HomeMy WebLinkAboutPacket - 3/6/2023 - 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, March 6, 2023, 7:00 p.m.
City Council Chamber, 333 S Green St, McHenry, IL 60050
1.Call to Order.
2.Roll Call.
3.Pledge of Allegiance.
4.Proclamation recognizing Chris Moore’s Class 3A Individual Wrestling State Championship and
proclaiming the week of March 6, 2023 as Chris Moore State Champion Week.
5.Public Comments.
6. Consent Agenda. Motion to Approve the following Consent Agenda Items as presented:
A.Ratify the Statement of Intent for participating in the multi-jurisdictional McHenry County
Natural Hazard Mitigation Plan. (Deputy City Clerk Johnson)
B.Resolution of commitment for funding and authorization for the Mayor to execute a grant
agreement with the Illinois Department of Natural Resources for the purpose of installing asphalt
pavement in the Miller Riverfront Park Boat Launch parking area. (Public Works Director
Strange)
C.Resolution authorizing the Deputy City Clerk to Update the Official Zoning Map and to Publish
a Notice of the Zoning Map Update. (Deputy City Clerk Johnson)
D.Authorize the execution of the following Farm Lease Agreements:
a. Lease Agreement w/David Laufer (former Levy Property)
b.Lease Agreement w/ Bauer Family (Petersen Farm)
c. Lease Agreement w Charles Schaefer (Riverside Hollow Property)
d.Lease Agreement w Charles Schaefer (Petersen Ballfield Annex Property)
e. Lease Agreement w Charles Schaefer (Curran Road Property)
E.February 21, 2023 City Council Meeting Minutes;
F.Issuance of Checks in the amount of $96,289.51.
7. Individual Action Item Agenda.
A.Revocable License Agreement with 1252 Green LLC
Motion to approve an Ordinance authorizing the execution of a Revocable License Agreement
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between the City of McHenry and 1252 Green LLC for improvements to and the use of a portion
of Neumann Park. (Community Development Director Polerecky)
B. Revocable Right-of-Way Encroachment Agreement with Riverside I LLC
Motion to approve an Ordinance authorizing the execution of a Revocable Right-of-Way
Agreement between the City of McHenry and Riverside I LLC for use of the public right-of-way
(sidewalk) at 1401 Riverside Drive. (Community Development Director Polerecky)
C. Residences at Fox Meadows Approvals
Motion to approve an Ordinance Granting Final Plan and Plat of Subdivision Approval, and
Vacating Public Right-Of-Way For The Residences At Fox Meadows Planned Unit Development
Located on the Northeast Corner Of Il-31 And Veterans Parkway; and an Ordinance Authorizing
the Mayors Execution of a Development Agreement with Cunat Inc. for the Residences at Fox
Meadows Multifamily Development. (Community Development Director Polerecky)
8. Discussion Item Agenda.
9. Staff Reports.
Staff reports are provided the first meeting of each month.
10. Mayor’s Report.
11. City Council Comments.
12. Executive Session to discuss the purchase or lease of real property for the use of the public body (5
ILCS 120/2(c)(5).); and for the setting of a price for sale or lease of property owned by the public (5
ILCS 120/2(c)(6).).
13. Motion to approve and authorize the Mayor to execute a Standstill Agreement between the City of
McHenry and Shodeen Group LLC and direct City Staff to negotiate a redevelopment agreement
with Shodeen Group LLC for certain properties within McHenry. (Staff)
14. 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.
This meeting will be live streamed with a quorum of the City Council physically present. Public comments may only be
heard by members of the public physically present at the meeting. Remote public comments will not be heard. The public
can listen and view the meeting from the following link https://cityofmchenry.zoom.us/j/86219663033
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Proclamation
WHEREAS, Chris Moore represented McHenry High School at the I HSA
Individual Wrestling State Tournament; and
WHEREAS, Chris Moore won the Class 3A 170-pound state title; and
WHEREAS, Chris Moore finished the season with a 43-0 record; and
WHEREAS, Chris Moore will advance his academic and athletic career at the
University of Illinois.
NOW THEREFORE, I, Wayn e Jett , Mayor of McHenry, do hereby proclaim
the week of March 6th, 2023, as Chris Moore State Champion Week in the City of
McHenry. I urge all citizens to recognize and extend their admiration to Chris Moore
for his accomplishments and representing his City and school.
FURTHERMORE, a copy of this proclamation shall be presented to Chris
Moore to be displayed in a prominent place in recognition of his efforts.
