it
would delay the project more than what would be necessary.
E. Preserves Rights Conferred By District.
Staff believes this does not confer a special privilege for the subject property since any applicant would be
granted relief if in a similar situation.
F. Necessary For Use Of Property.
Staff believes that without approval, the petitioner would be denied reasonable use and enjoyment of the
property by requiring a second hearing when only one is needed. Any substantial change in the plan would
require an additional public hearing.
G. Not Alter Local Character.
Staff believes approval of the petitioner’s request would not substantially alter essential character of the locality
nor have any other adverse impacts. Any changes that may result as engineering is completed would require
review and a recommendation by the Planning & Zoning Commission and vote by City Council.
H. Consistent With Title And Plan.
Staff believes the intent of the City’s Comprehensive Plan and Ordinances has been met, and the request is only
procedural in nature and does not impact the quality of the review process.
I. Minimum Variance Recommended.
Staff believes the proposed variance requests are the minimum required.
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2nd MOTION: I motion to approve the petitioner’s request for a Conditional Use Permit and Zoning Map Amendment to
allow a planned multifamily Integrated Design District residential development, in accordance with the submitted
building elevations, site plan, and landscaping plan subject to the following conditions:
1. The property owner(s) shall install a 6-foot privacy fence along the eastern property line.
2. The property owner(s) shall enact a backup Special Service Area encompassing the entire subdivision for the long term
maintenance and care of stormwater facilities.
3. The property owner(s) shall replace all damaged or destroyed screening facilities such as privacy fencing and
landscaping within 30 days of notification by the City of McHenry or other reasonable timeframe as determined by the
Zoning Administrator.
4. All development on the subject property shall be in substantial conformance with the submitted site plan, landscaping
plan, and building elevations.
5. The property owner shall be required to install a secondary emergency access on the south side of the development
connecting to the recreation center and parking area to the east. This emergency access shall be approved by McHenry
Police Chief.
6. All other federal, state, and local laws shall be met.
AND by making said motion, I agree with the staff’s assessment as outlined in the staff report that the approval criteria
for Development Review, Conditional Use Permits, and Zoning Map Amendments has been met.
APPROVAL CRITERIA FOR DEVELOPMENT REVIEW (§11-11-5). Staff comments italicized below.
A. In what respects is the proposed plan consistent with the City’s Comprehensive Plan and the stated
purpose and intent of the IDD regulations?
Staff believes the proposed plan is consistent with the Comprehensive Plan and the Intent of the IDD
regulations. The Comprehensive Plan Future Land Use Map recommends residential on the east portion
of the property and commercial on the west. The proposed residential use on the east portion of the
property with private recreation facility on the west portion is in substantial conformance with the
Future Land Use Map recommendation. Staff believes the intent of the IDD ordinance has been met
with respect to unique architectural design features such as offsetting architectural planes, unique site
topography, building clustering, and the incorporation of a recreational path surrounding the
stormwater detention facility.
B. To what extent does the proposed plan depart from the requirements of the City’s Zoning and
Subdivision Control and Development Ordinances that are otherwise applicable to the property,
including, but not limited to: density, bulk regulations and uses and the reasons why such departures
are deemed to be in the public interest and/or as a result of the physical topography of the property
and other circumstances unique to the property and not solely in the interest of the developer?
Staff believes the proposed plan is under unique circumstances given the 20-foot topographical changes
and the challenges associated with stormwater drainage. The creation of the detention facilities should
help mitigate the existing stormwater drainage and flooding occurring on the properties to the east of
the site which staff believes is in the Public Interest. The development does not differ in terms of the
amount of dwelling units per acre compared to other apartment developments in the city. The zoning
ordinance requires more parking than what is required to service the development based on staff’s
analysis of adjacent communities. Additional parking would create more impervious surface which is
not the intent of the Integrated Design District which desires to create less impervious surface.
C. To what extent and what accommodations are made for the unique topographical and/or
environmental features of the property, how are they incorporated into the overall development
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and design of the property and management plan for the property, while preserving and maintaining
the integrity and character of those features and using them for the overall benefit of the public?
The existing land use is agriculture with unique 20-foot changes in topography. The development will
add a significant amount of landscaping to beautify the property. A recreational path is proposed that
will navigate throughout the site and around the proposed stormwater facilities. Staff believes the
health of the residents of the development will benefit with the proposed onsite recreational facilities
and path. The public will benefit since the onsite recreational facilities may decrease the use of public
parks and recreation facilities. The residents to the east may also benefit from the new stormwater
facilities that will help mitigate existing stormwater drainage issues.
D. To what extent does the proposed plan provide adequate control for vehicular traffic and pedestrian
circulation, accommodation for and protection of designated open space and further the amenities
of light, air, recreation and visual enjoyment?
Based off the Traffic Impact Analysis, the proposed development will have minimal impact on
transportation infrastructure. Pedestrian circulation is adequately addressed with an interconnected
walking path for the residents of the development. A variety of landscaping is also provided throughout
the site that increases the visual enjoyment of the property for potential residents and adjacent
property owners. The petitioners will be required to enact a backup special service area to fund any
maintenance or replacement of landscaping, screening, and stormwater facilities should they fall into
disrepair.
E. Does the plan provide appropriate street connectivity and functional connection among buildings
within the development, such as pedestrian connections, that promote the public interest and
enhance the quality of life of persons within the development?
The Subdivision Control and Development Ordinance discourages roadway connections that encourage
through-traffic movement. The development is connecting to Blake Boulevard which serves as a
commercial collector and is appropriate for the development. Pedestrians residing in the development
will have access to an interconnected multiuse path, dog park, and recreation center. Staff believes
these amenities will provide an enhanced quality of life for future occupants.
F. Is there a continuity of scale amongst the buildings to promote visual enjoyment, while maintaining
maximum sunlight exposure?
The site plan lays out the development in a series of clusters composed of 4 buildings with the
remainder bordering the around the clustered areas. Within each cluster, buildings are setback
approximately 30 feet between each structure. Clustering the site layout is a recommended
nonconventional design technique for the Integrated Design District. Staff believes there is an
appropriate amount of spacing to provide adequate sunlight exposure.
G. The relationship and compatibility of the proposed plan to the adjacent properties.
There are no roadway connections proposed to the adjacent single-family homes to the east. The
development incorporates canopy-canopy landscape screening and a 6-foot privacy fence is
recommended as a condition of approval. Factoring in the 111-197 foot setback of the principal
structures to the existing single family homes to the east, staff believes proposed development is highly
compatible and protects the privacy of the adjacent single family homes. The site will be serviced by
Blake Boulevard which is a commercial collector containing access to a variety of shopping and dining
experiences. Staff believes the proposed multifamily development will complement the commercial
properties and have a positive impact on economic growth and development in the commercial
corridor.
H. The desirability of the proposed plan with regard to physical development, tax base and economic
well being of the City.
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The proposed planned multifamily development is the first new apartment complex development in
McHenry since 1994. New apartment developments are needed to provide additional housing
opportunities and to provide competition to incentivize rehabilitation of existing apartment complexes
in the City. The 2021 Apartment Rental Study commissioned by the city indicates there were only 4
rental units available at the time of the study. Additional apartment units are needed to provide more
housing options for current and future residents. The development will also decrease the property tax
burden for property owners and provide additional customers for local businesses. Overall, staff
believes the proposed development is highly desirable.
I. The desirability of the proposed plan with regard to the burden placed on City services and facilities
in relation to the public benefits that will be realized after the development of the property,
including, but not limited to: sewer, water, fire, police, schools, roads and making adequate
provision for those public services.
Staff had the development reviewed by HRGreen who analyzed the potential impact on our existing
sanitary sewer system. Their analysis indicated that there is adequate capacity to accommodate the
proposed development through a connection on Blake Boulevard. Staff believes there is adequate
infrastructure and public service capacity to service the development. No objections have been raised
by police, fire, schools, or road districts.
J. Is the plan in conformance with existing Federal, State and other local regulations?
Staff believes the proposed development is in conformance with all existing Federal, State and local
regulations.
Conditional Use Approval Criteria §11-15-5
A. Traffic.
Staff does not believe approval of the petitioner’s request would generate any adverse traffic impacts.
The submitted traffic impact study indicated very minimal impact on the signalized intersection and the
level of service would remain relatively stable.
B. Environmental Nuisance.
Staff does not believe approval of the petitioner’s request would generate any environmental
nuisances. All lighting must be installed as to not generate glare and must be shielded from view. A 6-
foot privacy fence, canopy-canopy landscape screening, and a 111-197 foot setbacks between the
principal apartment structures and single family residential homes to the east provides adequate
screening and distance to protect the privacy of adjoining property owners.
C. Neighborhood Character.
The existing zoning allows for more intense auto-oriented commercial uses. The development is
compliant with the Comprehensive Plan recommendation for residential on the east portion of the
property. The proposed planned multifamily development is appropriate to serve as a barrier between
more intense commercial uses and single-family residential homes.
D. Public Services and Facilities.
The developer shall be required to connect to city water and sewer located west of the project site. The
HRGreen analysis determined there is adequate capacity to service the development.
E. Public Safety and Health.
Staff does not believe the proposed use will generate any adverse impacts on public safety and health.
There are no traffic connections proposed to the residential subdivision to the east. And the
stormwater detention facility proposed should have a positive impact on stormwater drainage issues
occurring in the subdivision to the east.
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F. Other Factors.
Staff believes the proposed use is in harmony with the surrounding area and is more appropriate use to
serve as a buffer between the existing single family residential homes and the more auto oriented
commercial areas to the west. According to the 2021 Rental Apartment Analysis, it appears there is
strong demand for additional rental opportunities in the City of McHenry. This development will provide
more housing opportunities and promote economic stability and growth in the adjacent commercial
corridor.
Zoning Map Amendment Approval Criteria §11-5-5
A. Compatible With Use Or Zoning of Environs.
The proposed map amendment to the IDD Integrated Design District allows for a planned multifamily
apartment development. No other uses other than those presented would be permitted to operate on
site. Multifamily land use is a common buffer use located between highway commercial land use and
single-family homes. Multifamily land use adjacent to commercial provides a more stable consumer
base with direct access to those businesses. Staff believes the proposed IDD classification is compatible
with the surrounding land use and zoning.
B. Supported by Trend of Development
West of the subject property is a C-5 Highway Commercial Corridor with a single-family home
subdivision to the east. It’s commonly accepted planning practice to provide a buffer use such as
multifamily housing in between single-family homes and commercial corridors. Placing higher density
developments adjacent to a commercial corridor supports economic growth and development.
C. Consistent with Comprehensive Plan Objectives.
The City of McHenry Comprehensive Plan encourages multifamily developments to locate near the
center of town and not on the outskirts. The proposed development is adjacent to a highly traveled
commercial corridor that has adequate transportation infrastructure in place to service the
development. An economic development policy is to plan neighborhood convenience centers of 3 acres
or more adjacent to new residential growth with direct access to arterial or major collector streets. The
development is adjacent to a principal arterial roadway (IL-31) and adjacent to a variety of shopping
and dining experiences. Staff believes it is in substantial conformance with the Comprehensive Plan.
D. Furthers Public Interest
The City of McHenry Commissioned an apartment rental study to determine if there was a demand for
rental housing in McHenry. The study determined there is a very large demand with less than 1% of
available rental supply able to be rented. Staff believes the proposed development would provide
additional housing opportunities for existing and future residents.
3rd MOTION: I motion to approve a Preliminary and Final Plat of Subdivision of Authentix at McHenry subject to the
following conditions:
1. An access easement shall be granted to the City of McHenry, their successors and assigns, that allows the City to
install, maintain, renew, and remove facilities used in connection with stormwater drainage, if such maintenance
obligations are not met by the property owner(s).
2. The City shall provide the property owner(s) at least thirty (30) days’ notice, or another mutually agreed upon
timeframe, to address any maintenance obligations that have been unfulfilled.
3. All easement language shall be approved by the Public Works Director.
4. Any future development on Lot 2 that requires a residential landscape screening strip shall be substantially similar to
the landscaping and screening on Lot 1.
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Attachments:
• Literature Review Summary of Key Findings
• Public Comments
• Receipt of publication of legal notice
• Petitioner’s Application and attachments
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Academic Articles on Multifamily/Subsidized Housing Impacts
Key Findings
Albright, Derickson, and Massey (2013) - Do Affordable Housing Projects Harm Suburban
Communities? Crime, Property Values, and Taxes in Mount Laurel, NJ.
• Key Findings: Opening of affordable housing development was not associated with trends in
crime, property values, or taxes, and discuss management practices and design features that
may have mitigated potential negative externalities.
The Center for Housing Policy (2017) - Don’t Put it Here! Does Affordable Housing Cause Nearby
Property Values to Decline? (Policy report that lists several literature reviews for affordable housing)
• Jeff Leary’s 1999 literature review. “Examined 31 separate studies. Seven studies documented
positive effects of affordable housing on property values while 19 found no effects. Negative
effects were found in one study while three studies were inconclusive.” (p. 2)
• North Carolina Coalition 2002 literature review. “Examined 36 studies, most dating from the
mid-1990s to the early 2000s. The Vast majority found no impact on surrounding property
values. Several found positive effects and only one found possible negative effects.”(p. 2)
• George Galster, Wayne State University Professor, 2002 literature review. “Emerging consensus
among researchers that subsidized housing of various types does not have negative effects –
and sometimes has positive effects – on property values, particularly in higher value
neighborhoods. However, Galster also notes that affordable housing can have a negative effect
on property values when highly concentrated, particularly when located in vulnerable
neighborhoods that have high poverty rates and low home values”. (p.2)
• Mai Thi Nguyen of San Francisco State University, 2005 literature review. “According to her 2005
analysis, 11 studies found that affordable housing had either a neutral or positive effect on
property values, five found mixed effects, and one documented negative effects.” (p 2)
• Policy report later concludes that design, management, revitalization, strong neighborhoods,
and concentration are important factors for practitioners to consider when working with
affordable housing developments.
Craw (2017) – Effects of multi-family housing on property values, crime, and code violations in Little
Rock, 2000-2016.
• Effects of multi-family housing are more nuanced and complex than proponents and opponents
of multi-family housing, and even academic researchers, typically suppose.
• Subsidized multi-family housing development does not appear to reduce property values for
nearby single-family homes or that it facilitates violent or property crime.
• Sales prices for single-family homes within 1000 feet of a subsidized multi-family development
tend to be higher following construction of the development than before the development
occurred.
• Most non-subsidized forms of multi-family housing do not negatively affect nearby single-family
home values, and that the effects of multi-family housing on crime differ significantly from one
type of housing to the next.
• Over the long-run, condominium development, market rate apartment complexes, and senior
and assisted living housing appear to either have no effect or a positive effect on the sales prices
of nearby single-family homes.
267
• Results show no evidence that market rate apartment complexes of fewer than 5 buildings,
subsidized housing, or dormitory housing make nearby properties more vulnerable to violent or
property crime.
• Sales prices for single-family homes are significantly lower following the completion of a
dormitory or similar sort of multi-family housing compared to what they were before the project
began.
• Crime risk increased by an average of 0.28 percentage points within 1000 feet of a new
condominium development, and by 0.74 percentage points within 1000 feet of a large market
rate apartment complex.
• Statistical results indicate that large market-rate apartment complexes do not have a statistically
significant positive or negative impact on single-family home property values within a 1,000 feet
of the development. (statistically significant indicates whether or not a relationship exists
between two variables that is not due to random chance)
Eskic (2021) - The Impact of High-Density Apartments on surrounding Single-Family Home Values in
Suburban Salt Lake County.
• Between 2010 and 2019, homes located within ½ mile of a newly constructed apartment
building experienced a 10.0% average annual increase in median value, while the value of those
farther away increased by 8.6%.
• The only occurrence where negative price trends followed apartment construction was for
homes near apartments built in 2010 and 2011. This resulted from the negative economic
impacts brought on by the housing crash of the prior decade.
• Between 2010 and 2019, homes that are located less than or equal to 0.5 miles of new
apartments averaged an 8.8% higher median value per square foot compared with those farther
away. However, the total median market value of single-family homes averaged 4.7% greater for
those that are located more than 0.5 miles away from new apartments.
• In suburban Salt Lake County overall, homes located within 1/2 mile of new apartments are
approximately 270 sq. ft., or 11.1%, smaller than those farther away. Homes that are located
≤1/2 mile of new apartments are seven years older on average than those located farther away
and lot sizes average 0.02 acre smaller for homes located ≤1/2 mile of new apartments.
Sturtevant and McClain (2010) - Examining the Impact of Mixed Use/Mixed Income Housing
Development in the Richmond Region.
• Workforce Housing
o Local jurisdictions should encourage more mixed income/mixed use housing
developments. Having a sufficient supply of housing for the workforce is essential to the
region’s future economic vitality.
• Economic Impact
o Mixed/income and mixed use housing developments have positive impacts on the
surrounding neighborhoods, with relatively strong home price appreciation and lower
crime levels.
• Property Values
268
o Home prices and assessments of nearby single-family homes were not adversely
impacted by the presence of mixed income/mixed use developments. In fact, the
developments had a positive impact on those single-family neighborhoods.
Chesterfield County – Home price appreciation generally was stronger in the
impact areas than in the rest of the county. The assessed value of single-family
homes increased by more than the county increase in two of the study sites.
Because new construction was excluded from the impact area assessment data
in Chesterfield County, it is possible that the assessment change is understated
for the single-family neighborhoods in the impact areas.
In Hanover County, single-family home prices in the neighborhoods near the
study sites were up by about as much as they were countywide, while
assessment were slightly lower.
In the single-family neighborhoods near the sites in Henrico County, home price
appreciation was slightly lower or about the same than the rest of the county,
but the assessed value of single-family homes increased at faster rates than the
rest of the county.
Finally, in the City of Richmond, price appreciation was stronger around one of
the two study sites, while assessed values grew at slightly lower rates than the
rest of the city.
• Crime levels
o Crime levels in neighborhoods near mixed income/mixed use housing developments
tended to be lower compared to the rest of the county/city.
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MEMO
Page 1
To: Ross Polerecky – City of McHenry
From: Chad Pieper – HR Green
Cc: Greg Gruen – City of McHenry
Subject: Blake Farms Residential Development Sewer Model
Project No. 201335
Date: January 22, 2021
The City of McHenry has requested HR Green to analyze the impact of the possible Blake
Farms Residential Development on the existing sewer system . The flows will be based on the
supplied parameters of 288 units. The following table shows the estimated flows.
Dwelling Type Number of
Dwellings
PE per Dwelling PE
Studio 32 1.0 32
1-Bedroom 112 1.5 168
2-Bedroom 112 3.0 336
3-Bedroom 32 3.0 96
Clubhouse 1 7.0 7
Total 639
Based on the table above, the development will generate 63,900 gallons per day (average). A
3.86 peak factor will produce a design peak flow of 246,654 gallons per day.
Four scenarios were run to show the effect of the addition of the above flows from th e
proposed development. The scenarios include existing system at 100-year storm, 100-year
storm with added peak flow at manhole on Route 31, existing system dry weather, and dry
weather with added peak flow at manhole on Route 31. A map of the sanitary system that was
modeled is included below.
The results from this study show that the downstream sanitary sewer system does have
capacity to accommodate the proposed development.
Scenario 1: Existing System at 100-Year Storm Event
The scenario was computed, and the pipe run from the proposed discharge location of the
development along Route 31 to the North Riverside Pump Station was analyzed. The model
calculates a 48-hour time span. A 24-hour diurnal pattern is assigned to show demand peaks
within the system. Exhibit 1 is an information table that shows the physical characteristics of
270
Page 2
each pipe along with the flow data, pipe capacity, and percentage of pipe capacity used. The
stretch of pipe after Court St. shows high percentage of capacity bein g used including one
pipe above 100%. There are two reasons that attribute to this. The slope of these pipes is
very small almost zero on some based on the survey that was complete before this model was
originally completed. The second reason is a modeling issue. All of the catchment storm flow
is added up and placed as a point load on one manhole, which is right before this stretch of
pipe. This is how the model functioned when the model was completed in 2008. In reality the
catchment would be over a larger area and would enter the system gradually and not all at one
point. Overall, the system handles 100-year storm flow.
Scenario 2: 100-Year Storm Event with Proposed Development
This scenario included adding the peak flow from the development of 246,654 gpd (171.3 gpm)
to the manhole on Route 31 at the end of Blake Rd. The scenario completed the same model
calculations. Exhibit 2 is an information table that shows the physical characteristics of each
pipe along with the flow data, pipe capacity, and percentage of pipe capacity used. With the
proposed development included, the percent capacity used increased between 5 -10% in most
of the system. The same issue appears with the stretch of pipe after Court St. The added
demand from the development can be handled by the existing sewer system.
Scenario 3: Existing System Dry Weather
Scenario 1 and 2 showed the worst-case scenario with the 100-year storm and the added
development. These scenarios show that the current system could handle the proposed
development. Scenario 3 and 4 will show the effect of the development on an average dry
weather day. The same model calculations were computed. Exhibit 3 shows the physical
characteristics of each pipe along with the flow data, pipe capacity, and per centage of pipe
capacity used. Each pipe is well below the pipe capacity.
Scenario 4: Dry Weather with Proposed Development
The 171.3 gpm was added at Blake Rd and Route 31 intersection to show the effect of the
development. Exhibit 4 shows the physical characteristics of each pipe along with the flow
data, pipe capacity, and percentage of pipe capacity used. The added demand increased the
percent capacity used; however, most of the pipes remained below 35% capacity.
Scenario 5: Connect Development to 8” Main Across Blake Drive
The existing model did not include the 8” sewer main that runs through the shopping center
across Blake Drive from the proposed development. Assuming a minimum slope of 0.40 per
100 ft of pipe for an 8” pipe, the maximum flow through the 8” pipe would be about 343 gpm
based on the Manning’s pipe flow calculation with a roughness coefficient of 0.013 (that was
used in the existing model). The proposed development’s peak demand is 171.3 gpm. That
calculates to 49.9% of the total capacity. The existing sewer main only serves the shopping
center across from Blake Drive. These commercial buildings will have very min imal demand
added to the system. Therefore, connecting the development to the 8” pipe across Blake Drive
is a viable option.
271
Page 3
Demand
Location
Scenario 5
Connection
Development
Location
272
Invert (Start) (ft)Invert (Stop) (ft)Length (Scaled) (ft)Slope (Calculated) (ft/ft)Diameter (in)Manning's nFlow (Middle) (gpm)Velocity (ft/s)Depth (Middle) (in)Capacity (Full Flow) (gpm)Flow / Capacity (Design) (%)Flow (Maximum) (gpm)Flow Max/Capacity (%)769.94768.51200.60.007120.0135.610.660.241,349.910.453.744.0768.51767.31168.20.007150.0134.330.620.162,449.070.254.462.2767.13767.06166.60150.0135.010.60.09594.340.852.148.8767.03764.74269.30.009150.0135.690.660.242,673.310.252.091.9764.64761.19399.40.009150.0136.380.610.12,694.500.252.521.9761.09753.3423.50.018150.0137.060.620.13,931.910.253.311.4753752.9175.60.001150.0139.110.650.111,000.020.956.615.7752.86752.55570.005150.0139.790.660.122,137.620.557.712.7752.45752.01398.90.001180.01317.990.760.141,565.731.169.64.4751.99751.73283.10.001180.01318.670.770.141,428.841.368.874.8748.13747.022040.005180.01350.11.140.193,477.661.4239.526.9746.87745.32310.10.005180.01350.781.150.193,332.831.5240.647.2738.64738.4199.10.001180.01356.251.210.21,636.923.4252.0415.4738.35738.14209.90.001180.01356.931.220.21,491.063.8251.7716.9738.14738134.50.001180.01368.541.2601,520.924.5273.8518.0737.9737.99108.7-0.001180.01369.221.831.351,356.815.1843.262.1737.89737.09227.40.004180.01369.221.2702,796.172.5843.0930.2736.99736.95164.80180.01369.341.290.04734.399.4842.9114.8736.85736.66141.40.001180.01369.461.761.181,728.304843.0148.8736.56736.4774.30.001180.01369.581.420.361,640.294.2843.1651.4736.37735.82303.10.002180.01369.71.2802,008.293.5843.1242.0735.77735.37400.70.001210.01370.291.2802,246.883.1896.5439.9735.32735.02377.70.001210.01370.411.2802,004.083.5885.7544.2734.92734.573970.001210.01370.531.2902,111.573.3878.3841.6734.47734.213870.001210.01370.641.2901,843.363.8872.8947.4734.21733.87242.20.001210.01377.011.3602,664.442.9880.9333.1733.87732.73235.60.005210.01377.131.3604,946.951.6879.9817.8732.73732.15119.90.005210.01377.251.3604,946.171.6880.0317.8732.22732.1386.40.001240.01384.021.4403,277.322.61,193.6536.4732.05732.3246.8-0.006240.01383.901.132.427,707.831.1888.2011.5EXHIBIT 1273
Invert (Start) (ft)Invert (Stop) (ft)Length (Scaled) (ft)Slope (Calculated) (ft/ft)Diameter (in)Manning's nFlow (Middle) (gpm)Velocity (ft/s)Depth (Middle) (in)Capacity (Full Flow) (gpm)Flow / Capacity (Design) (%)Flow (Maximum) (gpm)Flow Max/Capacity (%)769.94768.51200.60.007120.01367.321.392.341,349.915225.2416.7768.51767.31168.20.007150.01367.321.611.942,449.072.7225.959.2767.13767.06166.60150.0135.010.60.09594.340.8226.0638.0767.03764.74269.30.009150.0135.690.660.242,673.310.2226.428.5764.64761.19399.40.009150.0136.380.610.12,694.500.2226.938.4761.09753.3423.50.018150.0137.060.620.13,931.910.2227.845.8753752.9175.60.001150.0139.110.650.111,000.020.9231.5123.2752.86752.55570.005150.0139.790.660.122,137.620.5233.5110.9752.45752.01398.90.001180.01317.990.760.141,565.731.1245.0515.7751.99751.73283.10.001180.01318.670.770.141,428.841.3243.9417.1748.13747.022040.005180.01350.11.140.193,477.661.4415.7212.0746.87745.32310.10.005180.01350.781.150.193,332.831.5416.0512.5738.64738.4199.10.001180.01356.251.210.21,636.923.4425.9826.0738.35738.14209.90.001180.01356.931.220.21,491.063.8425.9728.6738.14738134.50.001180.01368.541.2601,520.924.5448.2429.5737.9737.99108.7-0.001180.01369.221.831.351,356.815.11,021.5875.3737.89737.09227.40.004180.01369.221.2702,796.172.51,021.3536.5736.99736.95164.80180.01369.341.290.04734.399.41,020.91139.0736.85736.66141.40.001180.01369.461.761.181,728.3041,021.2859.1736.56736.4774.30.001180.01369.581.420.361,640.294.21,023.6662.4736.37735.82303.10.002180.01369.71.2802,008.293.51,020.1050.8735.77735.37400.70.001210.01370.291.2802,246.883.11,079.5748.0735.32735.02377.70.001210.01370.411.2802,004.083.51,067.4153.3734.92734.573970.001210.01370.531.2902,111.573.31,059.0750.2734.47734.213870.001210.01370.641.2901,843.363.81,052.6557.1734.21733.87242.20.001210.01377.011.3602,664.442.91,059.6839.8733.87732.73235.60.005210.01377.131.3604,946.951.61,059.6421.4732.73732.15119.90.005210.01377.251.3604,946.171.61,059.5321.4732.22732.1386.40.001240.01384.021.4403,277.322.61,374.4341.9732.05732.3246.8-0.006240.01383.901.132.427,707.831.11,067.6813.9EXHIBIT 2274
Invert (Start) (ft)Invert (Stop) (ft)Length (Scaled) (ft)Slope (Calculated) (ft/ft)Diameter (in)Manning's nFlow (Middle) (gpm)Velocity (ft/s)Depth (Middle) (in)Capacity (Full Flow) (gpm)Flow / Capacity (Design) (%)Flow (Maximum) (gpm)Flow Max/Capacity (%)769.94768.51200.60.007120.0135.610.660.241,349.910.453.744.0768.51767.31168.20.007150.0134.330.620.162,449.070.254.462.2767.13767.06166.60150.0135.010.60.09594.340.852.188.8767.03764.74269.30.009150.0135.690.660.242,673.310.252.091.9764.64761.19399.40.009150.0136.380.610.12,694.500.252.521.9761.09753.3423.50.018150.0137.060.620.13,931.910.253.311.4753752.9175.60.001150.0139.110.650.111,000.020.956.595.7752.86752.55570.005150.0139.790.660.122,137.620.557.692.7752.45752.01398.90.001180.01317.990.760.141,565.731.169.734.5751.99751.73283.10.001180.01318.670.770.141,428.841.368.84.8748.13747.022040.005180.01350.11.140.193,477.661.4239.496.9746.87745.32310.10.005180.01350.781.150.193,332.831.5240.547.2738.64738.4199.10.001180.01356.251.210.21,636.923.4250.8115.3738.35738.14209.90.001180.01356.931.220.21,491.063.8251.4516.9738.14738134.50.001180.01368.541.2601,520.924.5273.7918.0737.9737.99108.7-0.001180.01369.221.831.351,356.815.1274.8520.3737.89737.09227.40.004180.01369.221.2702,796.172.5274.79.8736.99736.95164.80180.01369.341.290.04734.399.4275.1937.5736.85736.66141.40.001180.01369.461.761.181,728.304274.2515.9736.56736.4774.30.001180.01369.581.420.361,640.294.2274.216.7736.37735.82303.10.002180.01369.71.2802,008.293.5274.1313.6735.77735.37400.70.001210.01370.291.2802,246.883.1312.5913.9735.32735.02377.70.001210.01370.411.2802,004.083.5300.1715.0734.92734.573970.001210.01370.531.2902,111.573.3293.1813.9734.47734.213870.001210.01370.641.2901,843.363.8288.5115.7734.21733.87242.20.001210.01377.011.3602,664.442.9297.3611.2733.87732.73235.60.005210.01377.131.3604,946.951.6297.356.0732.73732.15119.90.005210.01377.251.3604,946.171.6296.26.0732.22732.1386.40.001240.01384.021.4403,277.322.6305.459.3732.05732.3246.8-0.006240.01383.901.132.427,707.831.1305.124.0EXHIBIT 3275
Invert (Start) (ft)Invert (Stop) (ft)Length (Scaled) (ft)Slope (Calculated) (ft/ft)Diameter (in)Manning's nFlow (Middle) (gpm)Velocity (ft/s)Depth (Middle) (in)Capacity (Full Flow) (gpm)Flow / Capacity (Design) (%)Flow (Maximum) (gpm)Flow Max/Capacity (%)769.94768.51200.60.007120.01367.321.392.341,349.915225.1516.7768.51767.31168.20.007150.01367.321.611.942,449.072.7225.949.2767.13767.06166.60150.0135.010.60.09594.340.8226.0538.0767.03764.74269.30.009150.0135.690.660.242,673.310.2226.358.5764.64761.19399.40.009150.0136.380.610.12,694.500.2226.98.4761.09753.3423.50.018150.0137.060.620.13,931.910.2227.85.8753752.9175.60.001150.0139.110.650.111,000.020.9231.4923.1752.86752.55570.005150.0139.790.660.122,137.620.5233.4710.9752.45752.01398.90.001180.01317.990.760.141,565.731.1245.0015.6751.99751.73283.10.001180.01318.670.770.141,428.841.3243.7917.1748.13747.022040.005180.01350.11.140.193,477.661.4415.7112.0746.87745.32310.10.005180.01350.781.150.193,332.831.5416.2312.5738.64738.4199.10.001180.01356.251.210.21,636.923.4426.1126.0738.35738.14209.90.001180.01356.931.220.21,491.063.8426.1328.6738.14738134.50.001180.01368.541.2601,520.924.5448.3729.5737.9737.99108.7-0.001180.01369.221.831.351,356.815.1449.533.1737.89737.09227.40.004180.01369.221.2702,796.172.5449.3316.1736.99736.95164.80180.01369.341.290.04734.399.4449.3361.2736.85736.66141.40.001180.01369.461.761.181,728.304449.0626.0736.56736.4774.30.001180.01369.581.420.361,640.294.2451.7827.5736.37735.82303.10.002180.01369.71.2802,008.293.5448.8322.3735.77735.37400.70.001210.01370.291.2802,246.883.1510.7522.7735.32735.02377.70.001210.01370.411.2802,004.083.5497.6324.8734.92734.573970.001210.01370.531.2902,111.573.3490.2123.2734.47734.213870.001210.01370.641.2901,843.363.8483.4026.2734.21733.87242.20.001210.01377.011.3602,664.442.9491.3118.4733.87732.73235.60.005210.01377.131.3604,946.951.6491.299.9732.73732.15119.90.005210.01377.251.3604,946.171.6491.269.9732.22732.1386.40.001240.01384.021.4403,277.322.6501.4615.3732.05732.3246.8-0.006240.01383.901.132.427,707.831.1500.216.5EXHIBIT 4276
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278
279
280
281
282
283
Office of the Chief of Police
John R. Birk
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
TO: Mayor Wayne Jett DATE: 05/18/2021
Derik Morefield, City Administrator
Ross Polerecky, Director of Community Development
FROM: John R. Birk, Chief of Police
Thomas M. Walsh, Deputy Chief of Police
RE: Proposed Continental Properties Complex
In regards to the proposed Continental Properties development, the McHenry Police Department has been
asked to provide information regarding entry/egress in the proposed development, crime prevention tactics
utilized in McHenry and crime statistics for the City along with some specific statistics for a few of our
larger apartment complexes.