Passed and approved this 6th day of March , 2023.
Signed: _________________________________
Mayor
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Monte Johnson
Deputy City Clerk
333 S Gre e n 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 th e highest quality of programs and
services in a customer-oriented, efficient, and fiscally responsible manner.
CONSENT AGENDA ITEM
DATE: March 6, 2023
TO: Mayor and City Council
FROM: Monte Johnson
RE: Natural Hazard Mitigation Planning
ATT: Statement of Intent
AGENDA ITEM SUMMARY:
The McHenry County Hazard Mitigation Committee is updating the Natural Hazards Mitigation
Plan in 2023. The City needs to participate to be eligible for any funds that may arise from the
EMA. The Statement of Intent has been signed by Mayor Jett, and it is recommended that
Council ratify the action taken to participate in the hazard mitigation planning process.
RECOMMENDATION:
Therefore, if Council concurs, it is recommended a motion be made to ratify the Statement of
Intent for p artic ipating in the multi-jurisdict ional McHenry County Natural Hazard Mitigation
Plan.
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Statement of Intent in Natural Hazard Mitigation Planning
City of McHenry
As a potential participant in the Hazard Mitigation Assistance Program, the City of McHenry,
Illinois hereby states their interest in participating in the multi -jurisdictional McHenry County
Natural Hazard Mitigation Plan.
During the planning implementation update, the City of McHenry, Illinois agrees to participate in
the hazard mitigation planning process.
We understand that the process will include a variety of meetings and/or workgroups that will
require a degree of participation from a designated representative(s) from the munic ipality.
As, signed, we further understand that this is a voluntary program and participation may benefit
our jurisdiction by identifying hazards and prioritizing potential projects to mitigate the effects of
these natural hazards. This statement of intent is nonbinding and is subject to any applicable local
legal requirements.
____________________________________________________________________________
Signature of Authorized Representative Date
____________________________________________________________________________
Print Name Title of Representative
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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: March 6, 2023
TO: Mayor and City Council
FROM: Troy Strange, P.E., Director of Public Works
Greg Gruen, P.E., Staff Engineer
RE: Miller Riverfront Park Boat Launch Grant Agreement
ATT: Illinois Department of Natural Resources (IDNR) Grant Agreement
Notification of Award
AGENDA ITEM SUMMARY:
Staff requests that the City Council consider passing a resolution of commitment for funding and
authorization for the Mayor to sign a grant agreement with the IDNR for the purpose of installing
asphalt pavement in the Miller Riverfront Park Boat Launch parking area.
BACKGROUND:
In 2021, City staff applied for $150,000 in funding to the Illinois Department of Natural Resources
Illinois Boat Access Area Development Grant Program. This request was submitted for the
purpose of installing asphalt pavement at the Miller Riverfront Park Boat Launch parking area. In
December 2022, staff received notification that the application had been accepted and the City
would be eligible to receive funding for the project beginning in 2023. The total cost for the
project is estimated at approximately $200,000 which leaves a $50,000 local match requirement.
Because this grant requires the execution of an agreement with the IDNR and a funding
commitment for the local share of the project, staff is requesting that the City Council pass a
resolution affirming the City’s commitment to funding the local portion of the project.
Additionally, staff is requesting that the resolution grant the authority of the Mayor to approve
the agreement and any necessary revisions requested by the IDNR.
ANALYSIS:
The City’s local contribution for the project includes self-performed preliminary engineering as
well as an estimated $50,000 construction contribution which will be necessary in Fiscal Year
2024/2025. Staff does not anticipate any inabilities for the City to fund the local match for this
project and is therefore recommending the approval of this resolution.
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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.
RECOMMENDATION:
Therefore, if Council concurs, it is recommended that the City Council approve a resolution of
commitment for funding and authorizing the Mayor to sign a grant agreement with the IDNR
for the purpose of installing asphalt pavement in the Miller Riverfront Park Boat Launch parking
area.
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Agreement No. BA 22-301
State of Illinois
GRANT AGREEMENT FISCAL YEAR 2023 1/18/22
Page 1 of 40
GRANT AGREEMENT
BETWEEN
THE STATE OF ILLINOIS, DEPARTMENT OF NATURAL RESOURCES
AND
MCHENRY, CITY OF
The Department of Natural Resources (Grantor), with its principal office at One Natural Resources Way, Springfield
Illinois 62702-1271, and McHenry, City of (Grantee), with its principal office at 333 S. Green Street, McHenry, IL
60050 and payment address (if different than principal office) at 333 S. Green Street, McHenry, IL 60050, hereby
enter into this Grant Agreement (Agreement). Grantor and Grantee are collectively referred to herein as “Parties”
or individually as a “Party.”