Number of Entry/Exits into Property:
In any emergency situation, it is preferred to have multiple points of ingress/egress. There are many reasons
for this, but the straightforward answer is safety.
If there was an emergency situation in the complex, such as a structure fire, the number and size of
emergency vehicles (i.e. police vehicles, ambulances, fire trucks, ladder trucks) would obstruct the single
entry/exit. This would make it impossible for residents of the complex not directly affected by the
emergency situation to leave in their vehicles.
Secondly, police officer safety becomes an issue with only one entrance/exit. A dangerous subject on the
property would have a tactical advantage knowing responding officers had only one way to enter a complex.
Yearly police officers nationwide are ambushed by violent subjects while responding to calls for service.
Recommendation: The police department recommends that a complex of this size maintain a minimum of 2
entry/exits. It would be acceptable to have one entry/exit open to residents at all time and the second
entry/exit with limited access to emergency / first responders.
Crime Prevention Tactics:
The McHenry Police Department is committed to the prevention of crime throughout the entire community
of McHenry. The police department works with property owners and managers to ensure the safest possible
environment for their tenants. If there is a recurring pattern of behavior that negatively affects the quality of
life of our citizens, the police department utilizes varying methods to resolve the issue.
The City of McHenry is divided into four areas of patrol and twenty-four (24) hours a day there is at least
one uniformed police officer assigned to each area. The patrol officers know their areas well and make their
presence known in order to deter any unwelcome activity. If there is a complaint of a continual problem in a
specific area, the police department assigns officers to directed patrols to that location.
Communication with property owners and their tenants is crucial in identifying minor areas that could
become major issues. The police department has experience and training in crime prevention through
environmental design. This training is based on the principle that proper design and effective use of
buildings and public spaces in neighborhoods can lead to a reduction in the fear and incidence of crime, and
an improvement in the quality of life. The department can assess conditions and suggest practical access
284
controls (doors, fences), lighting, landscaping, and signs to improve communities and complexes such as the
one in review now.
Many times landlords are unaware of repeated police calls for service at their properties. During every work
shift, each patrol officer of the McHenry Police Department conducts foot patrols in their assigned area.
During these foot patrols, officers have developed strong relationships with property owners/managers which
has opened our lines of communication. This communication has given landlords the information needed to
address tenant issues in a timely manner.
The City employs a full time Public Affairs Officer (PAO). The PAO is charged with working with groups,
landlords, associations and neighborhoods to promote safe community environments. Examples of programs
that can be taught include neighborhood watch programs and youth service programs, both of which are
aimed at deterring and preventing crime.
While not needed since 2007, the police department has assigned a Resident Officer to apartment complexes.
In complexes that had high recurrences of serious crime, property owners can request an officer live in their
apartment complexes at no cost to the officer. The Resident Officer would be a presence to deter any
unwanted activity and also be the first responding officer to any calls for service within the complex.
In certain circumstances, if a tenant issue becomes unmanageable for a landl ord the police department can
utilize the procedure detailed under City ordinance 10-18-4, Abatement of Nuisance. If there are two or
more violations of the following listed State statues within 180 days, the property could be determined a
“chronic nuisance property” and the City could commence civil action to abate the public nuisance.
Disorderly conduct as defined in 720 Illinois Compiled Statutes 5/26-1.
Unlawful use of weapons as defined in 720 Illinois Compiled Statutes 5/24-1 et seq.
Mob action as defined in 720 Illinois Compiled Statutes 5/25-1.
Discharge of a firearm as defined in 720 Illinois Compiled Statutes 5/24-1.2 and 1.5.
Gambling as defined in 720 Illinois Compiled Statutes 5/28-1.
Possession, manufacture or delivery of controlled substances as defined in 720 Illinois Compiled
Statutes 570/401 et seq.
Assault or battery, or any related offense, as defined in 720 Illinois Compiled Statutes 5/12-1 et seq.
Sexual abuse or related offenses as defined in 720 Illinois Compiled Statutes 5/11-1.150 et seq.
Public indecency as defined in 720 Illinois Compiled Statutes 5/11-30 et seq.
Prostitution as defined in 720 Illinois Compiled Statutes 5/11-14 et seq.
Criminal damage to property as defined in 720 Illinois Compiled Statutes 5/21-1 et seq.
Possession, cultivation, manufacture or delivery of cannabis, as defined in 720 Illinois Compiled
Statutes 550/1 et seq.
Illegal consumption or possession of alcohol as defined in 235 Illinois Compiled Statutes 5/1 et seq.
Violation of any City ordinance or State of Illinois Statute controlling or regulating the sale or use of
alcoholic beverages.
Crime Statistics for City of McHenry:
The following charts highlight McHenry Police calls for service along with crime rates and statistics for the
City of McHenry.
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2020 2019
Part 1 Crime Comparison
286
14 Year Part 1 Crime Rate – City of McHenry
2020 2019
287
The following charts highlight crime statistics for Fawn Ridge Apartments, Hillcrest Apartments and Greens
of Irish Prairie Apartment (Condos) for a two year period including 2019 and 2020.
Fawn Ridge Apartments
Two Year Period 2019-2020 City Total Fawn Ridge % of City Total Calls
Criminal 1397 33 2.36
Nuisance 3138 101 3.22
Domestic Disputes 823 42 5.10
Welfare Checks 1341 54 4.03
Rescue Calls 3177 121 3.81
Total 9876 351 3.55
Approximately 2% of the City’s population resides in this complex
Hillcrest Apartments
Two Year Period 2019-2020 City Total Hillcrest % of City Total Calls
Criminal 1397 37 2.65
Nuisance 3138 157 5.00
Domestic Disputes 823 42 5.10
Welfare Checks 1341 47 3.50
Rescue Calls 3177 118 3.71
Total 9876 401 4.06
Approximately 1% of the City’s population resides in this complex
Greens of Irish Prairie Apartments
Two Year Period 2019-2020 City Total Greens of
Irish Prairie
% of City Total Calls
Criminal 1397 40 2.86
Nuisance 3138 87 2.77
Domestic Disputes 823 65 7.90
Welfare Checks 1341 26 1.94
Rescue Calls 3177 56 1.76
Total 9876 254 2.57
Approximately 1.2% of the City’s population resides in this complex
Should you need further information or would like to discuss these topics further please do not hesitate to contact us.
Sincerely,
John R. Birk Thomas M. Walsh
Chief of Police Deputy Chief of Police
288
FORM A Page 1 of 3
File Number
PUBLIC HEARING APPLICATION
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
1. Name of Applicant Tel
Address Fax
2. Name of Property Owner Tel
(If other than Applicant)
Address Fax
3. Name of Engineer Tel
(If represented)
Address Fax
4. Name of Attorney Tel
(If represented)
Address Fax
5. Common Address or Location of Property
6. Requested Action(s) (check all that apply)
Zoning Map Amendment (Rezoning) Zoning Variance - Minor
Conditional Use Permit Zoning Text Amendment
Zoning Variance Other
Provide a brief description of the Requested Action(s). For example, the operation that requires a
Conditional Use Permit, the specific Zoning Variance needed, or the new zoning classification that is
requested:
FORM A
Continental 601 Fund, LLC 262-532-9452
W134N8675 Executive Pkwy, Menomonee Falls, WI
Vantage McHenry Holdings, LLC.847-899-4663
25 South Walkup Ave. Crystal Lake, IL ATTN: Nate Wynsma
V3 Companies, Ltd.
Gottemoller & Associates
x
x
x
7325 Janes Avenue Woodridge, IL
630-724-9200
815-459-5152
1 N Virginia St. Crystal Lake, IL 60014
East end of Blake Boulevard, also known as
portions of PINs: 09-23-400-004; 031
Continental 601 Fund, LLC is requesting a rezoning/conditional use permit pursuant to an
Integrated Design District designation. Continental is also requesting variances for a parking
reduction, community signage, and minimum floor space area.
289
FORM A Page 2 of 3
7. Current Use of Property
8. Current Zoning Classification of Property, Including Variances or Conditional Uses
9. Current Zoning Classification and Land Use of Adjoining Properties
North:
South:
East:
West:
10. Required Attachments (check all items submitted)
Please refer to the Public Hearing Requirements Checklist to determine the required attachments.
1. Application Fee (amount) $
2. Narrative Description of Request
3. FORM A – Public Hearing Application
4. FORM B – Zoning Map Amendment (Rezoning) Application
5. FORM C – Conditional Use Application
6. FORM D – Zoning Variance Application
7. FORM E – Use Variance Application
8. Proof of Ownership and/or Written Consent from Property Owner in the Form of an
Affidavit
9. Plat of Survey with Legal Description
10. List of Owners of all Adjoining Properties
11. Public Hearing Notice
12. Sign (Provided by the City, to be posted by the Applicant)
13. Site Plan
14. Landscape Plan
15. Architectural Rendering of Building Elevations
16. Performance Standards Certification
17. Traffic Analysis
18. School Impact Analysis
x
x
x
x
x
x
x
x
x
x
x
11. and 12. to be completed upon
confirmation of hearing date
x
x
x
x
x
Vacant - Agricultural
C-5 Highway Commercial
Estate (IDOT ROW)
C-3 Community Commercial/RS-2 Medium Density Single-Family Residential
RS-2 Medium Density Single-Family Residential
C-5 Highway Commercial
1,900.00
290
FORM A Page 3 of 3
11. Disclosure of Interest
The party signing the application shall be considered the Applicant. The Applicant must be the owner
or trustee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject
property or his or her agent or nominee.
Applicant is Not Owner
If the Applicant is not the owner of record of the subject property, the application shall disclose the
legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). In
addition, an affidavit of the owners(s) shall be filed with the application stating that the Applicant has
the authority from the owners(s) to make the application.
Applicant or Owner is Corporation or Partnership
If the Applicant, owner, contract purchaser, option holder, or any beneficiary of a land trust is a
corporation or partnership, the application shall disclose the name and address of the corporation’s
officers, directors, and registered agents, or the partnership’s general partners and those shareholders
or limited partners owning in excess of five percent of the outstanding stock or interest in the
corporation or interest shared by the limited partners.
Applicant or Owner is a land Trust
If the Applicant or owner is a land trust or other trust or trustee thereof, the full name, address,
telephone number, and extent of interest of each beneficiary shall be disclosed in the application.
12. Certification
I hereby certify that I am aware of all code requirements of the City of McHenry that relate to this
property and that the proposed use or development described in this application shall comply with all
such codes.
I hereby request that a public hearing to consider this application be held before the Planning and
Zoning Commission, and thereafter that a recommendation be forwarded to the City Council for the
adoption of an ordinance(s) granting the requested action(s), including any modifications to this
application or conditions of approval recommended by the Zoning Board of Appeals or City Council.
Signature of Applicant(s)
Print Name and Designation of Applicant(s)
by Continental 601 Fund, LLC.
by its manager:
Continental Properties Company, Inc
by its manager:
Benjamin Lang
Development Coordinator
291
FORM B Page 1 of 1
FORM B File Number
ZONING MAP AMENDMENT (REZONING)
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
Table 33 of the City of McHenry Zoning Ordinance provides that in recommending approval of a Zoning
Map Amendment (Rezoning), the Planning and Zoning Commission shall transmit to the City Council
written findings that all of the conditions listed below apply to the requested action.
Please respond to each of these conditions as it relates to your request.
1. Compatible with Use or Zoning of Environs
The proposed use(s) or the uses permitted under the proposed zoning classification are compatible with
existing uses or existing zoning of property in the environs.
2. Supported by Trend of Development
The trend of development in the general area since the original zoning of the affected property was
established supports the proposed use(s) or zoning classification.
3. Consistent with Comprehensive Plan Objectives
The proposed use(s) or zoning classification is in harmony with the objectives of the Comprehensive Plan
of the City as viewed in light of any changed conditions since the adoption of the Plan.
4. Furthers Public Interest
The proposed use(s) or zoning classification promotes the public interest and not solely the interest of the
applicant.
292
FORM C Page 1 of 2
FORM C File Number
CONDITIONAL USE PERMIT
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
Table 31 of the City of McHenry Zoning Ordinance provides that in recommending approval or
conditional approval of a Conditional Use Permit, the Planning and Zoning Commission shall transmit to
the City Council written findings that all of the conditions listed below apply to the requested action.
Please respond to each of these conditions as it relates to your request.
1. Traffic
Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has
been minimized.
2. Environmental Nuisance
Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse
environmental effects of a type or degree not characteristic of permitted uses in the zoning district have
been appropriately controlled.
3. Neighborhood Character
The proposed use will fit harmoniously with the existing natural or man-made character of its
surroundings and with permitted uses in the zoning district. The use will not have undue deleterious
effect on the environmental quality, property values, or neighborhood character existing in the area or
normally associated with permitted uses in the district.
293
FORM C Page 2 of 2
4. Public Services and Facilities
The proposed use will not require existing community facilities or services to a degree disproportionate to
that normally expected of permitted uses in the district, nor generate disproportionate demand for new
services or facilities, in such a way as to place undue burdens upon existing development in the area.
5. Public Safety and Health
The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors
associated with the use nor of the general public in the vicinity.
6. Other Factors
The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use
and its particular location.
294
FORM F Page 1 of 3
Form F
PLAT/DEVELOPMENT APPLICATION
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
1. Name of Applicant Tel
Address Fax
2. Name of Property Owner Tel
(If other than Applicant)
Address Fax
3. Name of Engineer Tel
(If represented)
Address Fax
4. Name of Attorney Tel
(If represented)
Address Fax
5. Common Address or Location of Property
6. Requested Action
Preliminary Plat
Final Plat
Development
Provide a brief description of the Requested Action. For example, indicate the number of lots and the
type of subdivision (single-family, towhhome, commercial, industrial, etc.) or include a description of
the development project:
295
FORM F Page 2 of 3
7. Current Use of Property
8. Current Zoning Classification of Property, Including Variances or Conditional Uses
9. Current Zoning Classification and Land Use of Adjoining Properties
North:
South:
East:
West:
10. Required Attachments - Please refer to the attached checklist.
11. Disclosure of Interest
The party signing the application shall be considered the Applicant. The Applicant must be the owner
or trustee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject
property or his or her agent or nominee.
Applicant is Not Owner
If the Applicant is not the owner of record of the subject property, the application shall disclose the
legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). In
addition, an affidavit of the owners(s) shall be filed with the application stating that the Applicant has
the authority from the owners(s) to make the application.
Applicant or Owner is Corporation or Partnership
If the Applicant, owner, contract purchaser, option holder, or any beneficiary of a land trust is a
corporation or partnership, the application shall disclose the name and address of the corporation’s
officers, directors, and registered agents, or the partnership’s general partners and those shareholders
or limited partners owning in excess of five percent of the outstanding stock or interest in the
corporation or interest shared by the limited partners.
Applicant or Owner is a land Trust
If the Applicant or owner is a land trust or other trust or trustee thereof, the full name, address,
telephone number, and extent of interest of each beneficiary shall be disclosed in the application.
Vacant - Agricultural
C-5 Highway Commercial
Estate (IDOT ROW)
C-3 Community Commercial/RS-2 Medium Density Single-Family Residential
RS-2 Medium Density Single-Family Residential
C-5 Highway Commercial
296
FORM F Page 3 of 3
12. Certification
I hereby certify that I am aware of all code requirements of the City of McHenry that relate to this
property and that the proposed use or development described in this application shall comply with all
such codes.
I hereby request that the City process this application in accordance with the codes and ordinances of
the City.
Signature of Applicant(s)
Print Name and Designation of Applicant(s)
297
TRAFFIC IMPACT STUDY
REPORT FOR:
AUTHENTIX AT MCHENRY DEVELOPMENT
RICHMOND ROAD (IL ROUTE 31) AND BLAKE ROAD
MCHENRY, ILLINOIS
PREPARED BY:
V3 Companies
7325 Janes Avenue
Woodridge, Illinois 60517
V3 Project No. 20776
March 25, 2021
Update April 27, 2021
298
Traffic Impact Study – Authentix at McHenry
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- i -
TABLE OF CONTENTS
I. INTRODUCTION........................................................................................................................1
II. PROJECT CONDITIONS..........................................................................................................4
Land Uses .........................................................................................................................4
Roadway System...............................................................................................................4
Roadway Descriptions...........................................................................................4
Intersection Description .........................................................................................4
Traffic Volumes..................................................................................................................7
Proposed Development.....................................................................................................7
Land Use Development .........................................................................................7
Roadway Development..........................................................................................7
III. TRAFFIC FORECASTS...........................................................................................................9
Project Traffic Volumes .....................................................................................................9
Trip Generation......................................................................................................9
Trip Distribution and Assignment...........................................................................9
Background Traffic Volumes ...........................................................................................10
Future Traffic Volumes ....................................................................................................11
IV. TRAFFIC ANALYSIS ............................................................................................................15
Capacity Analysis ............................................................................................................15
Queue Length Analysis ...................................................................................................16
V. CONCLUSIONS .....................................................................................................................18
299
Traffic Impact Study – Authentix at McHenry
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- ii -
FIGURES
Figure 1: Site Location Map ..........................................................................................................2
Figure 2: Conceptual Site Plan......................................................................................................3
Figure 3: Land Use Map................................................................................................................5
Figure 4: Existing Lane Configuration ...........................................................................................6
Figure 5: Existing Traffic Volume ..................................................................................................8
Figure 6: Project Traffic Volumes................................................................................................12
Figure 7: Background Traffic Volume..........................................................................................13
Figure 8: Future with Project Traffic Volume...............................................................................14
TABLES
Table 1: Trip Generation ...............................................................................................................9
Table 2: Trip Distribution .............................................................................................................10
Table 3: CMAP Growth Rates.....................................................................................................11
Table 4: Level of Service Definitions for Signalized and Unsignalized Intersections ..................15
Table 5: Signalized LOS – Richmond Road and Blake Road .....................................................16
Table 6: 95% Queue Length – Richmond Road and Blake Road...............................................17
APPENDICES
Appendix A Existing Traffic Counts
Appendix B CMAP Correspondence
Appendix C Capacity Analysis Worksheets – Existing
Appendix D Capacity Analysis Worksheets – Background
Appendix E Capacity Analysis Worksheets – Future with Project
300
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I. INTRODUCTION
V3 Companies has been retained by Continental Properties Co., Inc. to conduct a traffic impact
study for a proposed multi-family residential development located on undeveloped land
approximately nine hundred feet east of the intersection of Richmond Road (IL Route 31) and
Blake Road in McHenry, Illinois. The site is bounded by retail stores to the west, residential
neighborhoods to the east and south and undeveloped land to the north. A location map is
included as Figure 1.
The proposed development consists of multiple two-story, multi-family buildings totaling 288
dwelling units, along with an accompanying clubhouse and amenities. Access to the site is
provided as an extension of Blake Road, which currently dead-ends east of the existing retail
development. The site plan includes striping a westbound left turn lane on Blake Road at the
proposed clubhouse driveway. The conceptual site plan is illustrated in Figure 2.
The purpose of this study is to evaluate the potential traffic impacts of the proposed residential
development. Traffic estimates are projected to 2027, which is five years beyond the anticipated
completion date in 2022. The study area includes the signalized intersection of Richmond Road
and Blake Road.
This report includes a description of existing conditions, data collection and capacity analysis,
evaluation of data, and conclusions.
301
SITE LOCATION MAP
FIGURE 1
SITE
ILLINOISMCHENRY
MCHENRY
AUTHENTIX AT
302
NOT TO SCALE
CONCEPTUAL SITE PLAN
FIGURE 2
ILLINOISMCHENRY
MCHENRY
AUTHENTIX AT
303
Traffic Impact Study – Authentix at McHenry
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- 6 -
II. PROJECT CONDITIONS
Land Uses
The land uses near the project site primarily consist of residential and retail uses. The surrounding
land uses are illustrated in Figure 3.
Roadway System
The characteristics of the roadways in the vicinity of the site are presented below. The existing
lane configuration in the study area is illustrated in Figure 4.
Roadway Descriptions
Richmond Road (IL Route 31) is a four-lane, north-south roadway that is classified as a Strategic
Regional Arterial (SRA) under State jurisdiction. Richmond Road typically consists of a four-lane
cross-section, except where it widens to provide left and right turn lanes at intersections and
driveway entrances. Richmond Road has a posted speed limit of 40 mph in both directions in the
study area. Sidewalks are provided on both sides of Richmond Road south of Blake Road only.
Blake Road is a local street with a variable cross section. Along the retail developments in the
area, Blake Road consists of a four lane undivided section west of Richmond Road and a four
lane divided (landscaped median) section east of Richmond Road. Blake Road widens
approaching Richmond Road to allow for additional turning lanes at the intersection. Blake Road
currently terminates at a dead-end at the east edge of the existing retail development east of
Richmond Road. Sidewalks are provided on both sides of Blake Road east of Richmond Road.
Blake Road is under the jurisdiction of the City of McHenry. The speed limit on Blake Road is
assumed to be 25 mph since there are no signs posted in the study area.
Intersection Description
The intersection of Richmond Road and Blake Road is signalized with an actuated, coordinated
timing scheme. Based on signal timing information from IDOT, the traffic signal operates with a
100 second cycle length during the am peak hour and 110 second cycle length during the pm
peak hour with coordination occurring on the Richmond Road corridor. The northbound and
southbound approaches consists of two left turn lanes, one through lane, and one shared
through/right turn lane. The eastbound and westbound approaches consists of two left turn lanes,
one through lane, and one right turn lane. All left turn movements operate with protected-only
phasing. There are pedestrian signals, sidewalk approaches, ramps and crosswalks at the
intersection across the east and south legs of the intersection.
304
RESIDENTIAL
LAND USE MAP
FIGURE 3
RESIDENTIAL
RETAIL
RESIDENTIAL
RETAIL
RESIDENTIAL
RETAIL
RETAIL
RETAIL
PARK
BLAKE RD
MCCULLOM LAKE RD RIVERSIDE DRRICHMOND RD (IL ROUTE 31)ILLINOISMCHENRY
MCHENRY
AUTHENTIX AT
305
EXISTING LANE CONFIGURATION
FIGURE 4
ILLINOISMCHENRY
MCHENRY
AUTHENTIX AT
LEGEND
- EXISTING TRAFFIC SIGNAL
BLAKE ROAD RICHMOND ROADLIMIT40LIMIT
40LIMIT25
306
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Traffic Volumes
To assist in the evaluation of the traffic impact on the roadway system resulting from the proposed
development, existing vehicular volumes were collected in the study area.
Existing traffic counts were collected on Wednesday, March 10, 2021 at the intersection of
Richmond Road and Blake Road. Peak hour traffic counts were collected from 7:00 am to 9:00
am and 4:00 pm to 6:00 pm. The time periods of the traffic counts were selected to coincide with
the typical peak demand hours of arterials and collectors similar to the adjacent roadways and
the typical peak generating hours of residential developments. The weekday am and weekday
pm peak hours occur between 8:00 am to 9:00 am and 4:30 pm to 5:30 pm, respectively.
It is worth noting that the ongoing COVID-19 pandemic is likely impacting traffic patterns in the
area due to school and business restrictions and changes in office employee procedures.
Therefore, an adjustment is needed to account for the potential traffic reductions at the time of
the count. An adjustment factor is calculated by comparing the collected peak hour counts to
historical counts in the area. It was determined that the recently conducted counts on Richmond
Road are approximately 17 percent lower than historical hourly volumes on the corridor during
the weekday am peak hour and 14 percent during the weekday pm peak hour. In order to maintain
a conservative analysis, a 20 percent COVID-19 adjustment factor was applied to all collected
counts to create adjusted 2021 existing volumes.
The adjusted existing peak hour volumes are illustrated in Figure 5. A summary of the traffic
volumes collected in fifteen-minute increments, historical hourly traffic count data, and IDOT traffic
signal timing information is provided in Appendix A.
Proposed Development
Land Use Development
The area surrounding the proposed site is largely built out with retail and residential
developments. It is our understanding that there are no known development plans that are likely
to alter traffic patterns in the near future.
Roadway Development
There are no known planned roadway developments that will impact traffic patterns in the study
area.
The proposed development will be accessed through an extension of Blake Road. The proposed
access will not alter any existing driveways in the study area.
307
EXISTING TRAFFIC VOLUMES
FIGURE 5
ILLINOISMCHENRY
MCHENRY
AUTHENTIX AT
LEGEND
PM PEAK HOUR: 4:30 PM - 5:30 PM
AM PEAK HOUR: 8:00 AM - 9:00 AM
(##)- PM PEAK HOUR
## - AM PEAK HOUR
BLAKE ROAD RICHMOND ROAD13 (64)
16 (73)
55 (208)31 (84)512 (848)68 (170)79 (251)
19 (60)
82 (198)151 (281)448 (949)68 (211)308
Traffic Impact Study – Authentix at McHenry
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III. TRAFFIC FORECASTS
Project Traffic Volumes
Trip Generation
The proposed residential development consists of a residential complex consisting of 288 dwelling
units. Project traffic is estimated using the Institute of Transportation Engineers (ITE) Trip
Generation Manual, 10th Edition. The following land use category is used to determine project
traffic:
Multi-Family Low-Rise Housing (ITE Land Use Code 220) – Low-rise multifamily housing
includes apartments, townhouses, and condominiums located within the same building
with at least three other dwelling units and that have one or two levels (floors).
The Trip Generation Manual, 10th Edition assigns trip generation estimates based on a regression
equation for each peak period and an independent variable. In this case, dwelling units is the
applicable variable for multi-family housing. The am and pm peak hour trip generation equations
are selected for weekday, peak hour of adjacent street traffic for one hour from 7:00 am to 9:00
am and 4:00 pm to 6:00 pm.
It is worth noting that the clubhouse area is anticipated to generate only a nominal amount of
vehicle trips through the clubhouse driveway on Blake Road. The planned uses for the clubhouse
consist of a leasing office, resident fitness center, and resident community room. The resident
amenities are intended to be accessed primarily through the pedestrian paths throughout the
development, which will be encouraged through signage and restrictions on resident parking in
the clubhouse parking lot. The leasing office may receive some visits from prospective residents,
but many of these are likely to occur outside of the weekday am and weekday pm peak hours.
Ultimately, the planned clubhouse uses are typical for a multi-family development and are
considered to be included within the ITE trip rates used for the overall site.
A summary of trip generation is provided in Table 1.
Table 1: Trip Generation
Trip Distribution and Assignment
The direction from which traffic approaches and departs a site is a function of numerous variables,
including location of residences, location of employment centers, location of commercial/retail
In Out Total In Out Total
Mul tifami l y Housing (Low-
Ri se )288 Dwe l l i ng
Uni t 30 100 130 95 56 151220
WEEKDAY AM WEEKDAY PMLUCLAND USE SIZE
309
Traffic Impact Study – Authentix at McHenry
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centers, available roadway systems, location and number of access points, and level of
congestion on adjacent road systems.
The distribution of multi-family housing is based on the location of schools, employment centers,
and commercial/retail areas. The largest portion of trips is assigned to Richmond Road to the
south, which is the direction of downtown Huntley, as well as major north/south and east/west
arterials for regional connectivity. A smaller portion of traffic is assigned to the north on Richmond
Road, which provides connectivity to several neighboring communities. The least amount of
traffic is assigned to the west on Blake Road, as this route has limited regional connectivity. The
overall trip distribution is summarized in Table 2.
Table 2: Trip Distribution
The directional distributions and assignment of project traffic volume is illustrated in Figure 6.
Background Traffic Volumes
Background traffic volumes are estimated for the year 2027, which is five years beyond the
anticipated build out in 2022. Background growth rates are obtained from the Chicago
Metropolitan Agency for Planning (CMAP). These growth rates account for future non-project
related growth in the area.
The annual average daily traffic (AADT) volumes for Richmond Road were obtained from the
IDOT database. AADT volumes on Blake Road are estimated based on the pm peak hour count
and an assumed K-Factor of 0.10, which is typical for roadways of this type. A summary of the
CMAP growth rates is provided in Table 3 and CMAP correspondence is provided in Appendix B.
Table 3: CMAP Growth Rates
Cordon Location Distribution
Richmond Road - North of Bl ake Road 40%
Richmond Road - South of Bl ake Road 55%
Blake Road - West of Ri chmond Road 5%
2050 Proj.
Bl ake Road, west of Ri chmond Road 7,800 (2021)11,200 43.6%1.3%7.8%
Bl ake Road, east of Richmond Road 6,500 (2021)9,300 43.1%1.2%7.7%
Ri chmond Road (IL 31)23,700 (2019)30,600 29.1%0.8%5.1%
Street
AADT Total G rowth
from Count
Year to 2050
Compounded
Yearly Rate
Total Growth
from 2021 to
2027Existing AADT
(Year)
310
Traffic Impact Study – Authentix at McHenry
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The background traffic volumes are illustrated in Figure 7.
Future Traffic Volumes
The total project trips are added to the background volume to obtain the future with project traffic
volumes for the study area intersection. Future with project traffic volumes are depicted in Figure
8.
311
TRAFFIC VOLUMES
PROJECT
FIGURE 6
ILLINOISMCHENRY
MCHENRY
AUTHENTIX AT
LEGEND
PM PEAK HOUR: 4:30 PM - 5:30 PM
AM PEAK HOUR: 8:00 AM - 9:00 AM
(##)- PM PEAK HOUR
## - AM PEAK HOUR
BLAKE ROAD RICHMOND ROAD40 (22)
5 (3)
55 (31)0 (0)0 (0)12 (38)0 (0)
2 (5)
0 (0)0 (0)0 (0)16 (52)55%
40%
5%
312
TRAFFIC VOLUMES
BACKGROUND
FIGURE 7
ILLINOISMCHENRY
MCHENRY
AUTHENTIX AT
LEGEND
PM PEAK HOUR: 4:30 PM - 5:30 PM
AM PEAK HOUR: 8:00 AM - 9:00 AM
(##)- PM PEAK HOUR
## - AM PEAK HOUR
NOTE:
(FIGURE 5)
VOLUME
TRAFFIC
EXISTING=+
TO 2027
PROJECTIONS
CMAP GROWTH
TRAFFIC VOLUME
2027 BACKGROUND
BLAKE ROAD RICHMOND ROAD14 (69)
17 (79)
59 (224)33 (88)538 (891)71 (179)85 (271)
20 (65)
88 (213)159 (295)471 (997)71 (222)313
TRAFFIC VOLUMES
FUTURE WITH PROJECT
FIGURE 8
ILLINOISMCHENRY
MCHENRY
AUTHENTIX AT
LEGEND
PM PEAK HOUR: 4:30 PM - 5:30 PM
AM PEAK HOUR: 8:00 AM - 9:00 AM
(##)- PM PEAK HOUR
## - AM PEAK HOUR
(FIGURE 6)
=+
VOLUME
TRAFFIC
PROJECT
(FIGURE 7)
NOTE:
TRAFFIC VOLUME
2027 BACKGROUND
VOLUME
PROJECT TRAFFIC
2027 FUTURE WITH
BLAKE ROAD RICHMOND ROAD54 (91)
22 (82)
114 (255)33 (88)538 (891)83 (217)85 (271)
22 (70)
88 (213)159 (295)471 (997)87 (274)314
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IV. TRAFFIC ANALYSIS
Capacity Analysis
The operation of a facility is evaluated based on level of service (LOS) calculations obtained by
analytical methods defined in the Transportation Research Board’s Highway Capacity Manual
(HCM), 2010 Edition. The concept of LOS is defined as a quality measure describing operational
conditions within a traffic stream, generally in terms of such service measures as speed and travel
time, freedom to maneuver, traffic interruptions, and comfort and convenience.
There are six LOS letter designations, from A to F, with LOS A representing the best operating
conditions and LOS F the worst.
The LOS of an intersection is based on the average control delay per vehicle. For a signalized
intersection, the delay is calculated for each lane group and then aggregated for each approach
and for the intersection as a whole. Generally, the LOS is reported for the intersection as a whole.
For an unsignalized intersection, the delay is only calculated and reported for each minor
movement. An overall intersection LOS is not calculated.
There are different LOS criteria for signalized and unsignalized intersections primarily due to
driver perceptions of transportation facilities. The perception is that a signalized intersection is
expected to carry higher traffic volumes and experience a greater average delay than an
unsignalized intersection. The LOS criteria for signalized and unsignalized intersections are
provided in Table 4.
Table 4: Level of Service Definitions for Signalized and Unsignalized Intersections
Level of Service
Signalized Intersection
Control Delay
(seconds/vehicle)
Unsignalized Intersection
Control Delay
(seconds/vehicle)
A < 10 ≤ 10.0
B > 10.0 and ≤ 20.0 > 10.0 and ≤ 15.0
C > 20.0 and ≤ 35.0 > 15.0 and ≤ 25.0
D > 35.0 and ≤ 55.0 > 25.0 and ≤ 35.0
E > 55.0 and ≤ 80.0 > 35.0 and ≤ 50.0
F > 80.0 > 50.0
Source: Transportation Research Board, Highway Capacity Manual, Sixth Edition, National
Research Council, 2016.
Typically, various state and local governments adopt standards varying between LOS C and LOS
E, depending on the area’s size and roadway characteristics.
315
Traffic Impact Study – Authentix at McHenry
McHenry, Illinois
- 18 -
The study area consists of the signalized intersection of Richmond Road (IL 31) and Blake Road.
A capacity analysis was performed with HCS 7 (7.9). Models were created for the weekday am
and weekday pm peak hours for the existing, background, and future with project conditions.
Results for the signalized intersection of Richmond Road and Blake Road are summarized in
Table 5. Supporting HCS analysis reports for the existing, background, and future with project
traffic conditions are provided in Appendices C, D, and E respectively.
Table 5: Signalized LOS – Richmond Road and Blake Road
Based on analysis of adjusted existing volumes, the intersection of Richmond Road and Blake
Road operates with low delay. The major approaches on Richmond Road operate at LOS C or
better during both the am and pm peak hours. The minor approaches operate at LOS D during
both peak hours. The intersection overall operates at LOS B during the am peak hour and LOS
C during the pm peak hour.
In the background condition, delays tend to increase slightly on most approaches, but the only
change in level of service occurs on the northbound approach which falls from LOS B to LOS C
during the pm peak hour. It is worth noting that minor delay improvements are observed on some
minor street approaches. This is due to the increased side street volumes placing more calls on
the intersection approach which extends the effective green times for the side streets and results
in a decreases average delay for that approach.
Delays again tend to increase slightly with the addition of project related trips. However, no
changes in levels of service occur on any approaches when compared to the background
condition. It is concluded that no capacity mitigation is warranted at the signalized intersection of
Richmond Road and Blake Road since there are no level of service changes between the
background and future with project traffic conditions scenarios, all major approaches and the
overall intersection operate at LOS C or better, and all minor approaches operate at LOS D or
better.
Delay
(sec)LOS De lay
(sec)LOS De lay
(sec)LOS Delay
(sec)LOS Delay
(sec)LOS
Ex i sting (2020)44.3 D 48.5 D 14.6 B 10.7 B 18.3 B
Background (2027)44.2 D 48.3 D 14.7 B 10.9 B 18.6 B
Future with Proje ct (2027)44.4 D 45.9 D 15.5 B 12.5 B 20.9 C
Ex i sting (2020)47.4 D 48.8 D 22.5 C 21.3 C 28.5 C
Background (2027)47.1 D 48.9 D 24.4 C 24.4 C 29.9 C
Future with Proje ct (2027)47.9 D 49.4 D 27.3 C 24.9 C 32.1 C
Southbound Inte rsection
Wee kday
AM
Wee kday
PM
Peak
Hour Sce nario
Eastbound We stbound Northbound
316
Traffic Impact Study – Authentix at McHenry
McHenry, Illinois
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Queue Length Analysis
Table 6 provides a summary of the 95th percentile queue lengths at the signalized intersection of
Richmond Road and Blake Road.
Table 6: 95% Queue Length – Richmond Road and Blake Road
It is worth noting that the storage lanes on the eastbound approach on Blake Road extend from
Richmond Road through the commercial driveway intersection to the west. The lanes are striped
for 180 feet from the stop bar, but the roadway segment is 210 feet from the Richmond Road stop
bar to where the queue extends to the commercial driveway to the west.
In the existing conditions, all existing storage lengths are adequate to serve the 95th percentile
queue lengths except the eastbound right turn during the pm peak hour. This queue length of
215 feet exceeds the roadway segment length by 5 feet and has the potential to impair side street
operations at the commercial driveway west of Richmond Road.
Queues tend to increase in the background scenario, but no additional movements are projected
to exceed provided storage. The projected queue length on the eastbound right turn is project to
increase to 228 feet, which is an increase of 13 feet over the existing condition.
Queue lengths for several movements increase with the addition of project related traffic.
However, it is again observed that no additional movements exceed provided storage. The
projected queue length on the eastbound right turn during the weekday pm peak hour is 229 feet,
Northbound Southbound
Left Right Left Right Le ft Left
2021 Exi sting 55 100 38 16 101 46
2027 Background 59 107 40 17 106 48
2027 Future w/ Proje ct 59 108 76 67 106 55
2021 Ex i sting 172 215 136 69 177 110
2027 Background 185 228 148 74 188 116
2027 Future w/ Proje ct 188 229 173 96 190 145
210 210 200 100 300 150
---75 200 200
95% Percentile Queue (feet)
Wee kday
AM Peak
Hour
Existing Storage Length
Existing Tape r Length
Wee kday
PM Peak
Hour
ScenarioPeak Hour Eastbound Westbound
317
Traffic Impact Study – Authentix at McHenry
McHenry, Illinois
- 20 -
which is a one-foot increase over the background scenario. The total queue on the eastbound
approach exceeds provided storage by 19 feet, which is less than one vehicle.
It is concluded that no queue storage mitigation is necessary at the intersection of Richmond
Road and Blake Road due to the addition of project related traffic.
318
Traffic Impact Study – Authentix at McHenry
McHenry, Illinois
- 21 -
V. CONCLUSIONS
The purpose of this study is to evaluate the traffic impact of the proposed development consisting
of 228 low-rise multi-family dwelling units located on Blake Road east of Richmond Road (IL 31).
The study area consists of the signalized intersection of Richmond Road and Blake Road
A capacity analysis was conducted using HCS 7 for the existing, background, and future with
project conditions during the weekday am and pm peak hours at the study area intersections.
Traffic estimates are projected to 2027, which is five years beyond the anticipated completion
date in 2022.
Based on the results of the capacity analysis at Richmond Road and Blake Road, it is found that
all movements and the overall intersection operates adequately during the existing, background
and future with project traffic conditions scenarios for both peak hours. It is concluded that no
capacity mitigation is warranted at the signalized intersection of Richmond Road and Blake Road
since there are no level of service changes between the background and future with project traffic
conditions scenarios, all major approaches and the overall intersection operate at LOS C or better,
and all minor approaches operate at LOS D or better.
It is found that the existing storage lengths at the intersection of Richmond Road and Blake Road
are adequate for the projected 95th-percentile queue lengths for all movements except the
eastbound right turn during the pm peak hour. This movement exceeds the roadway segment
length by two feet in the existing scenario and 18 feet in the background scenario. When project
related trips are added to the network, the projected queue increases by only one foot resulting
in the total projected queue exceeding the provided storage by a total of 19 feet, which is less
than one vehicle.
It is concluded that no mitigation is necessary on Richmond Road and Blake Road as part of this
proposed development.
319
DATE: June 7, 2021
TO: Mayor and City Council
FROM: Derik Morefield, City Administrator
Department Directors
RE: Staff Report for June 7, 2021
The purpose of this report is to provide the City Council and public with the most up‐to‐date
information regarding the latest projects and happenings within the municipal government of
the City of McHenry. This report is organized by operating department and will be updated and
transmitted as part of each City Council Agenda Packet. Council is welcome to contact any
Department Director for more information on any item included in this report, as well as topics
from previous reports or items not included in the report. This report does not include projects
or other information that is considered confidential in nature.
GENERAL ADMINISTRATION/FINANCE/HUMAN RESOURCES
Contacts: Derik Morefield, City Administrator – 815/363‐2108; Carolyn Lynch, Director of Finance
– 815/363‐2117; Ann Campanella, Director of Human Resources – 815/363‐2112
Local Government Distributive Fund (LGDF) Restoration
Regularly, the State moves to reduce LGDF to local governments. Most recently, the State’s 2022
Budget included a 10% reduction in LGDF which would reduce the City of McHenry’s General
Fund Revenues by approximately $300,000. City Administration was notified this week that this
reduction has been removed from the State’s budget and LGDF would be restored to 100%.
State to Move to Phase 5 of Restore Illinois
Providing that metrics continue to decline, the State is poised to move to Phase 5 of Restore
Illinois on Friday, June 11th. In summary, this removes all capacity limits on Illinois businesses,
gatherings, and events – great news as we move into the Summer! Business will still have the
option of establishing their own guidelines regarding the mask requirements for vaccinated
customers. Those who are not vaccinated are still required to follow guidelines established by
the CDC.
Updates to Water/Sewer Billing
The Finance Department has been working with a vendor to print full page water/sewer bills
which will replace the post card bills. We are still ironing out some details and it is possible we
will mail out regular bills on June 4th from the vendor. If this does not occur, post cards will be
mailed out for one more bill and the switch will be made later in the month.
320
ECONOMIC DEVELOPMENT
Contact: Doug Martin, Director of Economic Development – 815/363‐2110
Construction of Arby’s Restaurant
A developer is proposing to construct a new Arby’s restaurant at 4104 W Elm Street, Crystal Lake Road
and Elm Street. Attached is a site plan. The developer needs to spend approximately $200,000 to clean
the site and get it ready for development, including off‐site road striping improvements. Staff will be
working on a sales tax rebate to assist the developer in recouping some of the extraordinary expenses
associated with the property. If Council has any comments or concerns regarding this development please
contact Director of Economic Development Martin.
COMMUNITY DEVELOPMENT
Contact: Ross Polerecky, Director of Community Development – 815/363‐2182
Thorton’s
Thorton’s has begun construction on the new fueling station at 2108 W Route 120. Construction
is estimated to take 18‐24 weeks.
Former Town Club:
Community Development issued a demolition permit to demo a portion of the building,
architects and structural engineers have evaluated the remaining building and plans to
reconstruct the building should be submitted this week.
Roller Rink
Staff has been in contact with the property owner of the roller rink, the owner is currently getting
quotes to clean the site once the fire and police investigations have concluded.
Munson Ski and Marine
Munson Ski and Marine continues construction, a new foundation has been poured for the new
showroom and maintenance bays and water and sewer taps were completed last week.
POLICE
Contact: John Birk, Chief of Police – 815/363‐2200
Calls for Service
In May 2021 the McHenry Police Department handled 1819 calls for service.
On Thursday, May 27th, 2021, the police department responded to a commercial structure fire at
914 N. Front Street. The vacant commercial building formerly house the Just For Fun Roller Rink.
As a result of the investigation into the fire, two teenagers were found to be responsible, were
taken into custody and criminally charged.
321
Personnel Update
The following personnel have recently completed the respective years of service with the
McHenry Police Department:
I.T. Specialist Jeffrey Foerster – 41 (yes, 41!) years
I.T. Manager Aaron Greve – 5 years
Telecommunicator Tracy Vasquez – 3 years
Public Relations / Affairs:
Public Affairs Officer Michael Spohn has interviewed three local Special Olympic athletes to
promote fund raising efforts for Special Olympics Illinois. All three of the interviews were
uploaded to the police department’s Facebook page and have received very positive feedback.
On Saturday, June 5th, 2021, staff of the police department will be participating in the annual
Torch Run for Special Olympics Illinois. This year’s event is taking place at Veterans Acres Park in
Crystal Lake.
Training
Officer Joseph Lopez has completed Step 1 of the department’s field training program. He is
progressing through Step 2 on the Afternoon Shift with Officer Ellis as his Field Training Officer.
Officer Megan Carey attended a 40‐Hour Basic Evidence Technician training hosted by the Crystal
Lake Police Department.
Telecommunicator Ryan Kuhn attended Emergency Medical Dispatch (EMD) training hosted by
the Greater Round Lake Fire Protection District.
Projects Update
First floor of Police Department: The remodeling of the department Squad Room, new report
writing area and common hallways is still in progress. The ceramic tile in the common hallway
areas has been installed along with updated paint on the walls. Additional flooring in the Squad
Room and updated furniture are next.
PUBLIC WORKS
Contact: Troy Strange, Director of Public Works – 815/363‐2186
Wastewater Division
The City’s NPDES operating permit for the Wastewater Treatment Plant has passed the public
comment period and will be issued later this year.
322
Water Division
The Sioux Lane Water Tower is undergoing modifications to the existing wireless provider
antennas that are attached to the tower per an agreement with the City. This work began the
first week of June and included a closure of Sioux Lane with passage of local traffic only for which
a closure memo was issued to necessary agencies.
Street Division
The Street Division completed the resurfacing of the Parks Department Parking lot the last week
of May and will be moving on to normal summer operations. The second street sweeping cycle
of the year has been completed and another round of sweeping is scheduled for July.
Utility Division
The 2021 fire hydrant painting program is under way and will be completed over the next few
months. Approximately 20% of the City’s hydrants will be sandblasted and re‐painted this
summer as part of a five year rotation.
2021 Road Resurfacing Program
Major resurfacing operations for both of the 2021 Road Resurfacing Program contracts are now
completed and all that remains is punch list work and pavement markings. Approximately 5.5
miles of City Streets were resurfaced over the month of May. Both projects are completed on
time and within budget.
Veteran’s Park Resurfacing
Bids for the Veteran’s Park Resurfacing project were accepted on June 8 and the contract will be
awarded later this month. Construction is scheduled to begin on the project shortly after Labor
Day.
323
ORDINANCE NO 21-
AN ORDINANCE PROPOSING THE ESTABLISHMENT OF A BACKUP SPECIAL SERVICE AREA #12
IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AND TO LEVY TAXES FOR THE
PURPOSE OF PAYING THE COST OF PROVIDING SPECIAL SERVICES IN AND FOR SUCH AREA IF
THE PROPERTY OWNERS FAIL TO PROVIDE SAID SERVICES.
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City’s home rule powers and functions
as granted in the Constitution of the State of Illinois; and
WHEREAS, the constitutional authority for home rule powers is set forth in Article VII,
Section 6, of the Constitution of the State of Illinois in force July 1, 1971, which provides in
relevant part as follows:
§6. Powers of Home Rule Units.
Except as limited by this Section, a home rule unit may exercise any power and perform
any function pertaining to its government affairs including, but not limited to, the power
to regulate for the protection of the public health, safety, morals and welfare; to license;
to tax; and to incur debt.
WHEREAS, special space areas are established pursuant to the provisions of the “Special
Service Area Tax Law”, 35ILCS 200/27-35, as amended, and pursuant to the Revenue Act of 1939
of the State of Illinois, as amended; and
WHEREAS, it is in the public interest that the establishment of the area hereinafter
described as a backup special service area for the purpose set forth herein be considered (the
“Area”); and
WHEREAS, the Area is compact and contiguous and is totally within the corporate limits
of the City of McHenry, McHenry County, Illinois (the “City”); and
WHEREAS, Continental 601 Fund LLC. (the “Contract Purchaser”) is under contract to
purchase the property known as Lot 1 of the Final Plat of Subdivision of Authentix at McHenry,
which has been annexed to the City, which said property is located on the property legally
described in “EXHIBIT A”, attached hereto and incorporated by reference; and
WHEREAS, Vantage McHenry Holdings, LLC. (the “Owner”) or its successors and assigns
may develop land known as Lot 2 of the Final Plat of Subdivision of Authentix at McHenry legally
described in EXHIBIT A; and
WHEREAS, the Contract Purchaser is proposing to construct a storm water detention
basin (“Stormwater Facilities”) located at the north end of said Lot 1 which shall also service said
Lot 2 for future development, as identified in the Stormwater Management Report (the
“Stormwater Report”) dated March 25, 2021 by V3 Company attached hereto as “EXHIBIT B”;
and
WHEREAS, maintenance of the Stormwater Facilities by the City are special services which
may lawfully be paid from additional taxes upon the Area; and
WHEREAS, the City intends that the Stormwater Facilities be maintained in good working
order, subject to availability of sufficient funds from the Taxes (as hereinafter defined); and
WHEREAS, the City intends that the Taxes (as hereinafter defined) be set aside as a
reserve fund as a backup method of financing for the purpose of reconstructing, replacing,
rehabilitating, reconfiguring, and improving the Stormwater Facilities in the event that the
Contract Purchaser and the Owner or their successors and assigns fail to maintain said
Stormwater Facilities and thirty (30) days’ notice has been given to the property owner(s); and
WHEREAS, the Area will benefit specifically from the special services to be provided (the
“Services”) and the Services are unique and in addition to municipal services provided to the City
as a whole, and it is, therefore, in the best interests of the City that the establishment of the Area
be considered; and
WHEREAS, it is in the public interest that taxes be levied by the City at a rate or amount
of tax sufficient to provide revenues required for the purpose of paying the cost of provided the
Services (the “Taxes”); and
WHEREAS, an annual tax shall be levied upon all taxable property with the Area from time
to time, as determined by the Mayor and City Council, in an amount to be determined of the
value as equalized or assessed by the McHenry County Assessor’s Office of all taxable property
in the Area, which shall not exceed 0.25% of the equalized or assessed value of the Area, in
addition to all other taxes permitted by law. Said Taxes shall not exceed more than $10,000.00
for the initial year for which Taxes would be levied.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: That the preambles of this ordinance are hereby incorporated into this text
as if set out herein in full.
SECTION 2: That a Public Hearing shall be held at 7:00 p.m. on , 2021,
at the McHenry Municipal Building, 333 South Green Street, McHenry, Illinois (the “Hearing”) to
consider the establishment of the Area in the territory, and for the purpose of providing the
Services, as full described in the Notice of Public Hearing set forth in Section 4 hereof (the
“Notice”), and to consider the tax levy described in the Notice.
SECTION 3: That notice of the Hearing shall be given by publication and mailing. Notice
by publication shall be given by publication at least once not less than thirty (30) days prior to
the Hearing on___________, 2021 in the Northwest Heard, the same being a newspaper having
a general circulation within the City. Notice by mailing shall be given by depositing the Notice in
the United States mail addressed to the person or persons in whose name the general taxes for
the last preceding year were paid on each lot, block, tract, or parcel of land lying within the Area.
The Notice shall be mailed not less than ten (10) days prior to the time set for the Hearing. In the
even taxes for the last preceding year were not paid, the Notice shall be sent to the person last
listed on the tax rolls prior to that year as the owner of said property.
SECTION 4: That the Notice shall be in substantial conformance with the following form:
Notice of Public Hearing
City of McHenry, McHenry County, Illinois
Special Service Area #12
NOTICE IS HEREBY GIVEN that at 7:00 p.m., , 2021, at the McHenry
Municipal Building, 333 South Green Street, McHenry, Illinois, a hearing (the “Hearing”) will be
held by the City Council of the City of McHenry, McHenry County, Illinois (the “City”), to consider
the establishment of Special Service Area #12 of the City consisting of the following described
territory (the “Area”):
PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID
SECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF,
42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT-
OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID
CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0 FEET
(DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER
OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35
MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE
SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN
DOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES
35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID
LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT
NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE
THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE
NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77 FEET (DEED
= NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89 DEGREES 53
MINUTES 39 SECONDS EAST ALONG THE SOU TH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90 DEGREES
00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS WEST
ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST,
574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT
COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT-
OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID
RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39
FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING
THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST
QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO.
1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE,
1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35
MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT
2 IN COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING
TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676; THENCE NORTH 0
DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF
THE PROPERTY DESCRIBED IN SAID DOCUMENT NO. 98R00052114, A DISTANCE OF 507.00 FEET TO THE
PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
An accurate map of said territory is on file in the Office of the City Clerk of said City and is
available for public inspection.
The permanent tax index numbers of each parcel located within the proposed special
service area are 09-23-400-004 and 09-23-400-031 and the property consists of Lots 1 and 2 of
the Authentix at McHenry subdivision. The proposed special service area is located east of Route
31 and east, north and south of Blake Boulevard.
The purpose of the establishment of said Special Service Area #12 is to provide a backup
method of financing special services to said Special Service Area, including all costs of operation,
upkeep, maintenance, repair, replacement, alteration, safekeeping and improvement of the
Stormwater Facilities, in the event the property owner(s) or their successors and assigns fail to
maintain said Stormwater Facilities within 30 days of a written request by the City to undertake
and complete such operation, upkeep, maintenance, repair, replacement, alteration,
safekeeping and improvement of the Stormwater Facilities (the “special services”), as the case
may be, in the City’s sole discretion without the obligation to do so. Time is of the essence.
The City shall provide written notice to the owner(s) of record within the Area of any
failures or deficiencies associated with the Stormwater Facilities and such owner(s) shall have a
30-day period for undertaking such operational changes, upkeep, maintain, repair, replaces or
alter or improve the Stormwater Facilities as set forth in the City’s notice. Unless emergency
circumstances exist, the City shall wait 30 days’ time from the date of its notice before the City
undertakes such corrective action.
The nature of the proposed special services within the proposed special service area is for
new construction and maintenance. Funds received from the proposed special service area by
the City may be used by the City or its designated contractor to pay for the special services.
At the hearing, there will be considered a special service area tax levy from time to time,
as determined by the Mayor and City Council, and an annual tax for providing such special
services in Special Service Area #12, in an amount to not to exceed 0.25% of the assessed value
of the Area – per annum. The maximum rate of taxes to be extended within the proposed special
service area in any year would not exceed 0.25% of the assessed value of the taxable real
property within the Area and the term of the proposed special service area would be perpetual,
with no maximum term or number of years, if the proposed special service area is established.
The proposed amount of the tax levy for special services for the initial year for which taxes would
be levied would be no more than $10,000.
All interested persons affected by the establishment of said Special Service Area #12 and
the levy of said tax, including all owners of real estate located within said Special Service Area,
will be given an opportunity to be heard at said hearing regarding the proposed establishment of
said backup Special Service Area and the levy of said tax and an opportunity to file objections to
the proposed establishment of said backup Special Service Area and the levy of said tax and the
amount thereof.
At said public hearing, any interested persons affected by said proposed back up Special
Service Area may file with the City Clerk of said City written objections to and may be heard orally
in respect to any issues embodied in this notice. The Mayor and City Council of said City shall hear
and determine all protests and objections at said hearing, and said hearing may be adjourned to
another date without further notice other than a motion to be entered upon the minutes fixing
the time and place of its adjournment.
If a petition signed by at least 51% of the electors residing within said Special Service Area
#12 and by at least 51% of the owners of record of the land included within the boundaries of
said Special Service Area #12 is filed with the City Clerk of said City within 60 days following the
final adjournment of said public hearing objecting to the creation of said Special Service Area
#12, the levy or imposition of a tax for the provision of special services to said Special Service
Area #12, or to a proposed increase in the tax rate, no such backup Special Service Area #12 may
be created, or tax may be levied or imposed nor rate increased.
By order of the Mayor and City Council of the City of McHenry, McHenry County, Illinois.
Dated this ____ day of _____________, 2021.
/signed/ __________________
Trisha Ramel, City Clerk
City of McHenry
McHenry County, Illinois
SECTION 5: That all ordinances, orders and resolutions and parts thereof in conflict
herewith be and the same are hereby superseded, and this ordinance shall be in full force and
effect forthwith upon its adoption and approval.
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Wayne Jett, Mayor Trisha Ramel, City Clerk
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
27
Exhibit A
Legal Description of the Subject Property
PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION;
THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET
(DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT‐OF‐WAY LINE OF
ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH
00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12
MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN
DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH
89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE SOUTH LINE THEREOF, 405.18 FEET TO THE
NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 98R00052114 FOR THE POINT OF
BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89
DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID
PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS
WEST ALONG THE EAST LINE THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST
100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF,
302.77 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89
DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90
DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS
WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST,
574.15 FEET) TO THE SOUTHERLY RIGHT‐OF‐WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURT
CASE 73‐3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT‐OF‐WAY LINE,
296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT‐OF‐WAY LINE,
400.78 FEET; THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF
THE EAST 755.70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF
MCHENRY PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT
THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04
MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST
QUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET
TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID
SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO.
98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT
2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO. 98R00052114, A DISTANCE OF
507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363‐2170
Fax: (815) 363‐2173
www.cityofmchenry.org
28
Exhibit B
Stormwater Management Report dated March 25, 2021 by V3 Company
PROJECT SITE:
MCHENRY - AUTHENTIX
EAST OF RICHMOND ROAD AND BLAKE ROAD
CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS
PREPARED FOR:
CONTINENTAL 523 FUND LLC
W134 N8675 EXECUTIVE PARKWAY
MENOMONEE FALLS, WISCONSIN 53051
PREPARED BY:
V3 COMPANIES
7325 JANES AVENUE
WOODRIDGE, ILLINOIS 60517
630.724.9200
MARCH 25, 2021
V3 Companies Project No. 20776
FINAL
STORMWATER
MANAGEMENT REPORT
TABLE OF CONTENTS
Section 1 - Storm Water Management Narrative
Section 2 - Storm Water Management Calculations
- Existing Curve Number
- Existing Time of Concentration
- Existing Win TR-20 Output (Drainage to the West)
- Proposed Runoff Coefficient
- Proposed Time of Concentration
- Proposed Curve Number
- Proposed Stage Storage Discharge
- Proposed Stage Storage Table
- Proposed Win TR-20 Output
Section 3 - Storm Water Exhibits
- Existing Tributary Area Exhibit
- Proposed Tributary Area Exhibit
- Proposed Pervious Area Exhibit
- ALTA/NSPS Land Title and Topographic Survey
Section 4 - General Exhibits
- Project Location Map
- Aerial Map
- USGS Topographic Map
- USGS Hydrologic Atlas
- FEMA FIRM
- Flood Zones of McHenry County, Illinois, Map
- National Wetland Inventory Map
- Soil Survey of McHenry County
Section 1
• Storm Water Management Narrative
Stormwater Management Report
for
McHenry - Authentix
East of Richmond Drive and Blake Road
City of McHenry, McHenry County, Illinois
OVERVIEW:
The proposed McHenry – Authentix development is located east of the intersection of Richmond Drive
and Blake Road, in the City of McHenry. The existing 20.60 +/- acre site is undeveloped farm land, with
limited foliage. The proposed site will provide stormwater detention for all onsite drainage, and also for
the future developed condition for the 7.58 +/- acres of farmland to the south. Under existing
conditions, the site generally drains from west to east, then sheet flowing across the residential
properties to the east. The property is located within the Upper Fox River watershed.
PROPOSED STORMWATER MANAGEMENT SYSTEM:
Continental Properties is proposing to develop the property with an apartment complex containing 12 2-
story apartment buildings, a clubhouse with pool, at-grade parking including garages, and associated
utility infrastructure. The project will also include a proposed detention basin located at the north end of
the site.
The existing 20.60-acre site is undeveloped farmland that drains via sheet flow from the west to the
east. The 7.58-acre parcel south of the project site not currently being developed also sheet flows from
west to east. Overall, the entirety of the property sheet drains across the residential properties on the
west side of Hazelwood Drive. An Existing Tributary Area Exhibit can be found in Section 3 of this report.
The proposed 20.60-acre project site is designed to drain into storm sewers that will convey stormwater
into the proposed detention pond to the north before being released to the northeast through a
restrictor structure. Overland overflow routes will also be provided to safely convey larger storm events
through the project site and to the detention basin. Based on discussions with the adjacent property
owner and the Village, the proposed detention basin has been designed to provide the required
detention volume for the 20.60 acre proposed development in addition to the roughly 7.58-acre
property to the south. Multiple storm sewer stubs have been provided at the south property line to
allow for the future connection of that property to the detention basin when the 7.58 acres to the south
is developed.
As reflected on the Proposed Pervious Area Exhibit in Section 3, the proposed development is 38.1%
pervious resulting in a proposed CN of 91. The detention basin was also designed based on the offsite
property to the south having a future development CN of 91. According to the McHenry County
Stormwater Management Ordinance the release rate requirements are 0.04 CFS/acre for the 2-year
storm event, and 0.15 CFS/acre for the 100-year storm event. With a total tributary area of 28.18 +/-
acres, the allowable detention basin release rate for the 2-year event is 1.13 cfs (28.18 * 0.04 = 1.13),
and the allowable release rate for the 100-year event is 4.23 cfs (28.18 * 0.15 = 4.23). The required
V3 Companies • 2
storage volume and release rates were analyzed with WIN-TR20 and those results can be found in
Section 2 of this report. The restrictor orifices were sized per the required release rates, resulting in a
two-stage restrictor structure to meet each release requirement. A 5.75” restrictor is provided at
elevation 786.00 for the 2-year 24-hour event, and a 7” restrictor is provided at elevation 788.00 for the
100-year 24-hour event. The resulting actual release rates are less than the allowable release rates as
summarized in the table below and the total storage capacity of the basin is 14.17 acre-ft.
Existing
Release Rate
Allowable
Release Rate
Actual Release
Rate
Design HWL Actual HWL
2- Year Storm 7.03 cfs 1.13 cfs 1.08 cfs 788.00 787.78
100-Year Storm 20.75 cfs 4.23 cfs 4.02 cfs 791.00 790.92
STORM SEWER DESIGN:
Proposed storm sewer will be designed for the 10-year 24-hour rainfall event as required by the
McHenry County Stormwater Management Ordinance.
EXISTING SOIL CHARACTERISTICS:
The soils on the project are predominantly 570A Martinsville Silt Loam, and 327B Fox Silt Loam with a
small area of 198A Elburn Silt Loam at the Northwest corner of the property per the Soil Survey of Cook
County.
EROSION CONTROL MEASURES:
A stabilized construction entrance will be installed at the west entrance location on Blake Road. Silt
fence will be installed along the perimeter of the proposed grading operations on the site and sediment
traps will be placed in all the existing and proposed storm manholes in and around the site that are
tributary to construction activities. The erosion control measures are reflected on the Erosion Control
Plans within the Engineering Plans. In addition, a Stormwater Pollution Prevention Plan (SWPPP) will be
prepared as required by the IEPA for NPDES SWPPP permitting.
CONCLUSION:
It is our opinion that the proposed stormwater management design conforms to the requirements of
McHenry County Stormwater Management Ordinance. The proposed improvements do not impact the
downstream storm water system or increase stormwater release from the project site.
570B
327B
570B
570C2
1626A
327C2
570B
570B
198A
327D2
327C2
570A
104A
219A
570A
327C2
323C3
570B
87B1153A
791B
570A
327B
570C2
153A
528A
172A
570A
528A
570B
323D3 344A
343A
219A
1330A
327D2
570B
528A 219A
570B
327D2
300 0 300 600Feet
³
ProjectLocation
N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX8_SOIL SURVEY_20776.mxd
CLIE NT:
BASE LAYER :DATE:
TITLE:
SITE :
Visio, Vertere, Virtute... "The Vision To Transform with Excellence"
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com
CR EATED BY:
SCA LE :
PROJEC T N O.:
8
EXHIBIT:
Authentix - Mchenry
McHenry Illinois
SOIL SURVEY OF MCHEN RY COUN TYILLINOIS
AERIAL IMAGERY (2019)
Continental 523 Fund LLC
W134 N8675 Executive Parkway
Menomonee Falls, Wisconsin 53051
20776
MSG
03/25/2021
See Scale Bar
ORDINANCE NO 21-
AN ORDINANCE AUTHORIZING THE MAYOR’S EXECUTION OF A DEVELOPMENT AGREEMENT
BETWEEN THE CITY OF MCHENRY AND CONTINENTAL 601 FUND LLC.
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City’s home rule powers and functions
as granted in the Constitution of the State of Illinois; and
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: The Authentix McHenry Development Agreement bearing the date of
June 7, 2021 between the City of McHenry and Continental 601 Fund LLC. is attached to this
ordinance and incorporated herein by reference as Exhibit “A”.