PART ONE – THE UNIFORM TERMS
RECITALS
WHEREAS. it is the intent of the Parties to perform consistent with all Exhibits and attachments hereto
and pursuant to the duties and responsibilities imposed by Grantor under the laws of the State of Illinois ("State")
and in accordance with the terms, conditions and provisions hereof.
NOW, THEREFORE, in consideration of the foregoing and the mutual agreements contained herein, and
for other good and valuable consideration, the value, receipt and sufficiency of which are acknowledged, the
Parties hereto agree as follows:
ARTICLE I
AWARD AND GRANTEE-SPECIFIC INFORMATION AND CERTIFICATION
1.1. DUNS Number; SAM Registration; Nature of Entity. Under penalties of perjury, Grantee certifies
that: 065244878 is Grantee’s correct DUNS Number; N2MTMUDG6XH8 is Grantee’s correct UEI, if applicable;
Grantee has an active State registration and SAM registration; and 36-6005993 is Grantee’s correct FEIN or Social
Security Number. Grantee further certifies, if applicable: (a) that Grantee is not subject to backup withholding
because (i) Grantee is exempt from backup withholding, or (ii) Grantee has not been notified by the Internal
Revenue Service (IRS) that Grantee is subject to backup withholding as a result of a failure to report all interest or
dividends, or (iii) the IRS has notified Grantee that Grantee is no longer subject to backup withholding; and (b)
Grantee is a U.S. citizen or other U.S. person. Grantee is doing business as a (check one):
Individual Pharmacy-Non Corporate
Sole Proprietorship Pharmacy/Funeral Home/Cemetery Corp.
Partnership Tax Exempt
Corporation (includes Not For Profit) Limited Liability Company (select
Medical Corporation applicable tax classification)
X Governmental Unit P = partnership
Estate or Trust C = corporation
If Grantee has not received a payment from the State of Illinois in the last two years, Grantee must submit a W-9
tax form with this Agreement.
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Agreement No. BA 22-301
State of Illinois
GRANT AGREEMENT FISCAL YEAR 2023 1/18/22
Page 2 of 40
1.2. Amount of Agreement. Grant Funds (check one) X shall not exceed or are estimated to be
$ 150,000.00, of which $ 0.00 are federal funds. Grantee agrees to accept Grantor’s payment as specified in the
Exhibits and attachments incorporated herein as part of this Agreement.
1.3. Identification Numbers. If applicable, the Federal Award Identification Number (FAIN) is N/A, the
federal awarding agency is N/A, and the Federal Award date is N/A. If applicable, the Assistance Listing Program
Title is N/A and Assistance Listing Number is N/A. The Catalog of State Financial Assistance (CSFA) Number is 422-
11-1095 and the CSFA Name is Boat Access Area Development. The State Award Identification Number is 1095-
39071.
1.4. Term. This Agreement shall be effective on 3/1/2023 and shall expire on 2/28/2025 (the "Term"),
unless terminated pursuant to this Agreement.
1.5. Certification. Grantee certifies under oath that (1) all representations made in this Agreement
are true and correct and (2) all Grant Funds awarded pursuant to this Agreement shall be used only for the
purpose(s) described herein. Grantee acknowledges that the Award is made solely upon this certification and that
any false statements, misrepresentations, or material omissions shall be the basis for immediate termination of
this Agreement and repayment of all Grant Funds.
1.6. Signatures. In witness whereof, the Parties hereto have caused this Agreement to be executed
by their duly authorized representatives.
State of Illinois, Department of Natural Resources McHenry, City of
By: ____________________________________ By: ____________________________________
Signature of IDNR Director Signature of Authorized Representative
Date: __________________________________ Date: __________________________________
Printed Name: Natalie Finnie Printed Name: __________________________
Printed Title: IDNR Director Printed Title: ____________________________
E-mail: ________________________________
By: ____________________________________
Signature of First Other Approver, if Applicable
Date: __________________________________
Printed Name: Meta Darnell
Printed Title: Chief Fiscal Officer
By: ____________________________________
Signature of Second Other Approver, if Applicable
Date: __________________________________
Printed Name: Renee Snow
Printed Title: Legal Counsel
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Agreement No. BA 22-301
State of Illinois
GRANT AGREEMENT FISCAL YEAR 2023 1/18/22
Page 3 of 40
ARTICLE II
REQUIRED REPRESENTATIONS
2.1. Standing and Authority. Grantee warrants that:
(a) Grantee is duly organized, validly existing and in good standing, if applicable, under the
laws of the state in which it was incorporated or organized.