SECTION 2: The Mayor and City Clerk are hereby authorized to affix their signatures as
Mayor and City Clerk to said Agreement for the uses and purposes therein set forth.
SECTION 3: All Ordinance or parts thereof in conflict with the terms and provisions
hereof are hereby repealed to the extent of such conflict.
SECTION 4: This Ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 5: This Ordinance shall be in full force and effect from and after its passage,
approval, and publication in pamphlet form as provided by law.
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
Exhibit A
Development and Incentive Agreement between the City of McHenry and
Continental 601 Fund LLC. titled "Authentix McHenry Development
Agreement" dated June 7, 2021
1
AUTHENTIX MCHENRY DEVELOPMENT AGREEMENT
This AUTHENTIX MCHENRY DEVELOPMENT AGREEMENT (“Agreement”) made and entered
into this 7th day of June, 2021, (“Effective Date”) by and between the CITY OF MCHENRY, an Illinois
municipal corporation (hereinafter referred to as "CITY"), and CONTINENTAL 601 FUND LLC, a
Delaware limited liability company (“C601”).
RECITALS
A.C601 has a contract to purchase the property known as Lot 1 of the Final Plat of Subdivision of
Authentix at McHenry identified in EXHIBIT A consisting of approximately 20.6069 acres and is
attached hereto and made a part of this Agreement by reference, hereinafter referred to as the
"Subject Property" conditioned upon securing certain approvals from the CITY.
B.T he Subject Property is currently vacant and zoned C-5 Highway Commercial District, pursuant to
the City’s Zoning Ordinance.
C.T he Subject Property is to be rezoned as Integrated Design District, pursuant to the City’s Zoning
Ordinance.
D.T he Subject Property is part of a larger territory annexed and zoned under the Trust No. 4714
Annexation Agreement pursuant to Ordinance Nos. O-95-699 and O-95-700 recorded January 26,
1995 (“Annexation Agreement”).
E.The Annexation Agreement which includes the Subject Property expired by its terms on or about
January 26, 2015.
NOW, THEREFORE, in consideration of the mutual promises set forth herein and other good and
valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the CITY and
C601 hereby agree as follows:
1.Incorporation of Recitals. The foregoing recitals and all exhibits attached hereto shall be and are
hereby incorporated in this Paragraph I as if said recitals and exhibits were fully set forth herein.
2.Construction of Multi-Family Dwelling Units. C601 shall have the right to construct Multi-Family
Dwelling Units upon the Subject Property, including a clubhouse, pool and related amenities.
3.Maximum Number of Dwelling Units. The maximum number of Multi-Family Dwelling Units
permitted to be constructed on the Subject Property shall be 288 units (“Dwelling Units”).
4.Approval of Plans and Specifications. The City approves the plans and specifications identified on
EXHIBIT B attached hereto and incorporated by reference (collectively the “Plans ”). C601 agrees
to construct the Dwelling Units generally consistent with the approved Plans. Any change or
modification of the Plans that is determined to be minor shall be approved administratively by the
City Administrator without the necessity of amending this Agreement. Major amendments
represent substantial deviations from the Integrated Design District Plans approved by City
Council. Major amendments shall include changes in the following of greater than 5%: floor space,
lot coverage, height, setbacks, open space; changes in the location of buildings, open space,
plantings or parking. Any of the following deviations shall automatically be deemed Major
Amendments: Changes in uses, density, and/or changes in the circulation system. Any changes not
deemed major shall be considered minor. City Council which will be the final arbiter as to whether
the change or modification requires an amendment of this Agreement.
2
5.Permits and Plat. City and C601 acknowledge that a final subdivision plat of the Subject Property
shall be filed with the City on the terms herein. C601 shall not be required to file the plat prior t o
t he issuance of any site, grading, foundation or utility permits for t he Subject Property. The plat
must be recorded before the issuance of any building permits.
6.Back-Up Special Service Area . C601 is responsible for the maintenance of all the storm water
improvements on the Subject Property. In the event that C601 fails to properly maintain the storm
water improvements, C601 acknowledges that the CITY may, exercising its sole discretion and
without the obligation to do so establish a special service area ("SSA"), special assessment, or other
funding source (collectively, "Funding Mechanism") to secure and finance the operation and
maintenance of storm water improvements.C601 agrees to fully cooperate in the establishment and
administration of any Funding Mechanism selected by the CITY. Any SSA that is established shall
include a provision that requires the CITY to provide written notice to C601 of any failures or
deficiencies in the ongoing operation and maintenance of storm water improvements and a thirty
(30)day period for C601 to correct any such failures or deficiencies before the CITY may take any
steps to make such corrections pursuant to the SSA, unless emergency circumstances exist. The
parties agree that the maximum tax rate that may be levied pursuant to an SSA shall not exceed
0.25% of the assessed value of the Subject Property and shall be in addition to all other property
taxes including the City’s if the City elects to pass an SSA levy against the Subject Property. The
proposed amount of the tax levy for special services for the initial year for which taxes would be
levied would be no more than $10,000.
7.A draft of the Ordinance Proposing a Backup Special Service Area is attached hereto as EXHIBIT
E and C601 agrees to its adoption and the adoption of a future ordinance establishing said Special
Service Area, by the City after full Execution of this Agreement.
8.Infrastructure. The CITY acknowledges that C601 is not obligated to make any off -site
improvements to either the sanitary sewer system, the potable water system, the storm water
management system or the road system except as detailed below in sections 7a thru 7f. The parties
agree, however, that C601 may make the following improvements, at its cost, in order to
accommodate its development of the Subject Property:
a.Curbs. C601 shall perform curb removal and replacement and/or curb cuts as required to
accommodate its driveway configuration as provided on Page C4.4 of “Layout and Paving
P lan” of the Plans.
b.Off-site Road Improvements. C601 and the CITY mutually agree that Blake Drive is
currently in poor condition. C601 will be required to improve Blake Drive from Rte 31 to
the Subject Property with a 2.0” asphalt removal and 2.0” asphalt replacement as well as
reinstating the pavement markings and detector loops. This work shall be completed before
the issuance of the final occupancy permit for the last building to be constructed.
c.Water services. C601 may tap water mains and install water services as required to provide
individual water services to serve each building. These water services , to the maximum
extent practical and if installed on the far side from the water main will be installed by
directional drilling to avoid cuts in the finished pavement. Water services shall be installed
as provided on pages C6.0-C6.7 on “Utility Plans” of the Plans.
d.Water Main. C601 shall constr uct a public water distribution system which serves the site
in accordance with pages C6.0-C6.7 on “Utility Plans” of the plans.
e.Sanitary sewer services. Sanitary sewer services will generally be installed in accordance
with pages C6.0-C6.14 of the Plans.
f.Sanitary sewer. C601 shall construct a public sanitary sewer collection system whic h
serves the site in accordance with pa ges C6.0-C6.7 on “Utility Plans” of the plans.
3
Additionally, C601 shall be responsible to construct a public sanitary sewer extension from
the Rte 31/Blake Drive intersection to the Subject Property and shall restore the disturbed
area to original condition.
g.Public sidewalks. C601 shall install public sidewalks if required adjacent to the Subject
Property and dedicate same to the City in fee simple title by warranty deed and any other
documents reasonably requested by the City not subject to any encumbrance, easement,
mortgage, lien or covenant at no cost to the City. Installation shall be in accordance with
pages C4.4 “Layout and Paving Plan” of the Plans.
9.Capacity to Serve. The CITY acknnow1edges that there is currently sanitary sewer treatment plant
capacity and potable water supply available to serve the Dwelling Units. Water and sanitary
t reatment plant and main capacity are reserved for the term of this agreement and wi ll be made
available to the Subject Property.
10.Recapture Agreements. The CITY acknowledges that the Subject Property is not subject to any
existing recapture agreement and that any recaptures affecting the Subject Property have been fully
satisfied.
11.Temp orary Signage. The CITY agrees to issue permits, following receipt of proper applications
and fees, for a maximum of two (2) temporary advertising signs at locations identified on
EXHIBIT C attached hereto and incorporated by this reference. The signs may be two-sided or v-
shaped, a maximum of sixty-four (64) square feet in area, eight (8) feet in height and set back a
minimum of ten (10) feet from the property line. The signs shall be removed when C601 has
received its final certificate of occupancy.
12. Construction and Leasing Trailers.
a.Leasing Trailer. C601 shall be permitted, at the C601’s sole risk, to construct, maintain and
occupy a Leasing Trailer and to construct and maintain other appurtenant facilities for said
Leasing Trailer, C601 shall have the right to use said Leasing Trailer for sales, sales
promotions and offices for sales personnel, all as may be desirable or in any way connected
with the leasing of Dwelling Units on the Subject Property. The CITY agrees to allow
C601 to construct temporary parking facilities subject to the approval of the CITY and
compliance with all applicable codes of the CITY. Upon issuance of the certificate of
occupancy for the clubhouse, the Leasing Trailer shall be removed.
b.Construction Trailer. Construction trailer(s) used to build Dwelling Units shall be allowed,
at locations to be approved by the CITY. Upon the issuance of 100% of the certificates of
occupancy for the Dwelling Units the construction trailer(s) shall be removed.
13.Fees. C601 and CITY, acknowledge prior cash credits and fees associated with the Annexation
Agreement (which expired on or about January 26, 2015) have been completed and no fees remain
outstanding under the Annexation Agreement. C601 and the CITY hereby agree that C601 shall
only be obligated to pay to the CITY the fees as enumerated on EXHIBIT D attached hereto and
i ncorporated by this reference with the following exception.
a.C601 has represented that the proposed 288 dwelling units will have an average daily water
use of 23,424 gallons per day. The Combined Water and Sewer Capital Development Fees
in EXHIBIT D have been reduced based the representation made by C601. If during the
term of this agreement, the actual water use is determined by the City Administrator to vary
more than 5% from the 23,424 gallons per day, C601 shall pay the CITY an increased
Combined Water and Sewer Capital Development Fee based on the following formula:
Revised Fee = (Actual Water Use/23,424) x EXHIBIT D Fee. The average daily water use
shall be based on a 12-month rolling average. The CITY will have the right to add the
4
increased fee to the bi-monthly water bill and will reserve the right to shut-off water service
for non-payment.
14. Binding Effect and Term. This Agreement shall be binding upon and inure to the benefit of the
parties hereto, successor owners of record and their heirs, assigns, and lessees, and upon successor
municipal authorities of the CITY and successor municipalities for a period of five (5) years from
the date of execution hereof, and any extended time agreed to by written amendment to this
Agreement.
15. Amendment. This Agreement may only be amended by written instrument executed by all parties
hereto.
16. Notice and Default. Before any fa ilure of any party to this Agreement to perform its obligations
under this Agreement shall be deemed to be a breach of this Agreement, the party alleging the
breach shall provide notice to the party alleged to be in default specifying the nature of said default,
and thirty (30) days elapses from the receipt of said default notice without the default being cured.
Notice shall be in writing and delivered via certified mail, addressed as follows:
If to CITY:
City of McHenry
Attn: City Administrator
333 S. Green Street
McHenry, IL 60050
If to C601:
Continental 601 Fund LLC
Attn: Legal Department
W134 N8675 Executive Parkway
Menomonee Falls, WI 53051
17. Ordinance Changes. Except as otherwise specified herein, all ordinances of the CITY and other
applicable jurisdictions as amended from time to time or modified per the IDD approval shall apply
to the Subject Property, C601 and all successors and assigns in title. To the extent that the CITY
ordinances and design requirements conflict with the improvements described in the Plans, the
Plans shall be considered to control and supersede and supplant all ordinances and codes of the
CITY which might conflict with the Plans.
18. Acqu isition Contingency. C601 asserts that as of the execution date of this Agreement, C601 is
not the owner, but is the contract purchaser of the Subject Property and in order for C601 to
undertake the obligations to be performed by C601 as set forth in this Agreement, C601 must
complete the purchase of the Subject Property and be the fee simple owner of the Subject Property.
Accordingly, C601’s rights and obligations under this Agreement are contingent upon C601’s
acquisition of the fee simple interest in the Subject Property. Upon written notice from C601 to the
CITY that C601 will not acquire the fee simple interest in the Subject Property and request to
terminate this Agreement, this Agreement and all obligations and liabilities hereunder shall so
terminate and be null and void and of no further force and effect. Upon C601’s acquisition of fee
title to the Subject Property, C601 shall provide the CITY with written notice of its acquisition of
the Subject Property.
5
(Balance of this page intentionally left blank.)
6
IN WITNESS WHEROF, the parties hereto have executed this Agreement as of the date indicated above.
C601:
CONTINENTAL 601 FUND LLC,
a Delaware limited liability company
By: CONTINENTAL PROPERTIES COMPANY, INC.,
a Wisconsin corporation
By: _______________________________________ Legal Department Review: _____
Daniel J. Minahan, President
Agreement executed by Buyer this ___ day of ________, 2021.
STATE OF WISCONSIN )
) ss:
COUNTY OF WAUKESHA )
The foregoing instrument was acknowledged before me this ___ day of ________________, 2021, by
Daniel J. Minahan as president of Continental Properties Company, Inc., Manager of Continental 561
Fund LLC.
Witness my hand and official seal:
NOTARY SEAL
____________________________________
Notary Public
My commission expires: ________________
7
CITY:
CITY OF MCHENRY, ILLINOIS
By: ____________________________
Name: _________________________
Title: __________________________
and
By: ____________________________
Name: _________________________
Title: __________________________
STATE OF ILLINOIS )
) ss:
COUNTY OF MCHENRY )
I, the undersigned, a Notary Public in and for the County and State aforesaid, do hereby certify that
_________________ and _______________, personally known to me to be the City Mayor and
_____________________ respectively, of the CITY OF MCHENRY, and personally known to me to be
the same persons whose names are subscribed to the foregoing Development Agreement, appeared before
me this day in person and severally acknowledged that they signed and delivered said Development
Agreement as such Mayor and ________________ of said City, as their free and voluntary acct, and as
the free and voluntary act and deed of said Village, for the uses and purposes therein set forth.
Given under my hand and official seal, this ______ day of ______________, 2021.
NOTARY SEAL
____________________________________
Notary Public
My commission expires: ________________
8
TABLE OF EXHIBITS
EXHIBIT A Lot 1 of the Final Plat of Subdivision of Authentix At McHenry
EXHIBIT B Approved Plans and Specifications
EXHIBIT C Temporary Marketing Signage
EXHIBIT D Fee Schedule
EXHIBIT E Draft Ordinance Proposing the Establishment of SSA #12
STATE OF ILLINOIS )
)
COUNTY OF MCHENRY )
C E R T I F I C A T I O N
I, Monte Johnson, do hereby certify that I am the duly appointed, acting and qualified Deputy City Clerk
of the City of McHenry, McHenry County, Illinois, and that as such City Clerk, I am the keeper of the
records of said City of McHenry.
I do hereby further certify that at a regular meeting of the Mayor and Aldermen of the City of McHenry,
held on the _____ day of _____________, 2021, an agreement was approved between the City of
McHenry and ____________________ for the Authentix McHenry Development.
I do further certify that the original, of which the attached is a true and correct copy, is entrusted to me as
the Clerk of said City for safekeeping, and that I am the lawful custodian and keeper of the same.
GIVEN under my hand and seal this ____ day of _________, 2021.
____________________________
Monte Johnson, Deputy City Clerk City of McHenry,
McHenry County, Illinois
EXHIBIT A
Lot 1 of the Final Plat of Subdivision of Authentix At McHenry
FIR 5/8"FIR 5/8"FIP 1"FIP 1/2"FIP 3/4"FIP 3/4"FIP 3/4"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 3/4"FIP 3/4"FIR 5/8"P.O.C.SW. COR.OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8
SOUTHERLY R.O.W. LINE OFF.A. ROUTE 21 AS PER CIRCUITCOURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR. DOC.2000R0060046W. LINE OF THE OAKS
OF McHENRY PHASE 2
PER DOC. 1999R0031334SE. COR.OF LOT 2C
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(N00°06'39"W)(574.15')(S57°19'14"E)(296.12')(S65° 39' 38"E)(400.78')(S62°05'03"E)(132.39')(S00°04'30"E)(1090.14')(S89°35'18"W)(1458.85')(N00°06'45"E)(507.00')(N89°35'18"E)(528.84')(N00°06'19"W)(100.30')(N00°06'14"W)(302.77')(S89°53'39"E)(198.02')(N89° 35' 18"E)(405.18')(N00°04'57"E)
(507.00')(N89° 35' 18"E)(42.72')[N89° 28' 57"E][40.00'][N89° 28' 57"E][N89°28'57"E][N00°12'40"W][N00°12'35"W][S90°00'00"E][N00°13'00"W]
THE OAKS OF McHENRY PHASE 2
DOC. 1999R0031334McHENRY COMMONS SUBDIVISIONMcHENRY COMMONSSUBDIVISION 2THE OAKS OF McHENRY PHASE 1 DOC. 90R46649LOT 3RUBLOFF TOWNECENTRE SUBLOT 2RUBLOFF TOWNECENTRE SUBLOT 2LOT 113OUTLOT A334142OUTLOT B123122121120119118117116115114104103OUTLOT ALOT 6110' PUBLIC & MUNICIPALEASEMENT PER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENT PER DOC. 35107920' UTILITY EASEMENTPER DOC. R90 046649DOC. 87R004057LOT D10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'
6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.150.
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'LOT 5STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATED PER DOC. 2001R0013473FCCFIP 3/4"FIP 1"FIP 1"FIP 3/4"FIP 1"FIR 3/8"FIP 3/4"FIR 1/2"FIR 5/8"FIR 5/8"FIR 5/8"50.00'10' EASEMENT GRANTED TO NORTHERN ILLINOIS GASCOMPANY DOC. 77755 AS SHOWN ON RUBLOFF TOWNECENTRE SUBDIVISION DOC. 2001R001347312' P.U.E. PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R001347330' BUILDING SETBACK LINE15' PARKING SETBACK LINE30' BUILDING SETBACK LINE
15' PARKING SETBACK LINE DOC 2001R0013473DOC 2001R0013473N00°05'08"E 574.15'S57°07'27"E 296.12'S65°27'51"E 400.78'S61°53'16"E132.39'S00°07'17"W 1090.12'S89°46'51"W 1458.85'N00°18'32"E 507.02'N89°46'51"E 528.84'N00°05'28"E100.33'N00°05'33"E 302.77'S89°41'52"E 198.02'STORMWATER MANAGEMENTEASEMENTHEREBY GRANTED30' BUILDING SETBACK LINE
15' PARKING SETBACK LINE
S00°18'32"W 182.46'N89°46'51"E 269.06'S82°42'03"E 186.45'N89°46'51"E 832.77'300.16'77.39'
789.96'170.97'357.87'508.45'N89°41'30"E304.36'N74°37'57"E152.03'S89°54'51"E279.70'12' P.U.E. PER DOC.
2001R0013473
ACCESS EASEMENTHEREBY GRANTED24'
24'28'28'ACCESS EASEMENTHEREBY GRANTEDFIR 5/8"0.18' N0.11' WBENT WEST0.29' S'LY0.71' W'LY0.14' N'LY0.22' W'LY@ CORNER@ CORNER0.44' WON LINE0.20' W@ CORNERON LINEON LINE0.80' S0.16' N0.36' N0.10' NON LINE0.14' N0.30' S &ON LINE0.13' W0.41' S &0.92' W0.18' N &0.08' W0.09' W0.20' N &0.06' W0.14' N &ON LINE(60' PUBLIC ROAD AND R-O-W)(60' PUBLIC ROAD
AND R-O-W)
(60' PUBLIC ROAD
AND R-O-W)080 40 80 160 320REVISIONSDATENO. DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2180'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-24-21VP04.1THE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 42°21'30.99516" NLONGITUDE: 88°15'49.76303" WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.P.I.N. 09-23-400-004 09-23-400-031PROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHSECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEU.E. UTILITY EASEMENTINFORMATION TAKEN FROM DEEDMEASURED DATUMP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTEXCEPTION TO BLANKET EASEMENT[CALC](REC)MEAS.ETBERECORD DATUMFOUND IRON RODFOUND PK NAILSET IRON PIPEFOUND IRON PIPEFIPSIPFIRFPKCB CHORD BEARINGA ARC LENGTHR RADIUSFOUND CUT CROSSFCCSET MAG NAILSMGEXISTING RIGHT-OF-WAY LINE104PROPOSED LOT NUMBERADJOINING LOT NUMBER 1. SUBDIVIDED LOTS AND EXTERIOR BOUNDARY CORNERSSHALL BE MONUMENTED WITH 3/4'' IRON PIPES WITHPLASTIC CAPS, UNLESS SHOWN OTHERWISE, INCONFORMANCE WITH STATE STATUTES AND LOCALSUBDIVISION CONTROL ORDINANCES WITHIN 12 MONTHSOF RECORDATION OF THE PLAT.SET CONCRETE MONUMENTSCMLOTNUMBERAREA INSQ.FT.AREA INACRES1 897,638 20.60692 481,916 11.0633TOTAL THISSUBDIVISION1,379,55431.6702V3 Companies, Ltd.7325 Janes AvenueWoodridge, IL 60517630-724-9200Project Manager : Chuck Bartoszcbartosz@v3co.comContinental 561 Fund LLCW134 N875 Executive ParkwayMenomonee Falls, WI 53051262 502 5500Contact: V3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Ryan Wagner, P.E.rwagner@v3co.comBenjamin Lang
REVISIONSDATENO. DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2280'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-25-21VP04.1STATE OF ILLINOIS )) SSCOUNTY OF DUPAGE )THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188,HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY:PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRDPRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAIDSECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINETHEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THEEAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TOSAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWESTCORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGTHE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED INDOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGSAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINETHEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET);THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED =SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06MINUTES 39 SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE201 AS DESCRIBED IN CIRCUIT COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAIDSOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2,BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF,RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEASTQUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE,1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISIONOF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THEEAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO.98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.I FURTHER CERTIFY THAT ALL REGULATIONS ENACTED BY THE CITY OF MCHENRY RELATIVE TO PLATSAND SUBDIVISIONS HAVE BEEN COMPLIED WITH IN THE PREPARATION OF THIS PLAT.I FURTHER CERTIFY THAT THE ANNEXED PLAT IS A CORRECT REPRESENTATION OF SAID SURVEY ANDSUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. PERMANENTMONUMENTS WILL BE SET AT ALL LOT CORNERS, EXCEPT WHERE CONCRETE MONUMENTS AREINDICATED.I FURTHER CERTIFY THAT THE ABOVE DESCRIBED AREA FALLS IN ZONE X, AREAS OF MINIMAL FLOODING,PER FIRM MAP NUMBER 17111C0207J, EFFECTIVE DATE NOVEMBER 16, 2006.DATED THIS ____ DAY OF ___________, A.D., 20___.______________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022.V3 COMPANIES LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.cbartosz@v3co.comPART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.SURVEYOR'S AUTHORIZATION CERTIFICATEI, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188, DO HEREBY AUTHORIZETHE CITY OF MCHENRY, OR THEIR AGENTS, TO FILE WITH THE MCHENRY COUNTY RECORDER'S OFFICETHE PLAT OF SUBDIVISION KNOW AS AUTHENTIX AT MCHENRY, BEING A SUBDIVISION OF PART OF THESOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPALMERIDIAN, IN MCHENRY COUNTY, ILLINOIS.___________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR #3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022V3 COMPANIES LTDPLANNING AND ZONING COMMISSION CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF MCHENRY )I HEREBY CERTIFY THAT ON ____________________, 20____ THE ANNEXED PLAT WAS PRESENTED TOAND DULY APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF MCHENRY ANDTHAT SAID PLAT CONFORMS IN ALL RESPECTS TO THE REQUIREMENTS OF THE SUBDIVISIONCONTROL AND DEVELOPMENT ORDINANCE OF THE CITY OF MCHENRY, ILLINOIS.___________________________________________PLANNING AND ZONING COMMISSION CHAIRMANOWNER'S SCHOOL CERTIFICATESTATE OF ILOINOIS )) SSCOUNTY OF ________ )THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, ALL OF THE LAND LOCATED WITHIN THISPLAT OF SUBDIVISION IS LOCATED WITHIN MCHENRY ELEMENTARY SCHOOL DISTRICT 15 AND MCHENRYHIGH SCHOOL DISTRICT 156.DATED THIS ______ DAY OF _______________, 20____.BY:__________________________________________ OWNERCOUNTY CLERK' S CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF MCHENRY )I, _________________________, COUNTY CLERK OF MCHENRY COUNTY, ILLINOIS, DO HEREBY CERTIFYTHAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NO UNPAIDFORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THEANNEXED PLAT (MC-90-527)GIVEN UNDER MY HAND AND SEAL AT WOODSTOCK, MCHENRY COUNTY, ILLINOIS THIS ______ DAY OF_______________, 20____ .______________________________[COUNTY CLERK SEAL] COUNTY CLERKSTORMWATER MANAGEMENT EASEMENT PROVISIONSA NON-INCLUSIVE STORMWATER CONTROL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TOTHE CITY OF MCHENRY ("CITY") FOR ALL AREAS HEREON PLATTED AND DESIGNATED AS "STORMWATERMANAGEMENT EASEMENT", FOR A STORMWATER CONTROL FACILITY TO BE MAINTAINED BY THE OWNEROF SAID FACILITY IN ACCORDANCE WITH CITY ORDINANCES AND APPROVED ENGINEERING PLANS. SAIDEASEMENT SHALL FURTHER GRANT AND ALLOW THE CITY, ITS CONTRACTORS AND OR ASSIGNS, THERIGHT TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND OPERATE STORMSEWER PIPES AND STRUCTURES WITHIN SAID EASEMENT AND TO CONVEY STORMWATER WITHIN ANYSAID STORM SEWERS. NO ENCROACHMENT OF ANY KIND SHALL BE ALLOWED WITHIN SAID EASEMENTUNLESS THE CITY HAS DETERMINED THAT SAID ENCROACHMENT SHALL NOT INTERFERE WITH THEPROPER FUNCTIONING OF SUCH FACILITY, SUCH AS GARDENS, SHRUBS AND OTHER LANDSCAPINGMATERIAL.THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ENTER WITH PERSONNEL ANDEQUIPMENT UPON SAID EASEMENT AT ANY TIME FOR THE PURPOSES OF ACCESS TO AND INSPECTIONOF THE STORMWATER MANAGEMENT FACILITIES LOCATED WITHIN SAID EASEMENT. IF THE OWNER FAILSTO MAINTAIN SAID FACILITIES AND, AFTER RECEIPT OF NOTICE FROM THE CITY OF SAID FAILURE, THEOWNER FAILS TO MAKE REQUIRED REPAIRS IN A REASONABLE PERIOD OF TIME, THE CITY MAY MAKETHE REQUIRED REPAIRS AND SEEK REIMBURSEMENT FROM THE OWNER FOR THE COSTS INCURRED BYTHE CITY TO MAKE THE REPAIR AND/OR FILE A LIEN ON THE PROPERTY. NO CHANGES SHALL BE MADETO SURFACE IN THE STORMWATER MANAGEMENT EASEMENT AREAS WITHOUT PRIOR APPROVAL OFTHE CITY ENGINEER.3188PROFESSIONALSURVEYORSTATE OFILLINOISLAND3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDOWNER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED ABOVE AND THAT NOOTHER PERSON HAS ANY RIGHT, TITLE, OR INTEREST IN SAID LAND, AND THAT SAID OWNERS HAS CAUSEDTHE SAME HEREBY SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES AND PURPOSESTHEREIN SET FORTH, AND TO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLETHEREON INDICATED.DATED THIS ______ DAY OF _________________________________, A.D., 20 ____._____________________________________________________NAME_____________________________________________________ADDRESSNOTARY PUBLICSTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )I, __________________________________________, A NOTARY PUBLIC IN AND FOR THE RESIDING IN THECOUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT _______________________________ PERSONALLYKNOWN TO ME HEREBY AS SUCH OWNER(S) APPEARED BEFORE ME THIS DAY IN PERSON ANDACKNOWLEDGED THAT HE/THEY SIGNED AND DELIVERED THE PLAT AS HIS/THIER FREE AND VOLUNTARY ACTFOR THE USES AND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF ____________________, A.D., 20 ____._____________________________________________________NOTARY PUBLICMY COMMISSION EXPIRES: _____________________________P.I.N. 09-23-400-004 09-23-400-031ACCESS EASEMENT PROVISIONSAN EASEMENT IS HEREBY GRANTED ACROSS LOT 1 TO THE OWNERS OF LOT 2 AS SHOWN HEREON,THEIR SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES FOR PERPETUAL PEDESTRIAN USE,ENJOYMENT, PEDESTRIAN INGRESS AND EGRESS, AND ALSO FOR THE PERPETUAL VEHICULAR ACCESSAND VEHICULAR INGRESS AND EGRESS OVER THE PAVED ROADWAY WITHIN SAID LOT 1. LOT 1 SHALLNOT BE USED BY SAID OWNERS, SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES IN AMANNER THAT WOULD BLOCK OR RESTRICT THE ACCESS AND FREE FLOW OF TRAFFIC TO LOT 2PLATTED HEREON. AN EASEMENT IS ALSO HEREBY GRANTED TO THE PUBLIC UTILITY COMPANIES ANDTHE CITY OF MCHENRY FOR PERPETUAL VEHICULAR CROSS - ACCESS AND VEHICULAR INGRESS ANDEGRESS.SURFACE WATER DRAINAGE CERTIFICATEOWNER: ENGINEER:STATE OF___________ ) STATE OF ILLINOIS )) SS ) SSCOUNTY OF _________ ) COUNTY OF DUPAGE )I,__________________________, OWNER, AND I, _________________________, PROFESSIONAL ENGINEEROF THE STATE OF ILLINOIS, DO HEREBY CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEFTHE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THISSUBDIVISION OR ANY PART THEREOF, OR, IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED,REASONABLE PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTOPUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACEWATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERINGPRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OFTHE CONSTRUCTION OF THE SUBDIVISION. (MC-89-491)DATED THIS ______ DAY OF _______________, 20____.____________________________________ ___________________________________ OWNER PROFESSIONAL ENGINEER OF ILLINOIS [ENGINEER'S SEAL]CITY ENGINEER'S CERTIFICATESTATE OF ILLINOIS )) SS COUNTY OF MCHENRY )I, _________________________ CITY ENGINEER OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFYTHAT THE LAND IMPROVEMENTS DESCRIBED IN THE ANNEXED PLAT, AND THE PLANS ANDSPECIFICATIONS, IF ANY, MEET THE MINIMUM REQUIREMENTS OF SAID CITY.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS, THIS ____ DAY OF ____________, 20____.[ENGINEER'S SEAL] __________________________CITY ENGINEERCITY CLERK' S CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF MCHENRY )I, _________________________, CITY CLERK OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFY THATTHE ANNEXED PLAT WAS PRESENTED TO AND BY RESOLUTION DULY APPROVED BY THE CITYCOUNCIL OF SAID CITY AT ITS MEETING HELD ON ____________________, 20____, THAT ALLDEDICATIONS TO THE CITY OF MCHENRY, ILLINOIS DEPICTED THEREON WERE ACCEPTED BY THE CITYCOUNCIL ON SAID DATE, AND THAT THE REQUIRED BOND OR OTHER GUARANTEE HAS BEEN POSTEDFOR THE COMPLETION OF THE IMPROVEMENTS REQUIRED BY THE REGULATIONS OF SAID CITY.(MC-93-594)IN WITNESS THEREOF, I HAVE HERETO SET MY HAND AND SEAL OF THE CITY OF MCHENRY, ILLINOIS,THIS ______ DAY OF _______________, 20____.[CITY SEAL] _____________________________CITY CLERKCITY COLLECTOR'S CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF MCHENRY )I, _________________________, CITY COLLECTOR OF THE CITY OF MCHENRY, ILLINOIS DO CERTIFY THATTHERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS OR ANYDEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OF LANDINCLUDED IN THE PLAT.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS THIS ____ DAY OF ____________, 20____ ._____________________________CITY COLLECTOR
EXHIBIT B
Approved Plans and Specifications
“Overall Site Plan Authentix –McHenry Final Engineering” dated May 12, 2021
“Landscape Construction Documents” dated April 22, 2021
“Conceptual Elevations, Floor Plans, and Imagery” dated January 4, 2021
Various Engineer Plans dated May 27, 2021**
**Note: The footer date listed in plans (in the file location listed under the Drawing No.) is referenced in
lieu of the original issue date.
NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.EEEE
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TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473LOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R001347312011911811711611511410410OUTLOTWATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCEDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'ONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E.
PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E.
PER DOC. 2001R0013473
0.08' W0.18' N10"6""12"8"6"15"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINBUILDINFENCE X0 43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCE15' PARKING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK
30' BUILDING SETBACK
15' PARKING SETBACK
30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK
15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK
30' BUILDING SETBACK
L24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BGROUNDSBUILDING12G12G8G8G8G15' PARKING SETBACK
30' BUILDING SETBACK
RS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALRS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALEESTATEDISTRICTC-5HIGHWAYCOMMERCIALC-5HIGHWAYCOMMERCIAL18.5'24'18.5'11'18.5'24'18.5'9'9'9'STORMWATERMANAGEMENTEASEMENT1028412382831262491272829211212211112584581211197453911329279957195313611118124281132633121512372160.7'60'92.5'MAIL KIOSKTRASH ENCLOSUREPET PARKRETAINING WALL (TYP.)RETAINING WALL (TYP.)RETAINING WALL (TYP.)N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 OverallSite20776.dwg5/12/2021OVERALL SITE PLAN
AUTHENTIX - MCHENRY
1" =060 6060'30PARKING SUMMARYREQUIRED SPACES (PER 288 UNITS)STANDARD SPACES = 596ACCESSIBLE SPACES= 12TOTAL SPACES = 608PROPOSED SPACES - FOR UNITSSTANDARD SPACES = 479ACCESSIBLE SPACES = 19GARAGE SPACES = 48TOTAL SPACES = 546PARKING RATIO = 1.90 / UNITPROPOSED SPACES - CLUBHOUSESTANDARD SPACES = 15ACCESSIBLE SPACES = 2TOTAL SPACES = 17TOTAL SPACES PROVIDED = 563
Authentix McHenry - Conceptual IDDJanuary 4, 2021CONCEPTUAL ELEVATIONS, FLOORPLANS, AND IMAGERY1. Clubhouse Elevations (Front and Rear)2. Clubhouse Elevations (Left and Right)3. L24A Elevations (Front and Rear)4. L24A Elevations (Left and Right)5. L24A First Floor Plan6. L24A Second Floor Plan7. L24A Elevations (Front and Rear)8. L24A Elevations (Left and Right)9. L24A First Floor Plan10. L24A Second Floor Plan11. Detached Garage Elevations + Floor Plan12. Grounds Maintenance building Elevations + Floor Plan 13. Mail Kiosk Elevations + Floor Plan14. Sample Clubhouse Imagery15. Efficiency Unit Axons16. 1 BR Unit Axons17. 2 BR Unit Axons18. 3 BR Unit Axons
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DETACHED
*MAIL KIOSK DIMENSIONS MAY VERY BASED ON LOCAL USPS REQUIREMENTS
Authentix McHenry - Conceptual IDDJanuary 4, 2021SAMPLE CLUBHOUSE IMAGERY
Authentix McHenry - Conceptual IDDJanuary 4, 2021EFFICIENCY UNIT AXONSSF UNITSR UNIT
Authentix McHenry - Conceptual IDDJanuary 4, 20211BR UNIT AXONS1F UNIT1R UNIT
Authentix McHenry - Conceptual IDDJanuary 4, 20212BR UNIT AXONS2-2F UNIT2-2R UNIT2-1F UNIT2-1R UNIT
Authentix McHenry - Conceptual IDDJanuary 4, 20213BR UNIT AXONS3-2F UNIT3-2R UNIT
8"6"6"6"8"12"12"N89° 46' 51"E 528.84'N00° 05' 28"E100.33'0.09' W0.08' W0.18' NO010'N10"6""10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.CONC. WALKAAA15' PARKING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACKL24BBLDG 1AL24ABLDG 3BL24ABLDG 4AS BUILDING
15' PARKING SETBACK30' BUILDING SETBACKTTTPOOL
34.03'
33.51'41.40'73.46'
36.30'152.16'83.81'64.00'40.08'69.72'75.31'
96.41'R18' (TYP)R3' (TYP)R3'R3'R3'R25'R25'R4'R4'R3'R20'R20'R20'R3'R20'R4'R4'R4' (TYP)R430'18.5'
(TYP)
24'18.5'
(TYP)9'(TYP)25'18.5'(TYP)24'18.5'9'9.5'9.5'
9'
(TYP)
9'9'9.5'18.5'(TYP)24'18.5'(TYP)9'
(TYP)5'5'5'5'5'5'
3.5'
3.5'
(TYP)5'5'5'
3.5'3.5' (TYP)5'3.5'3.5'5'5'5'5'
5'5'9'(TYP)9'(TYP)9'9'9'
9'
(TYP)18.5'(TYP)24'18.5'(TYP)4'4'FLAGPOLES,LIGHTING TO BEPROVIDED BYOTHERS4' HIGH DECORATIVE FENCE,SEE PLANS BY OTHERS FORDETAILSR4'(TYP)R200'R5'R10'R30'R25'R8'R13'R364'STOP SIGNMONUMENT SIGNR103.5'R98.5'R205'R15'R15'R100'R105'R216.5'R213'R101.5'R105'R18.2'R21.8'R24' ACCESSEASEMENTPATIO (TYP)SEE ARCHITECTURALPLANS FOR DETAILSPET PLAYGROUND WITH 4' HIGHDECORATIVE PUPPY PICKETFENCE, SEE PLANS BY OTHERSFOR DETAILSWATER ROOM (TYP)ACCESSIBLE PARKINGSIGN (TYP)SPECIAL FLUSH CURB ANDADA DETECTABLE WARNINGS (TYP)PATIO (TYP)SEE ARCHITECTURALPLANS FOR DETAILSPOOL DECK DESIGNBY OTHERSPOOL DESIGN BY OTHERSMALL KIOSK.SEE ARCHITECTURALPLANS FOR DETAILSR5'R10'R50'R45'R143'R148'R3'R3'R148'R3'R3'R25'R50'R100'R125'R125'5'R5'R5'CROSSWALK (TYP)AIR COMPRESSORPADS, (TYP)R3'R3'R45'25'B-B3.5'CONNECT TO EX. SIDEWALKAT NEAREST JOINT4" PAINTED YELLOW STRIPE6" PAINTEDWHITE DASH6" PAINTED WHITE STRIPEDEPRESSEDCURB (TYP)6'
(TYP)CURB LEGENDB6.12 REGULAR PITCH CURB AND GUTTERB6.12 REVERSE PITCH CURB AND GUTTERSPECIAL FLUSH CURB AND GUTTERCONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C. CONCRETE PAVEMENT WITH (6X6 / W2.9XW2.9) W.W.F.4" AGGREGATE BASE COURSE (CA6)4" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVATE)PAVEMENT LEGEND1.5" HOT MIX ASPHALT SURFACE COURSE, MIX D, N502.25" HOT MIX ASPHALT BINDER COURSE, IL-19, N50PRIMECOAT PER ARTICLE 4.6 OF IDOT STANDARDSPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION10" AGGREGATE BASE COURSE (CA6)3" HOT MIX ASPHALT SURFACE COURSE, MIX D, N506" AGGREGATE BASE COURSE (CA6)BITUMINOUS PEDESTRIAN PATHHEAVY DUTY BITUMINOUS PAVEMENT1.5" HOT MIX ASPHALT SURFACE COURSE, MIX D, N503" HOT MIX ASPHALT BINDER COURSE, IL-19, N50PRIMECOAT PER ARTICLE 4.6 OF IDOT STANDARDSPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION10" AGGREGATE BASE COURSE (CA6)NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.5. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 4' UNLESS OTHERWISE NOTED.6. SEE PLANS BY OTHERS FOR RETAINING WALLDESIGN.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.1 Lay20776.dwg5/27/2021LAYOUT AND PAVING PLAN -AREA 4AUTHENTIX - MCHENRY 0.36' NAAAL24BBLDG 1AL24ABLDG3B3BL24ABLDG4AS BUILDING T34.03'
33.51'41.40'114114114483.81'64.00'40.08'8'888008000004404''888000000004448880000044448888000000444440 0869.72'75.31'
1''1'1'999666.6.4.4441411111R18' (TYP)R18' (TYP)R18' (TYP)R18 (TYP)R18 (TYP)R18 (TYP)R18 (TYP)()()R3' (TYP))R3'R3'R3'R3'R3'R3'R3'R3'R3R3R3R3R3R3R4' (TYP))R430'18.5'
(TYP)((TYP)
24'18.5'
(TYP)(TYP)9'))(TYP)(()18.5'(TYP)(TYP)24'18.5'9'9.5'9.5'5
9'
(TYP)))(
9'9'9.5'18.5'18 5(TYP)24'18.5'(TYP)9'
)))(TYP)PP()(5'5'555''555555'5555555555555'55555555'5555'5555555'555'5555555555'555'55555'555''
3.5'
3.5'
(TYP)(TTTYYTPYYPPP)P(((TTTYYYPPPP))))(TTTYYYYYYPPP)((TTTYYYYPPP))
5'555555555555
3.5'3.5'(TYP)((TTTYYYYPP)(TTTYYYPPP)))PPPYYY(TTPPP)))TYYYY(TTT(TYP)9'(TYP))(()9'(TYP)(()R4'R4'R4R4R4R4(TYP)(TYP)(TYP)(TYP)(TYP)(TYP)(TYP)(TYP)(TYP)()()R364'R18.2'R21.8'R218'R24' ACCESS24' ACCESS24' ACCESS24' ACCESS24 ACCESS24 ACCESSEASEMENTEASEMENTEASEMENTEASEMENTEASEMENTEASEMENTWATER ROOM (TYP)ACCESSIBLE PARKINGSIGN (TYP)SPECIALFLUSHCURB ANDA DETECTABLEWARNINGS (TYP)TYP)RALAILSMALL KIOSK.SEE ARCHITECTURALSPLANS FOR DETAILSR125'R5'R5'CROSSWALK (TYP)CROSSWALK (TYP)CROSSWALK (TYP)CROSSWALK (TYP)COSS ( )CROSSWALK (TYP)R COMPRESSORPADS, (TYP)R3'R3''5''2552222BBBB-B-BBBBB3.5'DEPRESSEDCURB (TYP)CURB (TYP)CURB (TYP)CURB (TYP)CURB (TYP)CURB (TYP)CURB (TYP)CURB (TYP)CURB (TYP)()()6'
(TYP)8"8"8"8"12"121212"1212° 0°000°°0000°000°00N0005' 28"E3333333333333333333333333100.33'0.09' W0 08' WW0.08 W0.08 W0 18' N0 18' N0.18 N018N010'NPOLEW/ 3.5' ARM N-S0.49' SBIT.WALKSETBACKILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15'PAARKKINGGSEETBACCKK15PPAAAARNNNSEEEETTAACCCKKCCAATTBEGSNNGIIRRKAP5CCCATTTSSGGGINRKAAA'1115' PARKING SETBACKTPOOL'''5'5'2525252522225'5'5'3.5'35'33 55'5553355335553.53.5
5'55555'55555555555'4' HIGHDECORATIVE FENCE,SEE PLANS BY OTHERS FORDETAILSR200'R103.5'R98.5'R205'00'R105'R216.5'R213'R101.5'R105'PATIO (TYP)SEE ARCHITECTURALPLANS FOR DETAILSPFPET PLAYGROUND WITH 4' HIGHDECORATIVE PUPPY PICKETFENCE, SEE PLANS BY OTHERSFOR DETAILSADAPATIO (TSEE ARCHITECTUPLANS FOR DETAPOOL DESIGN BYOTHERSR5'R10'R50'0R45'R143''R148'R3'R3'R148'R3''R3'R25'R50'R100'R125'5'AIR45'R45'R45'R45'R45'R45R45CONNECTTO EX.SIDEWALKAT NEAREST JOINTERERX6 / W2.9XW2.9) W.W.F.TE))NDSE, MIX D, N50SE, IL-19, N50STANDARDCONSTRUCTIONE, MIX D, N50THVEMENTSE, MIX D, N50IL-19, N50STANDARDCONSTRUCTIONATA6"66"66"6N89° 46' 51"E 528.84'10"106""10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R0013473POLEW/ 3.5' ARM N-S0.91' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473CONC. W15' PARKING 30' BU15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACKT73.46'
''36.3033'0
152.16'R25'R25R25R25'R25R25R25R4'R4'R3'R20'R20'R20'R3'R20'R4'R4'5'555'555'55''55
5'5'555'55555555555
5'555555555'555'5'55'55555555'5559'9'9'
9'
(((TYP))()))(18.5'(TYP)(TYP)24'18.5'(TYP)()4'4'FLAGPOLES,LIGHTING TO BEPROVIDED BYOTHERSR5'R10'R30'R25'R25R8'R13'STOP SIGNOPMONUMENT SIGNR15'R15'R10POOL DECK DESIGNBY OTHERS4" PAINTED YELLOW STRIPEWT6" PAINTEDWHITE DASH6" PAINTED WHITE STRIPECURB LEGENDB6.12 REGULAR PITCH CURB ANDGUTTEB6.12 REVERSE PITCH CURB ANDGUTTESPECIALFLUSH CURB AND GUTTERCONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C. CONCRETE PAVEMENT WITH (6X4" AGGREGATE BASE COURSE (CA6)4" P.C.CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVAT(PAVEMENT LEGEN1.5" HOT MIX ASPHALT SURFACECOURS2.25" HOT MIX ASPHALT BINDERCOURSPRIMECOAT PER ARTICLE 4.6 OFIDOT SSPECIFICATIONS FOR ROAD & BRIDGE C10" AGGREGATE BASE COURSE (CA6)3" HOT MIX ASPHALT SURFACE COURSE6" AGGREGATE BASE COURSE (CA6)BITUMINOUS PEDESTRIAN PATHEAVY DUTY BITUMINOUS PAV1.5" HOT MIX ASPHALT SURFACECOURS3" HOT MIX ASPHALT BINDER COURSE, PRIMECOAT PER ARTICLE 4.6 OFIDOT SSPECIFICATIONS FOR ROAD & BRIDGE C10" AGGREGATE BASE COURSE (CA6)W0EEXTNSSSCETVSSCSEE SHEET C4.2SEE SHEET C4.51" =030 3030'15KEY MAPN.T.S.AREA 4
GPPM MONITOREEEEEEEEEGGEEGGTPTPTPTPTP#6050STORM INLETRIM=791.32FILLED WITH DEBRIS#6202STORM INLETRIM=789.88IE 12" RCP E=785.08IE 10" PVC W=785.38#5966STORM INLETRIM=792.59IE 24" RCP N=786.59IE 12" CPP S=786.59IE 10" CPP SW=787.89#6120STORM MHRIM=793.55IE 10" CPP E=788.00IE 12" PVC W=788.45IE 12" PVC SW=788.40#5758STORM INLETRIM=794.00IE 12" CPP N=787.96IE 12" CPP S-787.96IE 12" CPP W=788.05IE 12" PVC SW=788.78#5908STORM INLETRIM=794.41IE 12" CPP N=791.51IE 10" RCP S=791.69#5736STORM INLETRIM=792.42UNABLE TO OPEN#5697STORM INLETRIM=792.26IE 12" CPP E=790.46#20121SANITARY MHRIM=794.15IE 8" PVC N=788.05#20197STORM INLETRIM=792.46IE 12" RCP S=789.06#20203STORM INLETRIM=792.33IE 12" RCP N=789.631#21765SANITARY MHRIM=788.03IE 8" PVC E=777.03#22172STORM INLETRIM=794.24IE 10" RCP N=792.098"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2PER DOC. 1999R003133460046(N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')[N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:STATE OF ILOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARD12011911811711611511410410OUTLOT OWNER:MCHENRYWATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCEDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'150.00'175.00'ONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E.PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E.PER DOC. 2001R00134730.08' W0.18' N50.00'10"6""12"8"6"15"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINBUILDINFENCE X043'EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEAAAAAAL24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BGROUNDS
BUILDING12G 12G8G8G8GTTTTTTTTTTTTTPOOL8" WM C-9008" WM8" WM C-9008" WM C-9008" WM C-9008" WM C-9008" WM C-9008" PVC SANITARY8" PVC SANITARY8" PVC SANITARY8" PVC SANITARYCONNECT TOEXISTING SANITARYCONNECT TOEXISTING8" WATERMAINSTUBCONNECT TOEXISTING12" WATERMAINSTUBST 3-45ST 3-39ST 3-44ST 3-35ST 3-36ST 3-48ST 3-47ST 3-10ST 3-38ST 3-34ST 3-43ST 3-11ST 3-42ST 3-46ST 3-13ST 3-49ST 3-33ST 3-32ST 3-31ST 3-41ST 3-40ST 3-12ST 3-30ST 4-22ST 4-23ST 4-21ST 3-14ST 3-15ST 3-20ST 3-16ST 4-4ST 2-54ST 2-67ST 2-48ST 3-57ST 3-55ST 3-53ST 3-29ST 3-28ST 3-27ST 2-29ST 2-53ST 2-62ST 3-58ST 2-51ST 2-66ST 2-61ST 2-60ST 2-35ST 2-34ST 2-33ST 2-38ST 3-26ST 2-63ST 3-54ST 3-52ST 2-65ST 2-68ST 2-69ST 2-39ST 2-58ST 2-59ST 2-14ST 2-50ST 3-9ST 3-7ST 2-13ST 1-21ST 1-20ST 1-19ST 2-20ST 3-17ST 3-19ST 2-56ST 2-55ST 2-49ST 2-30ST 2-36ST 2-37ST 2-23ST 3-6ST 3-5ST 3-8ST 1-16ST 1-17ST 2-31ST 3-37ST 3-23ST 2-12ST 2-52ST 2-70ST 1-15ST 1-18ST 4-14ST 4-3ST 4-29ST 1-22ST 3-18ST 2-64ST 2-40ST 3-56ST 2-57ST 2-19ST 2-10ST 2-9ST 2-7ST 2-6ST 2-18ST 2-17ST 2-22ST 2-45ST 3-25ST 3-24ST 4-25ST 4-26ST 3-60ST 4-10ST 1-9ST 1-8ST 1-7ST 1-10ST 3-4ST 3-3ST 3-22ST 4-15ST 4-16ST 4-17ST 3-51ST 2-32ST 4-20ST 2-11ST 2-8ST 2-15ST 2-16ST 4-19ST 4-28ST 2-5ST 2-21ST 1-6ST 4-24ST 3-2ST 1-5ST 1-4ST 2-46ST 2-47ST 4-13ST 2-72ST 2-73ST 2-71ST 4-9ST 2-2ST 2-27ST 2-26ST 2-28ST 1-13ST 3-21ST 2-4ST 2-25ST 2-24ST 1-3ST 1-11ST 2-44ST 2-43ST 2-42ST 2-41ST 1-14ST 2-74ST 2-1ST 3-59ST 2-77ST 2-76ST 2-75ST 4-2ST 3-1ST 4-27ST 4-18ST 4-7ST 4-1ST 4-8ST 4-5ST 4-12ST 4-11ST 4-6ST 1-2ST 1-1ST 5-1FES 5-1FES 4-1FES 5-2FES 1-1FES 2-1FES 3-1FH 1FH 2FH 3FH 4FH 5FH 6FH 7FH 8FH 9VV 1VV 2VV 3VV 4VV 5VV 6NOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIES IMMEDIATELY.2. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”3. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.0 OverallUtil20776.dwg5/27/2021OVERALL UTILITY PLANAUTHENTIX - MCHENRY 1" =060 6060'30
SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756OWNER:STATE OF IL(S00° 13' 00"E 574.15')75.24')(S00° 13' 00"E 574.15')N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53132.39150.00'175.00'0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WCIRCUIT COURT CASE NO. 73-375638 LF - 12" RCP@ 2.61%NOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.2. UNDERGROUND UTILITY INFORMATION IS BASEDON ATLAS INFORMATION AND AVAILABLEINFORMATION PRESENTED AT THE TIME OFSURVEY. CONTRACTOR TO CALL "JULIE"(1-800-892-0123) TO COORDINATE FIELDLOCATIONS OF EXISTING UNDERGROUNDUTILITIES BEFORE ORDERING MATERIALS ORCOMMENCING CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.3. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”4. ST 4-5, 4-6, 4-11, 4-12 SHALL BE NEENAH R-2502WITH TYPE G LID OR APPROVED EQUAL.5. SEE DETAIL ON SHEET C7.2 FOR NYOPLAST AREADRAIN WITH 12" DIAMETER PEDESTRIAN GRATE.6. DOWNSPOUT CONNECTION TO BE 6" HDPE AT1.00% MINIMUM SLOPE. SEE DOWNSPOUT DETAILON SHEET C7.07. SANITARY SEWER CLEANOUTS TO BE 6"DIAMETER.8. SEE STRUCTURE TABLES FOR SEWER ANDWATER MAIN ON SHEET C6.6-C6.79. STORM AND SANITARY SEWER CROSSING ABOVEWATER MAIN SHALL BE WATER MAIN QUALITYPIPE 10' EACH SIDE OF PIPE OR WATER MAIN TOBE SLEEVED AS APPLICABLE (SEE CROSSINGDETAIL ON SHEET C6.6).10. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.S61° 53132.390.14' NLY0.22' W38 LF - 12" RCP8 LF @ 2.61%@ 2.61%N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021UTILITY PLAN - AREA 1AUTHENTIX - MCHENRY SEE SHEET C6.31" =030 3030'15SEE SHEET C6.2KEY MAPN.T.S.AREA 1
GPPM MONITOREEEEEEEEEGGEEGGTPTPTPTP#6050STORM INLETRIM=791.32FILLED WITH DEBRISIE 10 PVC W=785.38#5966STORM INLETRIM=792.59IE 24" RCP N=786.59IE 12" CPP S=786.59IE 10" CPP SW=787.89#6120STORM MHRIM=793.55IE 10" CPP E=788.00IE 12" PVC W=788.45IE 12" PVC SW=788.40#5758STORM INLETRIM=794.00IE 12" CPP N=787.96IE 12" CPP S-787.96IE 12" CPP W=788.05IE 12" PVC SW=788.78#5736STORM INLETRIM=792.42UNABLE TO OPEN#5697STORM INLETRIM=792.26IE 12" CPP E=790.46#20121SANITARY MHRIM=794.15IE 8" PVC N=788.0597ET46068"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"8"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473STEELRAILBOLLARD(TYP.)TRASHCOMPRESSORHIGH 1 STORYCONC. BLOCK &BRICKBUILDING(N00° 12' 35"W 1170.03')(N90° 00' 00"W 198.02')(S00° 12' 35"E 302.77')(S00° 13' 00(N90° 00' 00"W 198.02')(S17° 19' 13"W(S00° 12' 35"E 521.61')E 100.30')(N90° 00' 00"W 383.65')(S00° 00' 00"E 46.44')(N17° 19' 13"E 32.30')(N17° 1N00° 05'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'ONLINE& 0.14' N0.06' W& 0.20' N0.09' WPER DOC.2001R001347312' P.U.E.PER DOC. 2001R00134736"12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.BIT.AAL24ABLDG 3BL24ABLDG 4AL24ABLDG 5AGROUNDS BUILDING
TTVV 6FH 9ST 3-32ST 3-31ST 3-30ST 4-22ST 4-23ST 4-21ST 4-4ST 3-28ST 3-27ST 3-26ST 3-7ST 3-17ST 3-6ST 3-5ST 3-23ST 4-3ST 4-29ST 3-18ST 3-25ST 3-24ST 4-25ST 4-26ST 3-60ST 3-4ST 3-3ST 3-22ST 4-28ST 4-24ST 4-2ST 3-1ST 4-27ST 4-1FES 4-1FES 72 LF - 30" HDPE@ 0.92%30 LF - 30" HDPE@ 0.84%22 LF - 12" HDPE@ 0.50%35 LF - 12" HDPE@ 0.48%68 LF - 10" HDPE@ 0.65%52 LF - 10" HDPE@ 1.17%159 LF - 24" HDPE@ 0.57%43 LF - 10" HD@ 0.630 LF - 10" HD@ 0.940 LF - 12" @ 72 LF - 15" HDPE@ 0.36%354 LF - 6" HDPE@ 1.51%70 LF - 10" HDPE@ 0.66%70 LF - 10" HDPE@ 0.67%117 LF - 24" HDPE@ 0.43%18 LF - 6" HDPE@ 1.03%17 LF - 6" HDPE@ 1.03%13 LF - 6" HDPE@ 48.70%69 LF - 6" HDPE@ 1.01%59 LF - 6" HDP@ 1.35%78 LF - 10" HD@ 0.65%40 LF - 10" HDPE@ 0.65%34 LF - 6" HDPE@ 4.51%38 LF - 6" HDPE@ 7.52%52 LF - 6" HDPE@ 0.95%24 LF - 6" HDPE@ 2.63%22 LF - 6" HDPE@ 1.43%53 LF - 6" HDPE@ 1.13%180 LF - 24" HDPE@ 0.47%61 LF - 30" HDPE@ 0.90%44 LF - 12" RCP@ 0.50%CO 3CO 14CO 5SMH 10C01C08C07C03C02C05C06C41C10C04C096" WATERSERVICE8"x6"x8" TEE8"x6"x8"TEE6" WATERSERVICE8"x6"x8"TEE6" SANITARYSERVICE6" SANITARYSERVICE6" SANITARYSERVICEWYECONNECTION(TYP)WYECONNECTION(TYP)33 LF - 12" HDPE@ 0.51%ST 4-30REPAIR PAVEMENT (SEE BELOW)VB 5VB 4VB 148" DIWM8" DIWMNOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.2. UNDERGROUND UTILITY INFORMATION IS BASEDON ATLAS INFORMATION AND AVAILABLEINFORMATION PRESENTED AT THE TIME OFSURVEY. CONTRACTOR TO CALL "JULIE"(1-800-892-0123) TO COORDINATE FIELDLOCATIONS OF EXISTING UNDERGROUNDUTILITIES BEFORE ORDERING MATERIALS ORCOMMENCING CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.3. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”4. ST 4-5, 4-6, 4-11, 4-12 SHALL BE NEENAH R-2502WITH TYPE G LID OR APPROVED EQUAL.5. SEE DETAIL ON SHEET C7.2 FOR NYOPLAST AREADRAIN WITH 12" DIAMETER PEDESTRIAN GRATE.6. DOWNSPOUT CONNECTION TO BE 6" HDPE AT1.00% MINIMUM SLOPE. SEE DOWNSPOUT DETAILON SHEET C7.07. SANITARY SEWER CLEANOUTS TO BE 6"DIAMETER.8. SEE STRUCTURE TABLES FOR SEWER ANDWATER MAIN ON SHEET C6.6-C6.79. STORM AND SANITARY SEWER CROSSING ABOVEWATER MAIN SHALL BE WATER MAIN QUALITYPIPE 10' EACH SIDE OF PIPE OR WATER MAIN TOBE SLEEVED AS APPLICABLE (SEE CROSSINGDETAIL ON SHEET C6.6).10. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION."W 198.02')(S00° 13' 00"W 198.02')N00° 05'° 13' 00° 13' 0052E 198.02W 198.0W 198.0ONLINE& 0.14' NAAL24ABLDG3B3BL24ABLDG4AL24ABLDG5AGROUNDS BUILDINGT
VV 6FH 9FST 3-323ST 3-31S33333-ST 3-3033333ST 3-28ST 3-2723ST 3-26ST 3-7ST 3-17ST 3-6ST 3-5ST 3-23ST 4-29ST 3-18ST 3-255ST 3-24S2ST 4-255ST 4-26T ST 3-60ST 3-4ST 3-33SST 3-228ST 4-242ST 3-1ST 4-27ST 4-1FES 4-1FES 72 LF - 30" HDPE2 LF -@ 0.92%@ 0.92%30 LF -0 LF -0 LF - 30" HDPE0 LF -@ 0.84%@ 0.84%@ 0.84%@ 0.84%35 LF -12" HDPE5 LF -@ 0.48%68 LF - 10" HDPE8 LF -@ 0.65%@ 0.65%52 LF -10" HDPE2 LF -@ 1.17%159 LF - 24" HDPE59 LF @ 0.57%43 LF -3 LF -3 LF -10" HD3 LF -@ 0.6@ 0.6@06@0630 LF -0 LF -0 LF -10" HD0 LF -@ 0.9@ 0.9@ 0.9@09@0940 LF -0 LF -0 LF - 12" 0 LF -@@ @@@2 LF - 15" HDPE72 LF -2 LF -@ 0.36%@ 0.36%@ 0.36%3354 LF - 6" HDPE4 LF @ 1.51%@ 1.51%70 LF - 10" HDPE0 LF -@ 0.66%@ 0.66%70 LF -10" HDPE0 LF -@ 0.67%8 LF -6" HDPE18 LF 8 LF @ 1.03%@ 1.03%@ 1.03%17 LF - 6" HDPE7 LF @ 1.03%@ 1.03%13 LF -6" HDPE3 LF @ 48.70%48.70%69 LF - 6" HDPE9 LF @ 1.01%@ 1.01%59 LF 9 LF 9 LF -6" HDP9 LF @ 1.35%78 LF -8 LF -8 LF -10" HD8 LF -@ 0.65%40 LF -0 LF -0 LF -10" HDPE0 LF -@ 0.65%4 LF -6" HDPE34 LF 4 LF @ 4.51%38 LF - 6" HDPE8 LF @ 7.52%@ 7.52%2 LF -6" HDPE2 LF @ 0.95%53 LF -6" HDPE3 LF @ 1.13%@ 1.13%61 LF -30" HDPE1 LF -@ 0.90%44 LF - 12" RCP4 LF @ 0.50%%CO 3O333COCO 14CO 5OSMH 100C01C08C07C03C02CC00C00C05C06C41CC10C04C096" WATERSERVICE8"x6"""x8" TEE8"x6"x8"TEE6" WATERSERVICE8"x6"x8"TEE6" SANITARYSERVICE6" SANITARYRSERVICEC6" SANITARYSERVICEWYECONNECTION(TYP)WYECONNECTION(TYP)33 LF -12" HDPE3 LF -@ 0.51%VB 5VB 4VB 14VVB8" DIWM88" DIWM8WMGPPM MONITOREEEEEEEEEGGTPTPTP#6050 INLET=791.32DEBRIS#5966STORM INLETRIM=792.59IE 24" RCP N=786.59IE 12"CPP S=786.59IE 10" CPP SW=787.89#6120RM MH793.55788.00788.45788.40#5758INLET794.00787.96787.96788.05788.78#5736INLET792.42 OPEN#5697INLET792.26790.468"8"12"111121212"121212"8"886"6610"00"1101010"101010"101015"151512"112128"888"88888888"88"15"1515""LOT 3RUBLOFF TOWNELCENTRE SUBEDOC 2001R0013473COWNER:ADVANCE REAL ESTMGMT LLCSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORR(N90° 00' 00"300"E 30EEE' 35" 33(S00° 12((001230003027002' 35"E 302 77')77')77')777727333303023033 3 3111"E"E"E"5"5"10"01101022222' 32'32' 221210"10101010S00000000000S0S010"10"001(N90° 00' 00"(S17° 19' 13"W'13131'19'18"8"88881.61')61')(S00° 12' 35"E 521312'33"E5221111161.12152112"1212112112200""(7)7)7)7)02.7702.77020222777)77772.72.72215"5"151511111551515022E 100.30')MONITMONI(N17(N17(N17° 19°19°19' 13'13'13"E "E"E323232.30'30'30'))(N17° 1((((((NN00° 05' 28"E100.33'N00° 05' 33"E302.77'NS89 41 500 0000 000.06' W& 0.20' N0.09' WPER DOC.2001R001347312' P.U.E.PER DOC. 2001R001347303BIT.BIT.TST 4-222ST 4-233232ST 4-21ST 4-4ST 4 4ST 4-3-SST 4-2828ST 4-222 LF -12" HDPE2LF-@ 0.50%@ 0.50%3@117 LF - 24" HDPE17 LF @ 0.43%@ 0.435@24 LF -6" HDPE4 LF @ 2.63%@ 2.63%22 LF - 6" HDPE2 LF @ 1.43%@ 1.43%180 LF - 24" HDPE80 LF @ 0.47%@ 0.47%ST 4-30MENT (SEE BELOW)WW)""583@@GGEETPTPTPSTORMRIM=FILLEDWITH DIE 10 PVC W=785.38STORRIM=IE 10" CPP E=IE 12" PVC W=IE 12"PVC SW=STORM RIM=7IE 12" CPP N=7IE 12"CPP S-7IE 12" CPP W=7IE 12" PVC SW=7STORM RIM=UNABLETO#STORM IRIM=7IE 12" CPP E=7#20121SANITARY MHRIM=794.15IE 8" PVC N=788.0597ET4606OWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFFTOWNECENTRE SUBDOC 2001R0013473HIGH 1 STORYCONC. BLOCK &BRICKBUILDING(N00° 12' 35"W 1170.03')(N90° 00' 00"W 383.65')(S00° 00' 00"E 46.44')6"12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473REPAIR PAVE=DR77777#I77EEN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021UTILITY PLAN - AREA 2AUTHENTIX - MCHENRY SEE SHEET C6.1SEE SHEET C6.4SEE SHEET C6.31" =030 3030'15KEY MAPN.T.S.AREA 2
#21765SANITARY MHRIM=788.03IE 8" PVC E=777.03W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8W. LINE OF THE OAKS OF McHENRY PHASE 2PER DOC. 1999R0031334OWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARD116115114104OUTLOTOWNERMCHENEDGE OF TREES10' UTILITYEASEMENTPER DOC. 1999R0031334S61° 53' 16"E132.39'90.12'ON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXBUFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WSBM #2NO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODFENCEWOODFENCEWOODFENCEL24ABLDG 4AL24ABLDG 6BL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11A12G12G8GTTTTTTTVV 4VV 5FH 5FH 6FH 7FH 8FH 9ST 2-54ST 2-67ST 2-48ST 3-55ST 3-53ST 3-28ST 3-27ST 2-29ST 2-53ST 2-62ST 3-58ST 2-51ST 2-66ST 2-61ST 2-60ST 2-35ST 2-34ST 2-33ST 2-38ST 3-26ST 2-63ST 3-54ST 3-52ST 2-65ST 2-39ST 2-58ST 2-59ST 2-50ST 3-7ST 1-19ST 2-49ST 2-36ST 2-37ST 2-23ST 3-65ST 1-16ST 1-17ST 2-52ST 1-15ST 1-18ST 2-64ST 2-9ST 2-7ST 2-6ST 2-17ST 2-22ST 2-45ST 3-60ST 1-7ST 3-4ST 3-3ST 3-51ST 2-8ST 2-16ST 2-5ST 2-21ST 1-6ST 3-2ST 1-5ST 1-4ST 2-46ST 2-47ST 2-72ST 2-73ST 2-71ST 2-2ST 2-27ST 2-26ST 2-28ST 3-21ST 2-4ST 2-25ST 2-24ST 1-3ST 2-44ST 2-43ST 2-42ST 2-41ST 1-14ST 2-74ST 2-1ST 3-59ST 2-77ST 2-76ST 2-75ST 3-1ST 4-27ST 1-2ST 1-1ST 5-1FES 5-1FES 4-1FES 5-2FES 1-1FES 2-1FES 3-1PE%30 LF - 30" HDPE@ 0.84%F - 10" HDPE17%43 LF - 10" HDPE@ 0.67%30 LF - 10" HDPE@ 0.94%40 LF - 12" HDPE@ 0.42%64 LF - 12" HDPE@ 0.50%72 LF - 15" HDPE@ 0.36%23 LF - 6" HDPE@ 3.08%30 LF - 6" HDPE@ 1.12%58 LF - 15" HDPE@ 0.41%57 LF - 15" HDPE@ 1.01%50 LF - 15" HDPE@ 1.04%73 LF - 15" HDPE@ 1.61%49 LF - 18" HDPE@ 1.74%73 LF - 18" HDPE@ 1.46%33 LF - 15" HDPE@ 0.36%27 LF - 15" HDPE@ 0.36%51 LF - 18" HDPE@ 0.30%26 LF - 18" HDPE@ 0.35%68 LF - 18" HDPE@ 0.47%40 LF - 18" HDPE@ 0.77%17 LF - 6" HDPE@ 1.55%23 LF - 6" HDPE@ 1.01%21 LF - 6" HDPE@ 1.03%28 LF - 6" HDPE@ 1.03%15 LF - 10" HDPE@ 0.66%31 LF - 6" HDPE@ 1.00%12 LF - 6" HDPE50 LF - 12" HDPE@ 0.58%60 LF - 12" HDPE@ 0.50%18 LF - 12" HDPE@ 0.54%63 LF - 12" HDPE@ 0.53%48 LF - 10" HDPE@ 0.98%18 LF - 12" HDPE@ 0.54%62 LF - 12" HDPE@ 0.53%48 LF - 12" HDPE@ 0.88%57 LF - 12" HDPE@ 0.52%70 LF - 30" HDPE@ 0.50%47 LF - 30" HDPE@ 0.53%76 LF - 30" HDPE@ 0.65%112 LF - 30" HDPE@ 0.61%110 LF - 30" HDPE@ 1.04%31 LF - 30" HDPE@ 0.89%54 LF - 30" HDPE@ 0.65%73 LF - 10" HDPE@ 0.82%26 LF - 12" RCP@ 0.00%38 LF - 12" RCP@ 2.61%45 LF - 6" HDPE@ 1.12%55 LF - 6" HDPE@ 1.10%59 LF - 6" HDPE@ 1.95%45 LF - 10" HDPE@ 1.49%45 LF - 12" HDPE@ 0.51%79 LF - 6" HDPE@ 0.99%44 LF - 10" HDPE@ 0.64%64 LF - 6" HDPE@ 1.00%58 LF - 6" HDPE@ 1.14%- 6" HDPE@ 48.70%51 LF - 6" HDPE@ 1.00%45 LF - 6" HDPE@ 1.02%43 LF - 6" HDPE@ 1.02%23 LF - 6" HDPE@ 0.92%15 LF - 6" HDPE@ 2.70%19 LF - 6" HDPE@ 1.03%19 LF - 6" HDPE@ 1.04%26 LF - 6" HDPE@ 0.77%E%46 LF - 10" HDPE@ 0.74%87 LF - 6" HDPE@1.08%58 LF - 10" HDPE@ 0.63%75 LF - 10" HDPE@ 0.63%41 LF - 10" HDPE@ 0.66%59 LF - 6" HDPE@ 1.35%78 LF - 10" HDPE@ 0.65%40 LF - 10" HDPE@ 0.65%54 LF - 6" HDPE@ 1.00%58 LF - 10" HDPE@ 0.64%40 LF - 10" HDPE@ 0.65%59 LF - 24" HDPE@ 1.16%44 LF - 10" HDPE@ 0.53%59 LF - 6" HDPE@ 1.02%55 LF - 6" HDPE@ 1.01%77 LF - 10" HDPE@ 0.65%33 LF - 10" HDPE@ 1.02%19 LF - 6" HDPE@ 1.01%34 LF - 6" HDPE@ 1.01%15 LF - 6" HDPE@ 1.01%61 LF - 30" HDPE@ 0.90%CPCO 8CO 4CO 6CO 11SMH 11CO 12CO 7SMH 12SMH 13C0807C55C27C26C24C23C25C21C20C18C17C16C15C14C12C13C11C10C19C09C226" WATERSERVICE6" WATERSERVICE8"x6"x8" TEE8"x6"x8"TEE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE8"x8"x8" TEE8"x6"x8"TEE8"x6"x8" TEE8"x6"x8" TEE8"x6"x8" TEE8"x6"x8"TEE8"x6"x8"TEE6" WATERSERVICEC56C576" SANITARYSERVICE6" SANITARYSERVICE6" SANITARYSERVICE6" SANITARY SERVICE6" SANITARYSERVICE6" SANITARYSERVICEWYECONNECTION(TYP)VB 11VB 12VB 8VB 7VB 5VB 6VB 48" DIWM8" DIWMNOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.2. UNDERGROUND UTILITY INFORMATION IS BASEDON ATLAS INFORMATION AND AVAILABLEINFORMATION PRESENTED AT THE TIME OFSURVEY. CONTRACTOR TO CALL "JULIE"(1-800-892-0123) TO COORDINATE FIELDLOCATIONS OF EXISTING UNDERGROUNDUTILITIES BEFORE ORDERING MATERIALS ORCOMMENCING CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.3. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”4. ST 4-5, 4-6, 4-11, 4-12 SHALL BE NEENAH R-2502WITH TYPE G LID OR APPROVED EQUAL.5. SEE DETAIL ON SHEET C7.2 FOR NYOPLAST AREADRAIN WITH 12" DIAMETER PEDESTRIAN GRATE.6. DOWNSPOUT CONNECTION TO BE 6" HDPE AT1.00% MINIMUM SLOPE. SEE DOWNSPOUT DETAILON SHEET C7.07. SANITARY SEWER CLEANOUTS TO BE 6"DIAMETER.8. SEE STRUCTURE TABLES FOR SEWER ANDWATER MAIN ON SHEET C6.6-C6.79. STORM AND SANITARY SEWER CROSSING ABOVEWATER MAIN SHALL BE WATER MAIN QUALITYPIPE 10' EACH SIDE OF PIPE OR WATER MAIN TOBE SLEEVED AS APPLICABLE (SEE CROSSINGDETAIL ON SHEET C6.6).10. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.#21765SANITARY MHRIM=788.03IE 8" PVC E=777.03W. LINE OF E. 75555.70' OF SE 1/4 OF SEC. 23-45-8W. LINE OF THE OAKS OF McHENRY PHASE 2PER DOC. 1999R0031334OWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARD116115114104OUTLOTOWNERMCHENEDGE OF TREES10' UTILITYEASEMENTPER DOC. 1999R0031334S61° 53' 16"E132.39'90.12'0.44' WAT CORNERAT CORNERA411414446"624"20"2012" x 3" x 30"6612" x 100x 100EXISTINGTINAA LININAA LINBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXBUFENCE XN17.34' W.FENCE X0.41' EFENCE XF0.11' WSBM #2NO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODFENCEWOODFENCEWOODFENCE8GTVV 4FH 5FFH 6F1-167T 1-15151511ST 1-181S111ST 1-7ST 1-6HEHEST 1-5ST 1-44T 2-73ST 1-3ST 1-14ST 2-744ST 1-2ST 1-1ST 5-15SFES 5-1FES 5-22FES 1-1F- 12" HDPE2%0 LF - 30" HDPE70 LF -0 LF -@ 0.50%7 LF -30" HDPE47 LF -7 LF -@ 0.53%76 LF - 30" HDPE6 LF -@ 0.65%112 LF - 30" HDPE12 LF @ 0.61%110 LF - 30" HDPE10 LF @ 1.04%31 LF -30" HDPE1 LF -@ 0.89%@ 0.89%54 LF -30" HDPE4 LF -@ 0.65%E%26 LF -12" RCP6 LF @ 0.00%@ 0.00%38 LF - 12" RCP8 LF @ 2.61%@ 2.61%E%19 LF -6" HDPE9 LF @ 1.04%%26 LF - 6" HDPE6 LF @ 0.77%@ 0.77%- 6" HDPE@ 1.00%@ 1.00%6" HDPE%%SMH 13SC55TERCE8"x8"x8" TEE8"x6"x8"TEE8"x6"x8" TEE8"x6"x8"TEEC56C578" DIWM0.14' NLY0.22' W7BL24BBLDG12AL24ABLDG8BL24BBLDG 11A12G12GTTTFH 7FST 2-54-TST 2-67-67ST 2-48T 2-29STSTST 2-53ST 2-622ST 2-515ST 2-662ST 2-6161-T SST 2-6026T 2-352STT ST 2-34ST 2-33ST 2-63ST 2 633ST 2-65-6ST 2-58ST 2-59ST 2-50TST 1-19ST 2-49STST 2-363TTTTTT ST ST 1-1T 2-522STTSTSSTST 2-64T TSSST 2-9ST 2-7ST 2-6ST 2-45ST 2-8ST 2-16ST 2-5-21ST 2-46246T222ST 2-47STTTS77SSSSTST 2-4ST 2-72SST 2-71ST 2-2ST 2-27SST 2-26SST 2-28ST 2-4ST 2-24S2-422-42ST STST 2-4111ST 2-1766ST 2-7SST-7ST 2-75FES 2-158 LF - 15" HDPE8 LF -@ 0.41%57 LF -15" HDPE7 LF -@ 1.01%50 LF -15" HDPE0 LF -@ 1.04%@ 1.04%73 LF -15" HDPE3 LF -@ 1.61%49 LF - 18" HDPE9 LF -@ 1.74%73 LF - 18" HDPE3 LF -@ 1.46%@ 1.46%33 LF - 15" HDPE3 LF -@ 0.36%27 LF - 15" HDPE7 LF -@ 0.36%51 LF - 18" HDPE1 LF -@ 0.30%26 LF -18" HDPE6 LF -@ 0.35%68 LF -18" HDPE8 LF -@ 0.47%@ 0.47%40 LF -18" HDPE0 LF -@ 0.77%17 LF - 6" HDPE7 LF @ 1.55%@ 1.55%23 LF -6" HDPE3 LF @ 1.01%@ 1.01%21 LF -6" HDPE1 LF @ 1.03%@ 1.03%28 LF - 6" HDPE8 LF @ 1.03%@ 1.03%15 LF - 10" HDPE5 LF -@ 0.66%@ 0.66%31 LF -6" HDPE1 LF @ 1.00%@ 1.00%12 LF - 6" HDPE2 LF - 6" HDP50 LF -12" HDPE0 LF -@ 0.58%HDPE0.54%0.54%63 LF -12" HDPE3 LF -@ 0.53%48 LF - 10" HDPE8 LF -@ 0.98%18 LF - 12" HDPE8 LF -@ 0.54%DPE88%88%57 LF -7 LF -@ 0.5273 LF - 10" HDP3 LF -@ 0.82%@ 0.82%45 LF - 6" HDPE5 LF @ 1.12%@ 1.12%55 LF - 6" HDPE5 LF @ 1.10%@ 1.10%59 LF - 6" HDPE9 LF @ 1.95%@ 1.95%45 LF - 10" HDPE5 LF -@ 1.49%@ 1.49%45 LF - 12" HDPE5 LF -@ 0.51%@ 0.51%9 LF - 6" HDPE79 LF 9 LF @ 0.99%4 LF -10" HDPE44 LF -4 LF -@ 0.64%64 LF -6" HDPE4 LF @ 1.00%58 LF - 6" HDPE8 LF @ 1.14%43 LF - 6" HDPE3 LF @ 1.02%23 LF -6" HDPE3 LF @ 0.92%@ 0.92%15 LF -6" HDPE5 LF @ 2.70%%19 LF -6" HDPE9 LF @ 1.03%@ 1.03%46 LF -10" HDPE6 LF -@ 0.74%@ 0.74%54 LF 4LF58 LF -10" HDPE8 LF -@ 0.64%@ 0.64%40 LF -10" HDPE0 LF -@ 0.65%@ 0.65%59 LF - 24" HDPE9 LF -@ 1.16%@ 1.16%44 LF - 10" HDPE4 LF -@ 0.53%0" HDPE@ 0.65%@ 0.65%3 LF -10" HDPE33 LF -3 LF -@ 1.02%@ 1.02%@ 1.02%9 LF -6" HDPE19 LF 9 LF @ 1.01%@ 1.01%@ 1.01%4 LF - 6" HDPE34 LF 4 LF @ 1.01%15 LF -65 LF @ 1.01%CO 8CO 88CCO 11CO 12CO 77OCCSMH 12C27C26C24C23C25C21C20C18C19C226" WATERSERVICE6" WATERSERVICE6" WATSERVI8"x6"x8" TEE8"x6"x8" TEE6" SANITARYSERVICE6" SANITARYSERVICE6" SANITARYSERVICEWYECONNECTION(TYP)VB 11VVB 12VVVB 8T-2%E%6%TL24ABLDG4AL24ABLDG 6BL24ABLDG7TVV 5FH 88H 8FH 9FST 3-553TST 3-533TST 3-28ST 3-2723ST 3-58SST 2-38TST 3-26ST 3-54TST 3-52TST 2-39TST 3-7ST 2-377ST 2-23ST 3-65ST 2-17ST 2-22ST 3-60ST 3-4ST 3-33SST 3-51SST 2-ST 3-22ST 3-213-ST 2-25ST 2-44ST 2-432ST 3-59SST 2-77S-7ST 3-1ST 4-27FES 4-1FES 3-1PEE%%30 LF - 30" HDPE0 LF -@ 0.84%@ 0.84%F -F -F -10" HDPEF -10" H17%43 LF -10" HDPE3 LF -@ 0.67%@ 0.67%30 LF -10" HDPE0 LF -@ 0.94%@ 0.94%40 LF - 12" HDPE0 LF -@ 0.42%@ 0.42%64 LF - 12" HDPE4 LF -@ 0.50%72 LF - 15" HDPE2 LF -@ 0.36%@ 0.36%23 LF - 6" HDPE3 LF @ 3.08%30 LF - 6" HDPE0 LF @ 1.12%@ 1.12%60 LF -12" HDPE0 LF -@ 0.50%@ 0.50%18 LF -12" 8 LF -@ @62 LF -12" HDPE2 LF -@ 0.53%@ 0.53%48 LF -12" H8 LF -@ 0.@0-6" HDPE6" HD@ 48.70%48.70%48.70%48.70%51 LF - 6" HDPE1 LF @ 1.00%@ 1.00%45 LF -6" HDPE5 LF @ 1.02%@ 1.02%EE%%7 LF - 6" HDPE87 LF 7 LF - 6" HDPE@1.08%@1.08@1.08@1.08%58 LF - 10" HDPE8 LF -@ 0.63%@ 0.63%75 LF -10" HDPE5 LF -@ 0.63%@ 0.63%41 LF - 10" HDPE1 LF -@ 0.66%@ 0.66%9 LF -6" HDPE59 LF 9 LF %@ 1.35%%78 LF -10" HDPE8 LF -@ 0.65%0 LF -10" HDPE40 LF -0 LF -@ 0.65%59 LF -6" HDPE9 LF @ 1.02%55 LF - 6" HDPE5 LF @ 1.01%@ 1.01%77 LF -17 LF -@61 LF -30" HDPE1 LF -@ 0.90%CPPCO 4CO 6CSMH 11CCC0807C17C16C15C14C12C13C11C10C096" WATERSERVICE8"x6"""x8" TEE8"x6"x8"TEE6" WATERSERVICE6" WATERSERVICE8"x6"x8"TEE6" WATERSERVICE6" SANITARY SERVICE6" SANITARYSERVICE6" SANITARYSERVICEVB 7VB 5VB 6VB 48" DIWM7S-D@CC5PPP222FFFFF@E%%%CCC05PFFFF@E%C0N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021UTILITY PLAN - AREA 3AUTHENTIX - MCHENRY SEE SHEET C6.2SEE SHEET C6.1SEE SHEET C6.51" =030 3030'15KEY MAPN.T.S.AREA 3
GPPM MONITORSTORM INLETRIM=794.00IE 12" CPP N=787.96IE 12" CPP S-787.96IE 12" CPP W=788.05IE 12" PVC SW=788.78#5908STORM INLETRIM=794.41IE 12" CPP N=791.51IE 10" RCP S=791.69SANITARY MHRIM=794.15IE 8" PVC N=788.0597ET4606#20203STORM INLETRIM=792.33IE 12" RCP N=789.63#22172STORM INLETRIM=794.24IE 10" RCP N=792.098"6"6"6"8"12"12"SE. COR.DOC. 2000R0060046"NO BUILDINGS EXIST ON PROPERTY(N89° 28' 57"E 211.24')(S00° 12' 40"E 100.30')931.81')(S89° 28' 57"W 432.98')N89° 46' 51"E 528.84'N00° 05' 28"E100.33'0.09' W0.08' W0.18' N50.00'10"6""12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.CONC. WALKAAAL24BBLDG 1AL24ABLDG 3BL24ABLDG 4AS BUILDING
TTTPOOL
VV 1VV 2VV 6FH 1ST 3-45ST 3-39ST 3-44ST 3-35ST 3-36ST 3-10ST 3-38ST 3-34ST 3-43ST 3-11ST 3-46ST 3-33ST 3-32ST 3-31ST 3-12ST 4-23ST 4-21ST 3-20ST 4-4ST 3-29ST 3-28ST 3-27ST 3-9ST 3-7ST 3-19ST 3-8ST 3-37ST 4-14ST 4-10ST 4-15ST 4-16ST 4-17ST 4-20ST 4-19ST 4-13ST 4-9ST 4-18ST 4-7ST 4-8ST 4-5ST 4-12ST 4-11ST 4-696 LF - 12" HDPE@ 0.50%46 LF - 12" HDPE@ 2.31%274 LF - 24" HDPE@ 0.12%37 LF - 12" HDPE@ 2.39%118 LF - 6" HDPE@ 0.96%18 LF - 15" HDPE@ 0.34%44 LF - 15" HDPE@ 0.34%75 LF - 10" HDPE@ 1.49%74 LF - 12" HDPE@ 2.52%29 LF - 24" HDPE@ 0.35%24 LF - 24" HDPE@ 0.89%53 LF - 10" HDPE@ 0.64%44 LF - 6" HDPE@ 5.72%86 LF - @ 1.01%74 LF - 10" HDPE@ 0.85%25 LF - 30" HDPE@ 1.03%71 LF - 30" HDPE@ 0.84%47 LF - 30" HDPE@ 1.05%22 LF - 10" HD@ 2.743 LF - 10" HD@ 0.630 LF - 10" HD@ 0.95 LF - 30" HDPE@ 0.43%21 LF - 12" HDPE@ 0.53%85 LF - 6" HDPE@ 1.00%54 LF - 6" HDPE@ 1.51%117 LF - 24" HDPE@ 0.43%47 LF - 6" HDPE@ 1.06%20 LF - 6" HD@ 2.085 L@ 057 LF - 10" HDPE@ 0.88%46 LF - 10" HDPE@ 1.14%66 LF - 12" HDPE@ 1.72%65 LF - 6" HD@ 1.00%59 LF - 6" HDP@ 1.35%78 LF - 10" HD@ 0.65%22 LF - 6" HDPE@ 1.43%56 LF - 10" HDPE@ 0.72%79 LF - 10" HDPE@ 0.66%33 LF - 10" HDPE@ 0.67%37 LF - 10" HDPE@ 73.96%41 LF - 6" HDPE@ 3.18%26 LF - 10" HDPE@ 1.27%CO 1CO 3SMH 5CO 13SMH 4SMH 3C41C42C40C39C45C44C38C36C37C32C35C34C33C31C30C46C43C49C48C476" WATERSERVICE6" WATERSERVICE8"x6"x8"TEE8"x6"x8"TEE8"x6"x8" TEE8"x8"x8"TEE6" SANITARYSERVICE6" SANITARYSERVICE6" SANITARYSERVICE6" WATERSERVICEWYECONNECTION(TYP)REPAIR PAVEMENT (SEE BELOW)VB 3VB 1VB 138" DIWM8" DIWM8" DIWMNOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.2. UNDERGROUND UTILITY INFORMATION IS BASEDON ATLAS INFORMATION AND AVAILABLEINFORMATION PRESENTED AT THE TIME OFSURVEY. CONTRACTOR TO CALL "JULIE"(1-800-892-0123) TO COORDINATE FIELDLOCATIONS OF EXISTING UNDERGROUNDUTILITIES BEFORE ORDERING MATERIALS ORCOMMENCING CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.3. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”4. ST 4-5, 4-6, 4-11, 4-12 SHALL BE NEENAH R-2502WITH TYPE G LID OR APPROVED EQUAL.5. SEE DETAIL ON SHEET C7.2 FOR NYOPLAST AREADRAIN WITH 12" DIAMETER PEDESTRIAN GRATE.6. DOWNSPOUT CONNECTION TO BE 6" HDPE AT1.00% MINIMUM SLOPE. SEE DOWNSPOUT DETAILON SHEET C7.07. SANITARY SEWER CLEANOUTS TO BE 6"DIAMETER.8. SEE STRUCTURE TABLES FOR SEWER ANDWATER MAIN ON SHEET C6.6-C6.79. STORM AND SANITARY SEWER CROSSING ABOVEWATER MAIN SHALL BE WATER MAIN QUALITYPIPE 10' EACH SIDE OF PIPE OR WATER MAIN TOBE SLEEVED AS APPLICABLE (SEE CROSSINGDETAIL ON SHEET C6.6).10. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.SANITARY MHRIM=794.15IE 8" PVC N=788.05#20197STORM INLETRIM=792.46IE 12" RCP S=789.06#20203STORM INLETRIM=792.33IE 12" RCP N=789.63IE 12" RCP E=781.57IE 18" RCP N=781.47NO OTHER VISIBLE PIPES#20527STORM INLETRIM=784.57IE N, UNABLE TO MEAS.COULD NOT OPEN#20528STORM MHRIM=786.66IE 48" RCP W=776.11#20529STORM MHRIM=784.06IE 48" RCP W=776.31#20531STORM MHRIM=783.32IE 48" RCP E=775.97IE 12" PVC N, UNABLE TO MEAS.#20532STORM MHRIM=783.52IE 48" RCP E=775.82IE 12" PVC N, UNABLE TO MEAS.IE 12" PVC S=775.92#20533STORM MHRIM=784.05IE 48" RCP W=775.90IE 12" PVC S=776.00#20535STORM INLETRIM=779.60IE 12" RCP N=777.50RIM=779.66IE 12" RCP N=777.21IE 12" RCP S=777.26#20536SANITARY MHRIM=780.13IE 12" VCP N=769.73IE 12" VCP S=769.78IE 8" VCP E=769.83W. LINEP.O.B.SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114(N89° 28' 57"E 720.57')(S89° 28' 57"W 931.81')(N76° 46' 11"W 210.40')(S89° 28' 57"W 252.97')(N89° 28' 57"E 41.96')0.92' W0.41' SHERETOFORE DEDICATEDPER DOC. 2001R001347310"6""6"8"12"8"8"6"6"6"7"6"4"10"8""4" x 48"6"8"12"4" x 310" x 4BIT. PARKING LOTCONC. WALKBIT. PAVEMENTST 4-12ST 4-1146 L18@SMH 2SMH 1C31C30C29C28REPAIR PAVEMENT IN KIND FOR SANITARYSEWER INSTALLATION. REFERENCE SHEETC7.0 FOR PAVEMENT SECTIONH553T3310"106"ST 4-12T 2ST 4-1146 L6 L6L6L188@@C31PPM MONITOR#5908STORM INLETRIM=794.41IE 12" CPP N=791.51IE 10"RCP S=791.69#22172STORM INLETRIM=794.24IE 10" RCP N=792.0912"111121212"1212SE. COR.CP N=79CP N=79DOC. 2000R0060046"NO BUILDINGS EXISTTON PROPERTYE 100.30')MONITMONI(S00° 12' 40"E0°N00° 05' 28"E100.33'0.09' W0.08 W0.18' NAAAL24BBLDG 1AL24ABLDG3B3BL24ABLDG4AS BUILDING
TTVV 2VVVVV 2VVVVVVV 6FH 1FFST 3-45ST 3 45ST 3-39ST 3-44ST 3-44SST 3-35SST 3-36ST 3-10S10TTST 3-383ST 3-34ST 3-43 -ST 3-11 -ST 3-46ST 3-33ST 3-323ST 3-31S33333-ST 3-12ST 4-233232ST 4-21ST 3-20ST 4-4ST 4 4ST 3-2922--2-ST 3-28ST 3-2723ST 3-9ST 3-7ST 3-19T 3ST 31ST 3-8ST 3-377SST 4-18STT-1188ST 4-7ST 4-5SSTT 4-5ST 4-62" HDPE@ 2.39%@ 2.39%@ 2.39%18 LF - 6" HDPE118 LF18 LF@ 0.96%@ 0.96%@ 0.96%5 LF - 10" HDPE5 LF -@ 1.49%74 LF -12" HDPE4 LF -@ 2.52%9 LF -24" HDPE29 LF -9 LF -@ 0.35%4 LF - 24" HDPE24 LF -4 LF -@ 0.89%3 LF - 10" HDPE53 LF -3 LF -@ 0.64%@ 0.64%@ 0.64%4 LF -6" HDPE44 LF 4 LF @ 5.72%@ 5.72%@ 5.72%86 LF -6 LF -6 LF -6 LF -@ 1.01%@ 1.0@ 1.074 LF -10" HDPE4 LF -@ 0.85%@ 0.85%25 LF - 30" HDPE5 LF -@ 1.03%@ 1.03%71 LF -30" HDPE1 LF -@ 0.84%@ 0.84%47 LF -7 LF -7 LF -30" HDPE7 LF -@ 1.05%22 LF -2 LF -2 LF - 10" HD2 LF -@ 2.7@ 2.7@2.7@2.7@2.743 LF -3 LF -3 LF -10" HD3 LF -@ 0.6@ 0.6@ 0.6@06@0630 LF -0 LF -0 LF -10" HD0 LF -@ 0.9@ 0.9@ 0.9@09@09LF - 30" HDPE5 LF - LF - @ 0.43%@ 0.43%@ 0.43%21 LF - 12" HDPE1 LF -@ 0.53%@ 0.53%5 LF -6" HDPE85 LF 5 LF @ 1.00%@ 1.00%@ 1.00%4 LF - 6" HDPE54 LF 4 LF @ 1.51%@ 1.51%@ 1.51%117 LF - 24" HDPE17 LF @ 0.43%@ 0.437 LF - 6" HDPE47 LF 7 LF @ 1.06%@ 1.06%@ 1.06%20 LF 0 LF 0 LF -6" HD0 LF @ 2.0@ 2.0@ 2.0@20@20@2085 LL5 L5L5L@ 0@@65 LF 5 LF 5 LF -6" HD5 LF @ 1.00%59 LF 9 LF 9 LF - 6" HDP9 LF @ 1.35%78 LF -8 LF -8 LF - 10" HD8 LF -@ 0.65%2 LF -6" HDPE22 LF 2 LF @ 1.43%@ 1.43%@ 1.43%56 LF -10" HDPE6 LF -@ 0.72%79 LF -10" HDPE9 LF -@ 0.66%@ 0.66%33 LF -10" HDPE3 LF -@ 0.67%26 LF - 10" HDPE6 LF -@ 1.27%@ 1.27%CO 1CO 1OCO 3O333COSMH 5MHMHHC41CC42C40C39C45C44C38C36C37C46C43C49C48C477776" WATERSERVICE6" WATERSERVICE8"x6"x8"TEE8"x6"x8"TEE8"x6"x8" TEE8"x8"x8"TEE6" SANITARYRSERVICEC6" SANITARYSERVICEWYECONNECTION(TYP)VB 3VVB 18" DIWM88" DIWMM8" DIWM8 GSTORM INLETRIM=794.00IE 12" CPP N=787.96IE 12"CPP S-787.96IE 12" CPP W=788.05IE 12" PVC SW=788.78SANITARY MHRIM=794.15IE 8" PVC N=788.0597ET4606#202033STORM INLETTRIM=792.333IE 12" RCP N=789.6338"8"6"66"66"68"8(N89° 28' 57"E 211.24')2828N89257 E211')885522242424.24228""888"8931.81')(S89° 28' 57"W 432.98')S8877""299(S89° 28' 57"W 432 98')(S89° 28' 57"W 432 98')N89° 46' 51"E 528.84'50.00'10"106""12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.CONC. WALKTPOOL
VV 1ST 4-14ST 4-10ST 4-15ST 4-166616ST 4-17ST 4-20TTST 4-19-19ST 4-134ST 4-9ST 4-8TST 4-12T 2ST 4-116 LF - 12" HDPE96 LF -6 LF -@ 0.50%@ 0.50%@ 0.50%46 LF - 12" HDPE6 LF -@ 2.31%@ 2.31%274 LF - 24" HDPE74 LF @ 0.12%37 LF -127 LF -@18 LF -15" HDPE8 LF -@ 0.34%44 LF -15" HDPE4 LF -@ 0.34%755@57 LF - 10" HDPE7 LF -@ 0.88%@ 0.88%46 LF - 10" HDPE6 LF -@ 1.14%@ 1.14%66 LF - 12" HDPE6 LF -@ 1.72%37 LF -10" HDPE7 LF -@ 73.96%73.9641 LF - 6" HDPE1 LF @ 3.18%CO 13SMH 4SMH 3C32C35C34C33C31C306" SANITARYSERVICE6" WATERSERVICEREPAIR PAVEMENT (SEE BELOW)WW)VB 13VB2@55@N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021UTILITY PLAN - AREA 4AUTHENTIX - MCHENRY SEE SHEET C6.2SEE SHEET C6.51" =030 3030'15KEY MAPN.T.S.AREA 4SEE VIEW BELOWSEE VIEW ABOVE
8RM INLET813.09" RCP W=809.44#21281SANITARY MHRIM=806.68IE 8" PVC N, S=795.83W. LINE OF E. 755.70' OF SE 1/4 OF SECW. LINE OF TBUILDINGS EXIST ON PROPERTY"OWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINK123122121120119118117116EDGE OF TREES6' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'
6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.S00° 07' 17"W 1090.12'ONLINEONLINEONLINE0.20' W18" x 218" x 222" x 48"792.2792.416" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEW/ 3.5' ARM N-S0.44' NWOOD FENCEWOODDECKWOODDECKWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEAAAAL24ABLDG 2BL24ABLDG 4AL24ABLDG 6BL24BBLDG 9AL24ABLDG 10B12G8G8GTTTTTTTVV 2VV 3FH 2FH 3FH 4FH 5ST 3-48ST 3-47ST 3-103-34ST 3-43ST 3-11ST 3-42ST 3-13ST 3-49ST 3-41ST 3-40ST 3-12ST 3-14ST 3-15ST 3-16ST 2-54ST 2-67ST 3-57ST 3-55ST 3-53ST 3-29ST 3-28ST 3-27ST 2-29ST 2-53ST 2-62ST 2-61ST 2-60ST 2-35ST 2-63ST 3-54ST 2-68ST 2-69ST 2-39ST 2-58ST 2-59ST 2-14ST 3-9ST 3-7ST 2-13ST 1-21ST 1-20ST 1-19ST 2-20ST 2-56ST 2-55ST 2-30ST 3-8ST 2-31ST 2-12ST 2-52ST 2-70ST 1-18ST 1-22ST 2-40ST 3-56ST 2-57ST 2-19ST 2-10ST 2-9ST 2-18ST 2-17ST 1-9ST 1-8ST 1-7ST 1-10ST 2-32ST 2-11ST 2-8ST 2-15ST 2-16ST 1-13ST 1-1153 LF - 6" HDPE@ 1.00%69 LF - 10" HDPE@ 1.55%64 LF - 10" HDPE@ 0.66%86 LF - 10" HDPE@ 1.01%0" HDPE@ 1.03%30" HDPE@ 0.84%47 LF - 30" HDPE@ 1.05%22 LF - 10" HDPE@ 2.74%60 LF - 10" HDPE@ 0.65%43 LF - 10" HDPE@ 0.67%30 LF - 10" HDPE@ 0.94%75 LF - 10" HDPE@ 0.67%28 LF - 12" HDPE@ 0.53%79 LF - 12" HDPE@ 1.14%74 LF - 12" HDPE@ 1.09%49 LF - 15" HDPE@ 0.37%58 LF - 15" HDPE@ 0.41%20 LF - 10" HDPE@ 0.85%61 LF - 10" HDPE@ 0.69%42 LF - 12" HDPE@ 0.51%33 LF - 15" HDPE@ 0.36%@ 0.36%28 LF - 6" HDPE@ 1.03%31 LF - 6" HDPE@ 1.00%12 LF - 6" HDPE@ 1.41%21 LF - 6" HDPE@ 1.06%21 LF - 6" HDPE@ 1.00%19 LF - 6" HDPE@ 1.03%45 LF - 10" HDPE@ 0.66%71 LF - 12" HDPE@ 0.51%50 LF - 12" HDPE@ 0.58%60 LF - 12" HDPE@ 0.50%47 LF - 30" HDPE@ 0.40%67 LF - 30" HDPE@ 0.43%75 LF - 30" HDPE@ 0.47%70 LF - 30" HDPE@ 0.50%35 LF - 12" HDPE@ 1.83%16 LF - 30" HDPE@ 0.38%HDPE0.43%76 LF - 6" HDPE@ 0.99%58 LF - 6" HDPE@ 1.91%73 LF - 10" HDPE@ 0.82%PE%43 LF - 6" HDPE@ 1.02%64 LF - 10" HDPE@ 0.66%51 LF - 10" HDPE@ 0.63%45 LF - 12" HDPE@ 0.51%80 LF - 30" HDPE@ 0.40%25 LF - 6" HDPE@ 1.19%24 LF - 6" HDPE@ 3.75%20 LF - 6" HDPE@ 2.01%55 LF - 6" HDPE@ 1.09%64 LF - 10" HDPE@ 0.66%85 LF - 10" HDPE@ 0.80%46 LF - 10" HDPE@ 0.74%87 LF - 6" HDPE@ 1.08%58 LF - 10" HDPE@ 0.63%65 LF - 6" HDPE@ 1.00%59 LF - 6" HDPE@ 1.35%78 LF - 10" HDPE@ 0.65%19 LF - 6" HDPE@ 1.01%34 LF - 6" HDPE@ 1.01%15 LF - 6" HDPE@ 1.01%HDPE.27%CO 2CO 9SMH 8CO 10SMH 6SMH 7SMH 9C49C48C47C50C53C54C55C52C516" WATER SERVICE6" WATERSERVICE6" WATERSERVICE8"x6"x8"TEE8"x6"x8" TEE8"x6"x8"TEE8"x6"x8" TEETEE8"x6"x8"TEE6" SANITARY SERVICE6" SANITARYSERVICE6" SANITARYSERVICEWYECONNECTION(TYP)8" WM STUB FOR FUTURE LOT 2.VALVE TO REMAIN CLOSEDUNTIL LOT 2 IS DEVELOPED.VB 1VB 1VB 2VB 9VB 108"x8"x8"TEE8" DIWM8" DIWMNOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.2. UNDERGROUND UTILITY INFORMATION IS BASEDON ATLAS INFORMATION AND AVAILABLEINFORMATION PRESENTED AT THE TIME OFSURVEY. CONTRACTOR TO CALL "JULIE"(1-800-892-0123) TO COORDINATE FIELDLOCATIONS OF EXISTING UNDERGROUNDUTILITIES BEFORE ORDERING MATERIALS ORCOMMENCING CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCIESIMMEDIATELY.3. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”4. ST 4-5, 4-6, 4-11, 4-12 SHALL BE NEENAH R-2502WITH TYPE G LID OR APPROVED EQUAL.5. SEE DETAIL ON SHEET C7.2 FOR NYOPLAST AREADRAIN WITH 12" DIAMETER PEDESTRIAN GRATE.6. DOWNSPOUT CONNECTION TO BE 6" HDPE AT1.00% MINIMUM SLOPE. SEE DOWNSPOUT DETAILON SHEET C7.07. SANITARY SEWER CLEANOUTS TO BE 6"DIAMETER.8. SEE STRUCTURE TABLES FOR SEWER ANDWATER MAIN ON SHEET C6.6-C6.79. STORM AND SANITARY SEWER CROSSING ABOVEWATER MAIN SHALL BE WATER MAIN QUALITYPIPE 10' EACH SIDE OF PIPE OR WATER MAIN TOBE SLEEVED AS APPLICABLE (SEE CROSSINGDETAIL ON SHEET C6.6).10. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.W. LINE OF E. 75555.70' OF SE 1/4 OF SECW. LINE OF TOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINK123122121120119118117116S00° 07' 17"W 1090.12'ONLINEONLINEONLINE0.20' W18" x 218" x 222" x 4222" x8"888"792.2792.416" x 25" x 5x 524" x 2"15"5"112"1114"4"6"6"61618"18" x 218"14"15" x 5515"5"6"6622" x 218"15""41141444EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTING99BUILDINGEXISTINGBUILDINGEXISTINGNER:NER:BUILDINGTIANA M STTIANA M STEXISTINGTINAA LININAA LINBUILDINGFENCE XCE F0.27' E27' FENCE XCE0.59' E9'FENCE XENC0.50' E.5FENCE X0.43' EFENCE X0.27' EFENCE XF0.58' E0FENCE XN17.34' W.POLELEW/ 3.5' ARM N-SWW0.44' NPOLEW/ 3.5' ARM N-SW/3. AARMM NN-SS0.30' NWOOD FENCEWOODDECKWOODSWELLSWELLDECKWOODDECKCHAIN LINKMATMATFENCEWOODFENCEWOODOWOWFENCEJASJASWOODFENCEWOODFENCEWOODFENCE8G8GTVV 33FH 4FH 5FT 1-211T 1-201ST 1-181S111ST 1-22111-1-TST 1-9ST 1-8ST 1-7ST 1-10SSST 1-13ST 1-1147 LF -30" HDPE7 LF -@ 0.40%@ 0.40%67 LF -30" HDPE7 LF -@ 0.43%75 LF -30" HDPE5 LF -@ 0.47%0 LF - 30" HDPE70 LF -0 LF -@ 0.50%- 12" HDPE@ 1.83%@ 1.83%@ 1.83%6 LF -30" HDPE16 LF -6 LF -@ 0.38%@ 0.38%@ 0.38%E%80 LF -30" HDPE0 LF -@ 0.40%6" HDPE%%SMH 9C55ERECEE8"x6"x8"TEEx8" TEEY8" DIWM281ITARY MH=806.68PVC N,S=795.83EDGE OF TREES6' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OFAMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.6'20' WATERMAIN EASEMENTPER DOC.93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.AAAL24BBLDG 9AL24ABLDG10B12GTH 33FHST 3-49S3-15ST 3-16ST 2-54-TST 2-67-67T 2-29STSTST 2-53ST 2-622ST 2-6161-T SST 2-6026T 2-352STT ST 2-63ST 2 633ST 2-68STST 2-6926SST 2-58ST 2-59ST 2-14ST 2-13SSTSTST 1-19ST 2-566ST 2-552-300ST 2--3ST 2-313ST 2-12STT 2-522STT70700ST 2-7-7ST 2-57T2ST 2-10ST 2-9ST 2-32ST 2-11ST 2-82-15ST 2-1653 LF - 6" HDPE3 LF @ 1.00%%75 LF - 10" HDPE5 LF -@ 0.67%@ 0.67%28 LF - 12" HDPE8 LF -@ 0.53%79 LF - 12" HDPE9 LF -@ 1.14%@ 1.14%4 LF - 12" HDPE74 LF -4 LF -@ 1.09%@ 1.09%@ 1.09%49 LF -15" HDPE9 LF -@ 0.37%@ 0.37%58 LF - 15" HDPE8 LF -@ 0.41%20 LF - 10" HDPE0 LF -@ 0.85%61 LF - 10" HDPE1 LF -@ 0.69%@ 0.69%42 LF -12" HDPE2 LF -@ 0.51%33 LF - 15" HDPE3 LF -@ 0.36%@ 0.36%@ 0.36%28 LF - 6" HDPE8 LF @ 1.03%@ 1.03%31 LF -6" HDPE1 LF @ 1.00%@ 1.00%12 LF - 6" HDPE2 LF @ 1.41%@ 1.41%21 LF - 6" HDPE1 LF @ 1.06%@ 1.06%21 LF - 6" HDPE1 LF @ 1.00%@ 1.00%19 LF - 6" HDPE9 LF @ 1.03%@ 1.03%DPE66%66%HDPE50 LF -12" HDPE0 LF -@ 0.58%5LF-35 LF -5LF-76 LF - 6" HDPE6 LF @ 0.99%@ 0.99%58 LF -6" HDPE8 LF @ 1.91%@ 1.91%73 LF -10" HDP3 LF -@ 0.82%@ 0.82%43 LF - 6" HDPE3 LF @ 1.02%4 LF - 10" HDPE64 LF -4 LF -@ 0.66%1 LF - 10" HDPE51 LF -1 LF -@ 0.63%5 LF - 12" HDPE45 LF -5 LF -@ 0.51%@ 0.51%@ 0.51%46 LF - 10" HDPE6 LF -@ 0.74%@ 0.74%19 LF -6" HDPE9 LF @ 1.01%@ 1.01%34 LF - 6" HDPE4 LF @ 1.01%%15 LF - 65 LF @ 1.01%CO 2O CO 9SMH 8SCO 10SMH 7H77C50C53C54C52C516" WATER6ERRSERVICEATEAA6" WPEPEWSERVICSESESE8"x6"x8"x6"x8"TEE8"x6"x8"TEE6" SANITARYSERVICE6" SANITARYSERVICEVICEWYECONNECTION(TYP)8" WM STUB FORFUTURELOT 2.VALVE TO REMAIN CLOSEDUNTIL LOT 2 ISDEVELOPED.VB 1VB 2VVVB 9VB 108"x8"x8"x8TEETT-%6%ECxY8RM INLET813.09"RCP W=809.44#212SANIRIM=IE 8" BUILDINGS EXISTT ON PROPERTY"20'POLEW/ 3.5' ARM N-S0.44' NAL24ABLDG 2BL24ABLDG4AL24ABLDG 6BTTTVV 2VVVVV 2VVVVVFH 2HHFH 2FFFFFFFFFFFFFST 3-48-48ST 3-47ST 3-10S10TT3-34ST 3-43 -ST 3-11 -ST 3-42ST 3-13ST 3-41ST 3-40ST 3-12ST 3-14ST 3ST 3-57T 3-57ST 3-553TST 3-533TST 3-2922--2-ST 3-28ST 3-2723ST 3-54TST 2-39TST 3-9ST 3-7ST 2-20STST 3-8ST 2-40ST 3-56ST 2-19ST 2-18ST 2-17ST 2S69 LF - 10" HDPE9 LF -@ 1.55%64 LF - 10" HDPE4 LF -@ 0.66%86 LF -10" HDPE6 LF -@ 1.01%" HDPEHDPE@ 1.03%@ 1.03%@ 1.03%@ 1.03%30" HDPE30" HDP@ 0.84%@ 0.84%@ 0.84%@ 0.84%47 LF -30" HDPE7 LF -@ 1.05%22 LF -10" HDPE2 LF -@ 2.74%@ 2.74%60 LF -10" HDPE0 LF -@ 0.65%43 LF -10" HDPE3 LF -@ 0.67%@ 0.67%30 LF -10" HDPE0 LF -@ 0.94%@ 0.94%45 LF -10" HD5 LF -@ 0.6@0671 LF -12" 1 LF -@ 0.51%60 LF - 12" HDPE0 LF -@ 0.50%@ 0.50%HDPEDPE0.43%0.43%0.43%0.43%EE%%25 LF - 6" HDPE5 LF @ 1.19%@ 1.19%24 LF - 6" HDPE4 LF @ 3.75%20 LF -6" HDPE0 LF @ 2.01%@ 2.01%@ 2.01%5 LF - 6" HDPE55 LF 5 LF @ 1.09%@ 1.09%@ 1.09%64 LF - 10" HDPE4 LF -@ 0.66%@ 0.66%85 LF -10" HDPE5 LF -@ 0.80%87 LF - 6" HDPE7 LF @ 1.08%@ 1.08%58 LF -58 LLF - 10" HDPELF -@ 0.63%@ 0.63@ 0.63%@ 0.63%65 LF -6" HDPE5 LF @ 1.00%59 LF - 6" HDPE9 LF @ 1.35%%78 LF - 10" HDPE8 LF -@ 0.65%HDPEPE.27%.27%.27%.27%SMH 6C49C48C477776" WATER SERVICE8"x6"x8" TEETEE6" SANITARY SERVICEVB 1V8" DIWM82I=32SD668R"B000@@@@@@HHH00000PPP%%%HHHT8R"B@@@@H0000%HTN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021UTILITY PLAN - AREA 5AUTHENTIX - MCHENRY 1" =030 3030'15SEE SHEET C6.4SEE SHEET C6.3KEY MAPN.T.S.AREA 5
STORM STRUCTURE TABLESTRUCTUREST 1-1ST 1-2ST 1-3ST 1-4ST 1-5ST 1-6ST 1-7ST 1-8ST 1-9ST 1-10ST 1-11ST 1-13ST 1-14ST 1-15ST 1-16ST 1-17ST 1-18ST 1-19ST 1-20ST 1-21ST 1-22ST 2-1ST 2-2ST 2-4ST 2-5ST 2-6ST 2-7ST 2-8ST 2-9ST 2-10ST 2-11ST 2-12ST 2-13ST 2-14ST 2-15ST 2-16ST 2-17ST 2-18ST 2-19ST 2-20DESCRIPTION5' MH (Closed)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)2' Inlet12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate4' MH (Open)12" Drain Basin w/12" Pedestrian Grate5' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)5' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)12" Drain Basin w/12" Pedestrian Grate2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)2' InletRIMRIM: 792.27RIM: 793.77RIM: 800.52RIM: 801.10RIM: 801.10RIM: 801.21RIM: 801.53RIM: 801.53RIM: 801.53RIM: 801.53RIM: 800.08RIM: 800.65RIM: 801.00RIM: 802.50RIM: 802.50RIM: 802.10RIM: 802.50RIM: 802.30RIM: 802.30RIM: 802.30RIM: 801.95RIM: 800.00RIM: 800.80RIM: 800.85RIM: 801.20RIM: 801.75RIM: 801.75RIM: 801.30RIM: 801.75RIM: 801.75RIM: 801.30RIM: 802.00RIM: 802.30RIM: 802.35RIM: 801.30RIM: 801.30RIM: 801.75RIM: 801.75RIM: 801.80RIM: 802.25INVERT IN786.28 (30" S)788.67 (30" SW)789.02 (30" S)796.40 (6" N)789.70 (30" S)790.19 (30" SE)796.77 (10" W)790.44 (30" S)790.79 (30" S)796.26 (10" W)791.14 (30" S)791.43 (30" S)791.75 (30" S)796.80 (12" W)791.94 (30" S)798.60 (6" S)797.45 (6" N)798.60 (6" N)796.60 (10" S)797.20 (6" S)798.30 (6" S)789.71 (24" S)795.70 (10" E)795.65 (10" W)790.66 (18" SW)795.82 (18" E)796.89 (6" NW)793.22 (18" SW)795.84 (12" W)796.66 (6" NW)794.07 (15" SE)797.42 (12" SW)795.25 (15" S)798.02 (10" E)795.77 (15" SW)796.35 (15" SE)797.55 (12" W)796.87 (15" S)796.59 (12" SE)797.05 (12" S)797.85 (12" S)797.85 (10" NW)798.75 (12" SE)798.90 (10" E)797.65 (12" SW)797.95 (12" S)798.24 (12" SW)798.60 (10" W)INVERT OUT786.28 (30" NW)787.42 (30" N)789.02 (30" NE)789.70 (30" N)790.19 (30" N)790.44 (30" NW)790.79 (30" N)791.14 (30" N)791.43 (30" N)791.75 (30" N)791.94 (30" N)797.45 (12" E)796.60 (6" S)797.45 (10" E)798.60 (6" S)799.20 (6" S)799.10 (6" N)796.60 (10" E)797.20 (10" N)798.30 (6" N)799.05 (6" N)786.68 (24" N)790.66 (24" N)791.72 (18" NE)794.07 (18" NE)795.25 (15" NW)795.77 (15" N)796.35 (15" NE)796.59 (15" NW)797.05 (15" N)797.85 (12" N)798.75 (12" N)798.90 (12" NW)799.40 (10" W)798.15 (10" SE)797.65 (12" E)797.95 (12" NE)798.24 (12" N)798.60 (12" NE)799.05 (10" E)STORM STRUCTURE TABLESTRUCTUREST 2-21ST 2-22ST 2-23ST 2-24ST 2-25ST 2-26ST 2-27ST 2-28ST 2-29ST 2-30ST 2-31ST 2-32ST 2-33ST 2-34ST 2-35ST 2-36ST 2-37ST 2-38ST 2-39ST 2-40ST 2-41ST 2-42ST 2-43ST 2-44ST 2-45ST 2-46ST 2-47ST 2-48ST 2-49ST 2-50ST 2-51ST 2-52ST 2-53ST 2-54ST 2-55ST 2-56ST 2-57ST 2-58ST 2-59ST 2-60DESCRIPTION4' MH (Open)4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate15" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate24" Drain Basin w/12" Pedestrian Grate18" Drain Basin w/12" Pedestrian Grate24" Drain Basin w/12" Pedestrian Grate24" Drain Basin w/12" Pedestrian Grate18" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian GrateRIMRIM: 801.20RIM: 801.75RIM: 801.75RIM: 800.85RIM: 801.05RIM: 800.80RIM: 800.80RIM: 800.75RIM: 802.65RIM: 802.20RIM: 802.10RIM: 801.40RIM: 802.50RIM: 802.50RIM: 802.50RIM: 802.20RIM: 802.20RIM: 802.50RIM: 802.40RIM: 801.80RIM: 800.75RIM: 800.75RIM: 800.75RIM: 800.75RIM: 801.00RIM: 801.00RIM: 801.00RIM: 801.90RIM: 802.20RIM: 802.50RIM: 802.50RIM: 802.50RIM: 802.20RIM: 802.20RIM: 802.20RIM: 802.20RIM: 801.80RIM: 802.50RIM: 802.40RIM: 802.50INVERT IN797.52 (12" S)798.13 (10" S)797.85 (10" W)796.26 (12" SW)796.64 (6" NW)796.59 (6" NW)796.13 (18" E)797.88 (6" N)796.44 (18" S)797.10 (12" E)797.65 (6" N)797.40 (6" N)796.82 (10" S)797.14 (10" S)797.56 (6" S)798.51 (6" N)798.30 (6" S)798.96 (6" S)798.12 (10" S)798.59 (10" S)798.96 (6" S)796.76 (18" S)798.74 (6" W)796.85 (18" S)797.00 (15" S)799.27 (6" SW)797.30 (15" S)799.38 (6" SW)797.55 (15" S)798.71 (10" W)797.65 (15" S)798.51 (6" NE)797.77 (12" S)799.78 (6" W)797.98 (10" S)799.28 (6" SW)798.40 (10" S)799.29 (6" SW)798.90 (6" NW)798.85 (6" S)798.81 (6" S)INVERT OUT797.52 (12" NE)797.85 (12" N)798.60 (10" N)796.26 (12" E)796.59 (12" NE)796.13 (18" W)796.44 (18" W)797.40 (12" W)796.82 (12" NW)797.14 (10" N)797.56 (10" N)798.00 (6" N)798.30 (10" W)798.96 (6" N)799.60 (6" N)799.30 (6" S)798.12 (10" E)798.59 (10" N)798.96 (10" N)799.90 (6" N)797.10 (6" SE)797.10 (6" SE)797.10 (6" SE)797.10 (6" SE)798.28 (6" S)797.85 (6" S)797.60 (6" S)796.76 (18" N)796.85 (18" N)797.00 (18" N)797.30 (15" N)797.55 (15" N)797.65 (15" N)797.77 (15" N)797.98 (12" N)798.40 (10" N)798.90 (10" N)798.85 (6" SW)799.00 (6" N)798.81 (10" E)STORM STRUCTURE TABLESTRUCTUREST 2-61ST 2-62ST 2-63ST 2-64ST 2-65ST 2-66ST 2-67ST 2-68ST 2-69ST 2-70ST 2-71ST 2-72ST 2-73ST 2-74ST 2-75ST 2-76ST 2-77ST 3-1ST 3-2ST 3-3ST 3-4ST 3-5ST 3-6ST 3-7ST 3-8ST 3-9ST 3-10ST 3-11ST 3-12ST 3-13ST 3-14ST 3-15ST 3-16ST 3-17ST 3-18ST 3-19ST 3-20ST 3-21ST 3-22ST 3-23DESCRIPTION12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate4' MH (Open)12" Drain Basin w/12" Pedestrian Grate5' MH (Open)6' MH (Closed)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)5' MH (Open)15" Drain Basin w/12" Pedestrian Grate15" Drain Basin w/12" Pedestrian Grate18" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate4' MH (Closed)4' MH (Open)4' MH (Open)12" Drain Basin w/12" Pedestrian Grate4' MH (Open)4' MH (Open)4' MH (Open)RIMRIM: 802.50RIM: 802.40RIM: 802.50RIM: 801.90RIM: 802.50RIM: 802.50RIM: 802.40RIM: 802.40RIM: 802.40RIM: 802.00RIM: 801.00RIM: 801.00RIM: 801.00RIM: 800.00RIM: 800.00RIM: 800.75RIM: 800.75RIM: 799.43RIM: 801.15RIM: 801.53RIM: 801.45RIM: 802.10RIM: 802.10RIM: 802.30RIM: 802.10RIM: 802.37RIM: 804.10RIM: 804.10RIM: 803.30RIM: 803.90RIM: 803.10RIM: 803.10RIM: 803.00RIM: 802.25RIM: 801.95RIM: 802.20RIM: 802.61RIM: 800.55RIM: 801.55RIM: 801.50INVERT IN799.10 (6" SW)799.41 (6" NW)795.93 (10" E)796.19 (10" E)796.56 (6" E)795.99 (10" W)796.49 (6" W)786.69 (36" S)796.50 (6" E)787.84 (30" W)797.11 (15" S)797.26 (6" E)788.09 (30" W)788.64 (30" S)797.25 (10" W)791.00 (30" S)797.59 (10" E)797.57 (12" W)791.36 (30" S)791.73 (30" S)792.35 (30" SE)792.84 (30" S)799.45 (10" E)797.16 (10" W)793.44 (30" S)794.32 (30" SW)799.50 (12" W)794.58 (30" S)797.21 (10" E)798.08 (10" E)801.20 (6" N)798.50 (10" E)800.40 (6" N)799.57 (6" E)800.40 (6" NE)797.79 (12" S)798.10 (10" W)798.03 (12" S)798.58 (6" SW)797.86 (10" W)798.57 (6" N)798.56 (6" NE)INVERT OUT799.10 (6" N)799.41 (6" NE)799.60 (6" SE)799.00 (6" E)799.50 (6" NE)799.60 (6" NE)799.95 (6" E)799.50 (6" NE)799.50 (6" NE)799.10 (6" SE)795.93 (10" W)796.19 (10" W)796.56 (10" W)797.10 (6" W)795.99 (10" E)796.49 (10" E)797.05 (6" E)786.69 (36" N)787.84 (36" N)788.09 (30" E)788.64 (30" E)789.30 (30" N)791.36 (30" N)791.73 (30" N)792.35 (30" N)792.84 (30" NW)793.44 (30" N)794.32 (30" N)794.58 (30" NE)798.08 (10" W)798.50 (10" W)799.57 (10" W)800.10 (6" W)797.79 (12" E)798.03 (12" N)798.58 (12" N)799.71 (6" NE)797.60 (6" W)797.86 (10" E)798.30 (10" E)C01 PR. 12” ST B/P 797.92PR. 6” SAN T/P 797.01C02 PR. 10" ST B/P 798.26PR. 8" SAN T/P 793.32C03 PR. 10" ST W/ WM PROT. B/P 798.19**PR. 8" WM T/P 796.69C04 PR. 6" SAN W/ WM PROT. B/P 796.10**PR. 8" WM T/P 794.60C05 PR. 12" ST B/P 797.84PR. 6" SAN T/P 797.35C06 PR. 12" ST W/ WM PROT. B/P 797.79**PR. 4" WM T/P 796.29C07 PR. 8" WM B/P 796.50PR. 30" ST T/P 791.61C08 PR. 8" SAN B/P 792.33PR. 30" ST T/P 791.35C09 PR. 6" WM B/P 796.17PR. 30" ST T/P 790.95C10 PR. 6" WM B/P 795.87PR. 8" SAN T/P 793.00C11 PR. 6" SAN W/ WM PROT. B/P 797.50**PR. 8" WM T/P 796.00C12 PR. 15" ST B/P 796.98PR. 8" SAN T/P 793.50C13 PR. 15" ST W/ WM PROT. B/P 797.05**PR. 8" WM T/P 795.55C14 PR. 6" SAN W/ WM PROT. B/P 797.03**PR. 8" WM T/P 795.53C15 PR. 6" WM B/P 794.91**PR. 8" SAN W/ WM PROT. T/P 793.70C16 PR. 6" ST B/P 796.68PR. 8" SAN T/P 793.89C17 PR. 6" ST B/P 796.69PR. 8" SAN T/P 794.18C18 PR. 18" ST W/ WM PROT. B/P 793.50**PR. 8" WM T/P 792.00C19 PR. 6" ST B/P 796.73PR. 8" SAN T/P 794.41C20 PR. 8" SAN B/P 793.83PR. 18" ST T/P 792.82C21 PR. 18" ST W/ WM PROT. B/P 795.85**PR. 6" WM T/P 794.35C22 PR. 8" SAN W/ WM PROT. B/P 794.03**PR. 6" WM T/P 792.53C23 PR. 6" SAN W/ WM PROT. B/P 797.10**PR. 8" WM T/P 795.60C24 PR. 18" ST W/ WM PROT. B/P 796.56**PR. 8" WM T/P 795.06C25 PR. 18" ST B/P 796.47PR. 8" SAN T/P 794.42C26 PR. 12" ST B/P 797.20PR. 6" SAN T/P 796.29C27 PR. 6" SAN W/ WM PROT. B/P 797.11**PR. 8" WM T/P 795.61C28 EX. 12" ST B/P 777.30± (V.I.F.)PR. 8" SAN T/P 776.31C29 EX. 12" ST B/P 781.57± (V.I.F.)PR. 8" SAN T/P 777.00C30 EX. 12" ST B/P 789.24± (V.I.F.)PR. 8" SAN T/P 784.64UTILITY CROSSINGSC31 EX. 12" WM B/P 786.39± (V.I.F.)**PR. 8" SAN W/ WM PROT. T/P 785.09C32 PR. 24" ST W/ WM PROT. B/P 790.87**PR. 8" WM T/P 789.37*C33 EX. ELEC. T/D 793.67± (V.I.F.)EX. ELEC. B/D 793.17± (V.I.F.)PR. 8" SAN T/P 788.62PR. 8" SAN B/P 787.90C34 EX. 12" WM B/P 789.65**PR. 8" SAN W/ WM PROT. T/P 788.63C35 PR. 24" ST B/P 790.68PR. 8" SAN T/P 788.70C36 PR. 24" ST W/ WM PROT. B/P 790.50**PR. 8" WM T/P 789.00*C37 PR. 10" ST B/P 795.25PR. 8" SAN T/P 790.50C38 PR. 8" WM B/P 793.25PR. 8" SAN T/P 790.62C39 PR. 6" WM B/P 796.42PR. 8" SAN T/P 790.93C40 PR. 6" ST B/P 799.64PR. 8" SAN T/P 791.07C41 PR. 6" ST B/P 799.51PR. 6" SAN T/P 798.83C42 PR. 6" ST W/ WM PROT. B/P 798.94**PR. 8" WM T/P 797.44C43 PR. 6" ST B/P 799.11PR. 8" SAN T/P 791.43C44 PR. 8" WM B/P 797.44PR. 8" SAN T/P 791.29C45 PR. 6" SAN W/ WM PROT. B/P 799.43**PR. 8" WM T/P 797.93C46 PR. 6" SAN B/P 799.74PR. 10" ST T/P 799.20C47 PR. 6" WM B/P 799.63**PR. 10" ST W/ WM PROT. T/P 798.31C48 PR. 8" WM B/P 797.46PR. 30" ST T/P 795.73C49 PR. 30" ST B/P 792.85PR. 8" SAN T/P 791.79C50 PR. 8" WM B/P 797.36PR. 8" SAN T/P 794.86C51 PR. 10" ST W/ WM PROT. B/P 799.07**PR. 8" WM T/P 796.58C52 PR. 10" ST B/P 799.15PR. 6" SAN T/P 797.83C53 PR. 6" SAN W/ WM PROT. B/P 797.15**PR. 8" WM T/P 795.65C54 PR. 6" SAN W/ WM PROT. B/P 796.90**PR. 8" WM T/P 795.42C55 PR. 10" ST W/ WM PROT. B/P 796.30**PR. 8" WM T/P 794.80C56 PR. 8" WM B/P 795.00PR. 30" ST T/P 792.10C57 PR. 10" ST W/ WM PROT. B/P 796.94**PR. 8" WM T/P 795.44 ** FOR ALL LOCATIONS WHERE WM CROSSES BELOW OR LESS THAN1.5' ABOVE STORM OR SANITARY SEWER WM PROTECTION MUST BEUTILIZED PER IEPA REQUIREMENTS AND PER THE "WATER MAINCROSSING UNDER SEWER" DETAIL ON C7.1.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021UTILITY TABLES AND CROSSINGSAUTHENTIX - MCHENRY
WATER STRUCTURE TABLESTRUCTURE NAMEVB 1VB 2VB 3VB 4VB 5VB 6VB 7VB 8VB 9VB 10VB 11VB 12VB 13VB 14VV 1VV 2VV 3VV 4VV 5VV 6STRUCTURE DESCRIPTIONVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE BOXVALVE VAULTVALVE VAULTVALVE VAULTVALVE VAULTVALVE VAULTVALVE VAULTRIM GRADERIM = 802.41RIM = 801.93RIM = 801.11RIM = 800.43RIM = 799.29RIM = 800.10RIM = 801.00RIM = 800.14RIM = 800.20RIM = 799.95RIM = 799.51RIM = 798.54RIM = 802.45RIM = 799.32RIM = 796.24RIM = 803.49RIM = 801.68RIM = 801.75RIM = 801.50RIM = 803.12WATER STRUCTURE TABLESTRUCTURE NAMEFH 1FH 2FH 3FH 4FH 5FH 6FH 7FH 8FH 9STRUCTURE DESCRIPTIONFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFINISHED GRADEFG = 805.10FG = 803.95FG = 803.40FG = 801.95FG = 802.50FG = 801.75FG = 802.35FG = 802.55FG = 803.50STORM STRUCTURE TABLESTRUCTUREFES 1-1FES 2-1FES 3-1FES 4-1FES 5-1FES 5-2DESCRIPTION30" FES24" FES36" FES24" FES12" FES12" FESINVERT786.00 (30" SE)786.00 (24" S)786.00 (36" S)786.00 (24" SW)784.00 (12" W)STORM STRUCTURE TABLESTRUCTUREST 3-24ST 3-25ST 3-26ST 3-27ST 3-28ST 3-29ST 3-30ST 3-31ST 3-32ST 3-33ST 3-34ST 3-35ST 3-36ST 3-37ST 3-38ST 3-39ST 3-40ST 3-41ST 3-42ST 3-43ST 3-44ST 3-45ST 3-46ST 3-47ST 3-48ST 3-49ST 3-51ST 3-52ST 3-53ST 3-54ST 3-55ST 3-56ST 3-57ST 3-58ST 3-59ST 3-60ST 4-1ST 4-2ST 4-3ST 4-4DESCRIPTION12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate4' MH (Open)12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate15" Drain Basin w/12" Pedestrian Grate15" Drain Basin w/12" Pedestrian Grate15" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)RIMRIM: 801.90RIM: 801.90RIM: 802.50RIM: 802.70RIM: 802.70RIM: 802.70RIM: 803.20RIM: 803.60RIM: 803.60RIM: 803.60RIM: 804.20RIM: 804.60RIM: 804.60RIM: 802.05RIM: 804.30RIM: 804.90RIM: 803.60RIM: 803.60RIM: 804.00RIM: 804.20RIM: 804.60RIM: 804.90RIM: 804.00RIM: 804.50RIM: 804.50RIM: 803.60RIM: 801.51RIM: 802.40RIM: 802.70RIM: 802.40RIM: 802.70RIM: 801.80RIM: 802.70RIM: 802.50RIM: 800.75RIM: 801.50RIM: 800.73RIM: 799.50RIM: 802.00RIM: 803.00INVERT IN797.85 (10" S)798.36 (6" S)799.15 (6" S)798.57 (10" S)799.03 (6" S)799.85 (6" S)797.49 (10" W)798.10 (10" W)798.50 (10" W)799.10 (6" S)801.50 (6" S)800.13 (10" E)800.50 (6" E)799.61 (10" W)800.24 (10" W)800.58 (10" SW)797.37 (12" S)798.70 (6" W)797.69 (12" SW)797.89 (10" SE)798.17 (10" SW)798.46 (10" SE)799.10 (10" SW)787.89 (24" W)794.26 (6" SE)794.96 (6" SW)788.79 (24" S)789.63 (24" S)799.18 (6" E)790.13 (24" W)799.98 (6" E)INVERT OUT798.75 (6" S)798.75 (6" SW)797.85 (10" W)798.36 (10" N)799.15 (6" N)799.80 (6" N)798.57 (10" E)799.03 (10" N)799.85 (6" N)800.70 (6" N)797.49 (10" E)798.10 (10" E)798.50 (10" E)799.02 (10" E)801.60 (6" N)802.00 (6" N)800.13 (10" W)800.55 (10" W)801.10 (6" W)799.61 (12" E)800.24 (10" E)800.58 (10" E)800.80 (10" NE)801.60 (6" S)801.30 (6" S)800.70 (6" SW)797.37 (15" N)797.69 (12" N)797.86 (12" NE)798.17 (10" NW)798.46 (10" NE)798.85 (10" NW)799.70 (10" NE)799.40 (6" E)797.10 (6" W)798.69 (6" S)787.89 (24" NE)788.79 (24" E)789.63 (24" N)790.13 (24" N)STORM STRUCTURE TABLESTRUCTUREST 4-5ST 4-6ST 4-7ST 4-8ST 4-9ST 4-10ST 4-11ST 4-12ST 4-13ST 4-14ST 4-15ST 4-16ST 4-17ST 4-18ST 4-19ST 4-20ST 4-21ST 4-22ST 4-23ST 4-24ST 4-25ST 4-26ST 4-27ST 4-28ST 4-29ST 5-1DESCRIPTION4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Closed)4' MH (Open)2' Inlet4' MH (Open)2' Inlet15" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate4' MH (Open)12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate12" Drain Basin w/12" Pedestrian Grate15" Drain Basin w/12" Pedestrian Grate2' InletRESTRICTOR STRUCTURERIMRIM: 794.87RIM: 794.69RIM: 797.99RIM: 797.59RIM: 800.40RIM: 800.90RIM: 794.70RIM: 794.70RIM: 801.00RIM: 801.50RIM: 801.50RIM: 801.50RIM: 801.50RIM: 799.21RIM: 801.20RIM: 801.30RIM: 803.20RIM: 803.20RIM: 803.20RIM: 801.70RIM: 801.60RIM: 801.60RIM: 799.40RIM: 801.90RIM: 801.50RIM: 792.50INVERT IN790.39 (24" S)790.49 (24" S)790.70 (24" W)794.20 (12" SE)793.69 (12" S)791.04 (15" W)797.22 (12" S)794.75 (12" E)791.19 (15" W)795.88 (10" S)796.40 (10" S)769.90 (10" E)797.29 (6" E)799.00 (6" N)795.09 (12" SW)796.95 (10" S)798.50 (6" W)799.80 (6" S)797.80 (6" W)795.80 (6" E)798.00 (12" SE)797.60 (12" N)786.00 (12" W)INVERT OUT790.39 (24" E)790.49 (24" N)790.70 (24" N)791.04 (24" E)794.75 (12" N)797.70 (12" N)791.19 (15" E)791.25 (15" E)795.88 (12" W)796.40 (10" N)796.90 (10" N)797.29 (10" W)798.60 (6" W)795.09 (12" NW)796.95 (12" NE)798.07 (10" N)800.30 (6" W)799.80 (6" W)800.30 (6" N)797.80 (6" NE)798.40 (6" E)795.80 (6" NW)796.50 (6" W)797.60 (12" W)798.17 (12" NW)785.00 (12" E)N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021UTILITY TABLESAUTHENTIX - MCHENRY
770775780785790795800770775780785790795800795.6795.9795.4794.6793.6792.2790.5789.0787.4785.5783.8782.1780.2779.7779.910+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00SANITARY SEWER PROFILE (SMH 3 TO SMH 1)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SMH 3
6$1,7$5<0+RIM: 795.87IE: 787.85 (S)IE: 787.85 (W)352 LF - 8" PVC@ 1.98%SMH 2
6$1,7$5<'5230+RIM: 787.98IE: 780.90 (E)IE: 776.68 (W)374 LF - 8" PVC@ 0.45%374 LF - 8" PVC@ 0.45%374 LF - 8" PVC@ 0.45%EXISTINGGRADESMH 1
6$1,7$5<0+RIM: 785.25IE: 775.00 (E)EX. IE: 774.90 (S)C28C29C30C31EX. 12" STEX. 12" STEX. 12" STEX. 12" WMN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021SANITARY SEWER PROFILESAUTHENTIX - MCHENRY
785790795800805810785790795800805810809.5809.1809.1809.6808.9806.4805.8805.4796.1795.7803.32803.08800.65799.45802.67802.60802.79802.11795.9120+00 21+00 22+00 23+00 24+0024+21SANITARY SEWER PROFILE (SMH 5 TO SMH 3)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PROPOSEDFINISHED GRADEEXISTINGGRADESMH 5
6$1,7$5<'5230+RIM: 803.27IE: 790.55 (N)IE: 799.22 (S)IE: 790.55 (E)IE: 790.55 (W)368 LF - 8" PVC@ 0.45%SMH 4
6$1,7$5<'5230+RIM: 802.35IE: 796.63 (S)IE: 788.90 (E)IE: 788.15 (N)SMH 3
6$1,7$5<0+RIM: 795.87IE: 787.85 (S)IE: 787.85 (W)65 LF - 8" PVC@ 0.46%C33C34C35C37C38C39C40PR. 6" STPR. 6" WMPR. 8" WMPR. 10" STPR. 24" STEX. 12" WMEX. ELEC.785790795800805810815785790795800805810815806.3809.4810.4806.9805.6808.1809.5801.85803.12803.28803.28803.28803.24803.3150+00 51+00 52+00 53+00 53+50SANITARY SEWER PROFILE (SMH 10 TO SMH 5)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PROPOSEDFINISHED GRADEEXISTINGGRADESMH 10
6$1,7$5<0+RIM: 801.95IE: 791.88 (E)IE: 791.88 (S)SMH 5
6$1,7$5<'5230+RIM: 803.27IE: 790.55 (N)IE: 799.22 (S)IE: 790.55 (E)IE: 790.55 (W)294 LF - 8" PVC@ 0.45%C43C02PR. 6" STPR. 10" STN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021SANITARY SEWER PROFILESAUTHENTIX - MCHENRY
790795800805810790795800805810794.0795.9797.5799.3800.9802.1801.16801.77802.67803.40803.25803.5340+00 41+00 42+00 42+35SANITARY SEWER PROFILE (SMH 9 TO SMH 8)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PROPOSEDFINISHED GRADEEXISTINGGRADESMH 9
6$1,7$5<0+RIM: 801.12IE: 796.50 (W)225 LF - 8" PVC@ 1.00%SMH 8
6$1,7$5<0+RIM: 803.44IE: 798.85 (W)IE: 795.75 (S)IE: 794.25 (E)IE: 794.25 (N)790795800805810815790795800805810815801.4802.1803.2804.2806.3808.5810.0810.3810.1809.9809.7809.4801.84803.51802.60802.25802.55802.53802.77802.99802.63803.41803.52802.3930+00 31+00 32+00 33+00 34+00 35+00 35+29SANITARY SEWER PROFILE (SMH 8 TO SMH 5)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PROPOSEDFINISHED GRADEEXISTINGGRADESMH 8
6$1,7$5<0+RIM: 803.44IE: 798.85 (W)IE: 795.75 (S)IE: 794.25 (E)IE: 794.25 (N)SMH 7
6$1,7$5<0+RIM: 801.86IE: 793.88 (S)IE: 793.88 (NW)SMH 6
6$1,7$5<0+RIM: 802.42IE: 793.39 (SE)IE: 791.85 (W)SMH 5
6$1,7$5<'5230+RIM: 803.27IE: 790.55 (N)IE: 799.22 (S)IE: 790.55 (E)IE: 790.55 (W)43 LF - 8" PVC@ 1.00%82 LF - 8" PVC@ 0.45%110 LF - 8" PVC@ 0.45%289 LF - 8" PVC@ 0.45%C49C44C50PR. 8" WMPR. 8" WMPR. 30" STN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021SANITARY SEWER PROFILESAUTHENTIX - MCHENRY
785790795800805810785790795800805810790.5791.8793.2794.4795.7796.7798.2799.6803.8806.5803.6802.7802.7806.0801.27801.31801.46801.46801.45801.24801.15801.25801.04801.66801.82802.28801.91801.9860+00 61+00 62+00 63+00 64+00 65+00 66+00 66+48SANITARY SEWER PROFILE (SMH 13 TO SMH 10)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'EXISTINGGRADEPROPOSEDFINISHED GRADESMH 13
6$1,7$5<0+RIM: 801.25IE: 794.75 (W)212 LF - 8" PVC@ 0.45%SMH 12
6$1,7$5<0+RIM: 801.33IE: 793.80 (E)IE: 793.80 (SW)SMH 11
6$1,7$5<'5230+RIM: 801.83IE: 792.69 (NE)IE: 797.31 (S)IE: 792.69 (W)SMH 10
6$1,7$5<0+RIM: 801.95IE: 791.88 (E)IE: 791.88 (S)181 LF - 8" PVC@ 0.45%C08C10C12C16C15C25C22C20C19C17PR. 18" STPR. 18" STPR. 6" STPR. 6" WMPR. 6" STPR. 6" WMPR. 6" WMPR. 15" STPR. 30" STN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021SANITARY SEWER PROFILESAUTHENTIX - MCHENRY
790795800805810815790795800805810815811.1804.1803.00803.0099+70 100+00 100+46SANITARY SEWER PROFILE (CLUBHOUSE)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PROPOSEDFINISHED GRADEEXISTINGGRADEPR. BLDG.FF = 803.00CO 13&/($1287RIM: 802.40IE: 796.90 (S)IE: 796.90 (N)SMH 4
6$1,7$5<'5230+RIM: 802.35IE: 796.63 (S)IE: 788.90 (E)IE: 788.15 (N)790795800805810815790795800805810815810.6809.9809.4805.85804.10803.06109+70 110+00 110+73SANITARY SEWER PROFILE (BLDG 1A)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PROPOSEDFINISHED GRADEEXISTINGGRADECO 1&/($1287RIM: 805.25IE: 799.73 (S)IE: 799.73 (N)51 LF - 6" PVC@ 1.00%SMH 5
6$1,7$5<'5230+RIM: 803.27IE: 790.55 (N)IE: 799.22 (S)IE: 790.55 (E)IE: 790.55 (W)12 LF - 6" PVC@ 1.00%790795800805810815790795800805810815804.1802.7801.8805.50803.71803.42119+70 120+00 120+76SANITARY SEWER PROFILE (BLDG 2B)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'790795800805810815790795800805810815806.6806.7804.50803.20129+70 130+00 130+39SANITARY SEWER PROFILE (BLDG 3B)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'790795800805810815790795800805810815808.5807.7805.5803.92802.15801.77139+70 140+00 140+74SANITARY SEWER PROFILE (BLDG 4A)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 803.95PR. BLDG.FF = 804.50PR. BLDG.FF = 805.50PR. BLDG.FF = 805.85CO 2&/($1287RIM: 804.80IE: 799.40 (W)IE: 799.40 (E)SMH 8
6$1,7$5<0+RIM: 803.44IE: 798.85 (W)IE: 795.75 (S)IE: 794.25 (E)IE: 794.25 (N)PROPOSEDFINISHED GRADEEXISTINGGRADECO 3&/($1287RIM: 804.23IE: 798.24 (W)IE: 798.24 (E)10 LF - 6" PVC@ 1.00%CO 4&/($1287RIM: 803.25IE: 797.85 (S)IE: 797.85 (N)54 LF - 6" PVC@ 1.00%SMH 11
6$1,7$5<'5230+RIM: 801.83IE: 792.69 (NE)IE: 797.31 (S)IE: 792.69 (W)PROPOSEDFINISHED GRADEEXISTINGGRADEEXISTINGGRADEPROPOSEDFINISHED GRADEEXISTINGGRADE10 LF - 6" PVC@ 1.00%55 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 2.89%13 LF - 6" PVC@ 2.21%C11C41C46C45PR. 10" STPR. 8" WMPR. 6" STPR. 8" WM10 LF - 6" PVC@ 1.00%26 LF - 6" PVC@ 1.05%6" SAN STUBIE: 799.856" SAN STUBIE: 799.506" SAN STUBIE: 798.506" SAN STUBIE: 797.95N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021BUILDING SERVICE PROFILESAUTHENTIX - MCHENRY
790795800805810815790795800805810815800.3806.8802.90802.12149+70 150+00 150+49SANITARY SEWER PROFILE (BLDG 5A)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 802.90790795800805810815790795800805810815805.8804.7803.8803.50801.61801.10159+70 160+00 160+74SANITARY SEWER PROFILE (BLDG 6B)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 803.50785790795800805810785790795800805810797.4797.4797.4801.79801.07801.00169+70 170+00 170+53SANITARY SEWER PROFILE (BLDG 7B)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 801.75785790795800805810785790795800805810794.6794.1794.0803.50801.82801.10179+70 180+00 180+65SANITARY SEWER PROFILE (BLDG 8B)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 803.50785790795800805810785790795800805810799.0799.3799.3803.50803.31803.51189+70 190+00 190+59SANITARY SEWER PROFILE (BLDG 9A)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 803.50CO 5&/($1287RIM: 802.60IE: 796.81 (N)IE: 796.81 (S)PROPOSEDFINISHED GRADEEXISTINGGRADECO 6&/($1287RIM: 802.90IE: 797.39 (S)IE: 797.39 (N)PROPOSEDFINISHED GRADEEXISTINGGRADE30 LF - 6" PVC@ 1.03%CO 7&/($1287RIM: 802.37IE: 795.66 (NW)IE: 795.66 (SE)8 LF - 6" PVC@ 1.14%6" WYECONNECTIONIE: 793.546" WYECONNECTIONIE: 792.9051 LF - 6" PVC@ 1.00%11 LF - 6" PVC@ 1.04%PROPOSEDFINISHED GRADEEXISTINGGRADE10 LF - 6" PVC@ 1.00%CO 8&/($1287RIM: 803.20IE: 797.40 (S)IE: 797.40 (N)42 LF - 6" PVC@ 1.01%6" WYECONNECTIONIE: 794.17PROPOSEDFINISHED GRADEEXISTINGGRADE6" WYECONNECTIONIE: 795.083 LF - 6" PVC@ 1.00%CO 9&/($1287RIM: 803.40IE: 797.47 (N)IE: 797.47 (S)43 LF - 6" PVC@ 1.00%PROPOSEDFINISHED GRADEEXISTINGGRADE6" WYECONNECTIONIE: 791.9727 LF - 6" PVC@ 2.26%9 LF - 6" PVC@ 1.00%C52C53C23C14C01PR. 12" STPR. 8" WMPR. 8" WMPR. 8" WMPR. 10" ST6" SAN STUBIE: 796.906" SAN STUBIE: 797.506" SAN STUBIE: 795.756" SAN STUBIE: 797.506" SAN STUBIE: 797.50N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021BUILDING SERVICE PROFILESAUTHENTIX - MCHENRY
785790795800805810785790795800805810795.5796.3796.4803.25802.12802.04199+70 200+00 200+59SANITARY SEWER PROFILE (BLDG 10B)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'785790795800805810785790795800805810792.2791.8791.6803.50801.63801.16209+70 210+00 210+67SANITARY SEWER PROFILE (BLDG 11A)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 803.25PR. BLDG.FF = 803.50785790795800805810785790795800805810791.3791.9791.9802.00801.42801.44219+70 220+00 220+51SANITARY SEWER PROFILE (BLDG 12A)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 802.00785790795800805810785790795800805810806.4806.4807.0802.75803.20803.37229+70230+00 230+65SANITARY SEWER PROFILE (GROUNDS BLDG)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PR. BLDG.FF = 802.753 LF - 6" PVC@ 1.00%CO 10&/($1287RIM: 803.15IE: 797.22 (N)IE: 797.22 (S)43 LF - 6" PVC@ 1.00%6" WYECONNECTIONIE: 795.93PROPOSEDFINISHED GRADEEXISTINGGRADE6" WYECONNECTIONIE: 794.56CO 11&/($1287RIM: 802.85IE: 797.40 (S)IE: 797.40 (N)44 LF - 6" PVC@ 1.00%10 LF - 6" PVC@ 1.00%PROPOSEDFINISHED GRADEEXISTINGGRADE9 LF - 6" PVC@ 1.00%CO 12&/($1287RIM: 801.80IE: 795.91 (N)IE: 795.91 (S)29 LF - 6" PVC@ 1.03%6" WYECONNECTIONIE: 794.52PROPOSEDFINISHED GRADEEXISTINGGRADE6" WYECONNECTIONIE: 791.3547 LF - 6" PVC@ 1.52%CO 14&/($1287RIM: 802.39IE: 796.72 (E)IE: 796.72 (W)3 LF - 6" PVC@ 1.00%PROPOSEDFINISHED GRADEEXISTINGGRADEC26C27C54C05C04PR. 8" WMPR. 8" WMPR. 8" WMPR. 12" STPR. 12" ST6" SAN STUBIE: 797.256" SAN STUBIE: 797.506" SAN STUBIE: 796.006" SAN STUBIE: 796.75N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg5/27/2021BUILDING SERVICE PROFILESAUTHENTIX - MCHENRY
EXHIBIT C
Temporary Marketing Signage
Exhibit 'C'
Temporary Marketing Signage Map
TEMPORARY MARKETING SIGNAGE TO CONSIST OF UP TO SINGLE FACED OR DOUBLE
SIDED "V" SHAPED SIGNS. SIGNAGE AREA NOT TO EXCEED 32 SF PER FACE.
TEMPORARY MARKETING SIGNAGE TO CONSIST OF UP TO (2) SINGLE FACED OR
DOUBLE FACED "V" SHAPED SIGNS. SIGNAGE AREA NOT TO EXCEED 32 SF PER FACE.
EXHIBIT D
Fee Schedule
Fee Calculation Sum
School Impact Fees
Efficiency + 1BR · $0.00
2BR $718.00 * (112) 2BR Homes $80,416.00
3BR $1,961.00 * (32) 3BR Homes $62,752.00
Total $143,168.00
Park Impact Fees
Efficiency $1,553.00 * (32) Efficiency Homes $49,696.00
1BR $2,110.00 * (112) 1BR Homes $236,320.00
2BR $2,297.00 * (112) 2 BR Homes $257,264.00
3BR $3,664.00 * (32) 3 BR Homes $117,248.00
Private Park Credit TBD $160,528.00
Total $500,000.00
Library $356.00 * (288) homes $102,528.00
Fire $356.00 * (288) homes $102,528.00
Combined Water and Sanitary Capital Development Fees
Efficiency $1,605.55 * (32 Homes) $51,377.60
1BR $1,846.14 * (112) 1BR Homes $206,767.68
2BR $2,715.84 * (112) 2BR Homes $304,174.08
3BR $3,550.39 * (32) 3BR Homes $113,612.48
Total $675,931.84
Note: An additional Water and Sanitary Capital Development Fee shall be paid for the clubhouse/pool
building based on the City’s current fee schedule for Non-Residential Building Uses.
Exhibit E
AN ORDINANCE PROPOSING THE ESTABLISHMENT OF A BACKUP SPECIAL SERVICE
AREA #12 IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AND TO LEVY
TAXES FOR THE PURPOSE OF PAYING THE COST OF PROVIDING SPECIAL SERVICES
IN AND FOR SUCH AREA IF THE PROPERTY OWNERS FAIL TO PROVIDE SAID
SERVICES.
ORDINANCE NO 21-
AN ORDINANCE PROPOSING THE ESTABLISHMENT OF A BACKUP SPECIAL SERVICE AREA #12
IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AND TO LEVY TAXES FOR THE
PURPOSE OF PAYING THE COST OF PROVIDING SPECIAL SERVICES IN AND FOR SUCH AREA IF
THE PROPERTY OWNERS FAIL TO PROVIDE SAID SERVICES.
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City’s home rule powers and functions
as granted in the Constitution of the State of Illinois; and
WHEREAS, the constitutional authority for home rule powers is set forth in Article VII,
Section 6, of the Constitution of the State of Illinois in force July 1, 1971, which provides in
relevant part as follows:
§6. Powers of Home Rule Units.
Except as limited by this Section, a home rule unit may exercise any power and perform
any function pertaining to its government affairs including, but not limited to, the power
to regulate for the protection of the public health, safety, morals and welfare; to license;
to tax; and to incur debt.
WHEREAS, special space areas are established pursuant to the provisions of the “Special
Service Area Tax Law”, 35ILCS 200/27-35, as amended, and pursuant to the Revenue Act of 1939
of the State of Illinois, as amended; and
WHEREAS, it is in the public interest that the establishment of the area hereinafter
described as a backup special service area for the purpose set forth herein be considered (the
“Area”); and
WHEREAS, the Area is compact and contiguous and is totally within the corporate limits
of the City of McHenry, McHenry County, Illinois (the “City”); and
WHEREAS, Continental 601 Fund LLC. (the “Contract Purchaser”) is under contract to
purchase the property known as Lot 1 of the Final Plat of Subdivision of Authentix at McHenry,
which has been annexed to the City, which said property is located on the property legally
described in “EXHIBIT A”, attached hereto and incorporated by reference; and
WHEREAS, Vantage McHenry Holdings, LLC. (the “Owner”) or its successors and assigns
may develop land known as Lot 2 of the Final Plat of Subdivision of Authentix at McHenry legally
described in EXHIBIT A; and
WHEREAS, the Contract Purchaser is proposing to construct a storm water detention
basin (“Stormwater Facilities”) located at the north end of said Lot 1 which shall also service said
Lot 2 for future development, as identified in the Stormwater Management Report (the
“Stormwater Report”) dated March 25, 2021 by V3 Company attached hereto as “EXHIBIT B”;
and
WHEREAS, maintenance of the Stormwater Facilities by the City are special services which
may lawfully be paid from additional taxes upon the Area; and
WHEREAS, the City intends that the Stormwater Facilities be maintained in good working
order, subject to availability of sufficient funds from the Taxes (as hereinafter defined); and
WHEREAS, the City intends that the Taxes (as hereinafter defined) be set aside as a
reserve fund as a backup method of financing for the purpose of reconstructing, replacing,
rehabilitating, reconfiguring, and improving the Stormwater Facilities in the event that the
Contract Purchaser and the Owner or their successors and assigns fail to maintain said
Stormwater Facilities and thirty (30) days’ notice has been given to the property owner(s); and
WHEREAS, the Area will benefit specifically from the special services to be provided (the
“Services”) and the Services are unique and in addition to municipal services provided to the City
as a whole, and it is, therefore, in the best interests of the City that the establishment of the Area
be considered; and
WHEREAS, it is in the public interest that taxes be levied by the City at a rate or amount
of tax sufficient to provide revenues required for the purpose of paying the cost of provided the
Services (the “Taxes”); and
WHEREAS, an annual tax shall be levied upon all taxable property with the Area from time
to time, as determined by the Mayor and City Council, in an amount to be determined of the
value as equalized or assessed by the McHenry County Assessor’s Office of all taxable property
in the Area, which shall not exceed 0.25% of the equalized or assessed value of the Area, in
addition to all other taxes permitted by law. Said Taxes shall not exceed more than $10,000.00
for the initial year for which Taxes would be levied.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: That the preambles of this ordinance are hereby incorporated into this text
as if set out herein in full.
SECTION 2: That a Public Hearing shall be held at 7:00 p.m. on , 2021,
at the McHenry Municipal Building, 333 South Green Street, McHenry, Illinois (the “Hearing”) to
consider the establishment of the Area in the territory, and for the purpose of providing the
Services, as full described in the Notice of Public Hearing set forth in Section 4 hereof (the
“Notice”), and to consider the tax levy described in the Notice.
SECTION 3: That notice of the Hearing shall be given by publication and mailing. Notice
by publication shall be given by publication at least once not less than thirty (30) days prior to
the Hearing on___________, 2021 in the Northwest Heard, the same being a newspaper having
a general circulation within the City. Notice by mailing shall be given by depositing the Notice in
the United States mail addressed to the person or persons in whose name the general taxes for
the last preceding year were paid on each lot, block, tract, or parcel of land lying within the Area.
The Notice shall be mailed not less than ten (10) days prior to the time set for the Hearing. In the
even taxes for the last preceding year were not paid, the Notice shall be sent to the person last
listed on the tax rolls prior to that year as the owner of said property.
SECTION 4: That the Notice shall be in substantial conformance with the following form:
Notice of Public Hearing
City of McHenry, McHenry County, Illinois
Special Service Area #12
NOTICE IS HEREBY GIVEN that at 7:00 p.m., , 2021, at the McHenry
Municipal Building, 333 South Green Street, McHenry, Illinois, a hearing (the “Hearing”) will be
held by the City Council of the City of McHenry, McHenry County, Illinois (the “City”), to consider
the establishment of Special Service Area #12 of the City consisting of the following described
territory (the “Area”):
PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID
SECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF,
42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT-
OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID
CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0 FEET
(DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER
OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35
MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE
SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN
DOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES
35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID
LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT
NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE
THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE
NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77 FEET (DEED
= NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89 DEGREES 53
MINUTES 39 SECONDS EAST ALONG THE SOU TH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90 DEGREES
00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS WEST
ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST,
574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT
COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT-
OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID
RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39
FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING
THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST
QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO.
1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE,
1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35
MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT
2 IN COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING
TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676; THENCE NORTH 0
DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF
THE PROPERTY DESCRIBED IN SAID DOCUMENT NO. 98R00052114, A DISTANCE OF 507.00 FEET TO THE
PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
An accurate map of said territory is on file in the Office of the City Clerk of said City and is
available for public inspection.
The permanent tax index numbers of each parcel located within the proposed special
service area are 09-23-400-004 and 09-23-400-031 and the property consists of Lots 1 and 2 of
the Authentix at McHenry subdivision. The proposed special service area is located east of Route
31 and east, north and south of Blake Boulevard.
The purpose of the establishment of said Special Service Area #12 is to provide a backup
method of financing special services to said Special Service Area, including all costs of operation,
upkeep, maintenance, repair, replacement, alteration, safekeeping and improvement of the
Stormwater Facilities, in the event the property owner(s) or their successors and assigns fail to
maintain said Stormwater Facilities within 30 days of a written request by the City to undertake
and complete such operation, upkeep, maintenance, repair, replacement, alteration,
safekeeping and improvement of the Stormwater Facilities (the “special services”), as the case
may be, in the City’s sole discretion without the obligation to do so. Time is of the essence.
The City shall provide written notice to the owner(s) of record within the Area of any
failures or deficiencies associated with the Stormwater Facilities and such owner(s) shall have a
30-day period for undertaking such operational changes, upkeep, maintain, repair, replaces or
alter or improve the Stormwater Facilities as set forth in the City’s notice. Unless emergency
circumstances exist, the City shall wait 30 days’ time from the date of its notice before the City
undertakes such corrective action.
The nature of the proposed special services within the proposed special service area is for
new construction and maintenance. Funds received from the proposed special service area by
the City may be used by the City or its designated contractor to pay for the special services.
At the hearing, there will be considered a special service area tax levy from time to time,
as determined by the Mayor and City Council, and an annual tax for providing such special
services in Special Service Area #12, in an amount to not to exceed 0.25% of the assessed value
of the Area – per annum. The maximum rate of taxes to be extended within the proposed special
service area in any year would not exceed 0.25% of the assessed value of the taxable real
property within the Area and the term of the proposed special service area would be perpetual,
with no maximum term or number of years, if the proposed special service area is established.
The proposed amount of the tax levy for special services for the initial year for which taxes would
be levied would be no more than $10,000.
All interested persons affected by the establishment of said Special Service Area #12 and
the levy of said tax, including all owners of real estate located within said Special Service Area,
will be given an opportunity to be heard at said hearing regarding the proposed establishment of
said backup Special Service Area and the levy of said tax and an opportunity to file objections to
the proposed establishment of said backup Special Service Area and the levy of said tax and the
amount thereof.
At said public hearing, any interested persons affected by said proposed back up Special
Service Area may file with the City Clerk of said City written objections to and may be heard orally
in respect to any issues embodied in this notice. The Mayor and City Council of said City shall hear
and determine all protests and objections at said hearing, and said hearing may be adjourned to
another date without further notice other than a motion to be entered upon the minutes fixing
the time and place of its adjournment.
If a petition signed by at least 51% of the electors residing within said Special Service Area
#12 and by at least 51% of the owners of record of the land included within the boundaries of
said Special Service Area #12 is filed with the City Clerk of said City within 60 days following the
final adjournment of said public hearing objecting to the creation of said Special Service Area
#12, the levy or imposition of a tax for the provision of special services to said Special Service
Area #12, or to a proposed increase in the tax rate, no such backup Special Service Area #12 may
be created, or tax may be levied or imposed nor rate increased.
By order of the Mayor and City Council of the City of McHenry, McHenry County, Illinois.
Dated this ____ day of _____________, 2021.
/signed/ __________________
Trisha Ramel, City Clerk
City of McHenry
McHenry County, Illinois
SECTION 5: That all ordinances, orders and resolutions and parts thereof in conflict
herewith be and the same are hereby superseded, and this ordinance shall be in full force and
effect forthwith upon its adoption and approval.
Passed this 7th day of June, 2021.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Wayne Jett, Mayor Trisha Ramel, City Clerk