(b) Grantee has the requisite power and authority to execute and deliver this Agreement
and all documents to be executed by it in connection with this Agreement, to perform its obligations
hereunder and to consummate the transactions contemplated hereby.
(c) If Grantee is organized under the laws of another jurisdiction, Grantee warrants that it is
also duly qualified to do business in Illinois and, if applicable, is in good standing with the Illinois Secretary
of State.
(d) The execution and delivery of this Agreement, and the other documents to be executed
by Grantee in connection with this Agreement, and the performance by Grantee of its obligations
hereunder have been duly authorized by all necessary entity action.
(e) This Agreement and all other documents related to this Agreement, including the
Uniform Grant Application, the Exhibits and attachments to which Grantee is a party constitute the legal,
valid and binding obligations of Grantee enforceable against Grantee in accordance with their respective
terms.
2.2. Compliance with Internal Revenue Code. Grantee certifies that it does and will comply with all
provisions of the federal Internal Revenue Code (26 USC 1), the Illinois Income Tax Act (35 ILCS 5), and all rules
promulgated thereunder, including withholding provisions and timely deposits of employee taxes and
unemployment insurance taxes.
2.3. Compliance with Federal Funding Accountability and Transparency Act of 2006. Grantee certifies
that it does and will comply with the reporting requirements of the Federal Funding Accountability and
Transparency Act of 2006 (P.L. 109-282) (FFATA) with respect to Federal Awards greater than or equal to $30,000.
A FFATA sub-award report must be filed by the end of the month following the month in which the award was
made.
2.4. Compliance with Uniform Grant Rules (2 CFR Part 200). Grantee certifies that it shall adhere to
the applicable Uniform Administrative Requirements, Cost Principles, and Audit Requirements, which are
published in Title 2, Part 200 of the Code of Federal Regulations ("2 CFR Part 200"), and are incorporated herein
by reference. 44 Ill. Admin. Code 7000.40(c)(1)(A). The requirements of 2 CFR Part 200 apply to the Grant Funds
awarded through this Agreement, regardless of whether the original source of the funds is State or federal, unless
an exception is noted in federal or State statutes or regulations. 44 Ill. Admin. Code 7000.10(c)(8); 30 ILCS
708/5(b).
2.5. Compliance with Registration Requirements. Grantee certifies that it: (i) is registered with the
federal SAM; (ii) is in good standing with the Illinois Secretary of State, if applicable; (iii) has a valid DUNS Number;
(iv) has a valid UEI, if applicable; and (v) has successfully completed the annual registration and prequalification
through the Grantee Portal. It is Grantee’s responsibility to remain current with these registrations and
requirements. If Grantee’s status with regard to any of these requirements changes, or the certifications made in
and information provided in the Uniform Grant Application changes, Grantee must notify the Grantor in
accordance with ARTICLE XVIII.
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Agreement No. BA 22-301
State of Illinois
GRANT AGREEMENT FISCAL YEAR 2023 1/18/22
Page 4 of 40
ARTICLE III
DEFINITIONS
3.1. Definitions. Capitalized words and phrases used in this Agreement have the meanings stated in 2
CFR 200.1 unless otherwise stated below.
“Agreement” or “Grant Agreement” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Allowable Costs” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Award” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Budget” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Catalog of State Financial Assistance” or “CSFA” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Close-out Report” means a report from the Grantee allowing the Grantor to determine whether all
applicable administrative actions and required work have been completed, and therefore closeout actions can
commence.
“Conflict of Interest” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Direct Costs” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Disallowed Costs” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“DUNS Number” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Financial Assistance” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Fixed-Rate” has the same meaning as in 44 Ill. Admin. Code 7000.30. “Fixed-Rate” is in contrast to fee-for-
service, 44 Ill. Admin. Code 7000.30.
“GATU” means the Grant Accountability and Transparency Unit within the Governor's Office of
Management and Budget.
"Grant" has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Grant Funds” means the Financial Assistance made available to Grantee through this Agreement.
“Grantee Portal” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Indirect Costs” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Indirect Cost Rate” means a device for determining in a reasonable manner the proportion of indirect
costs each Program should bear. It is a ratio (expressed as a percentage) of the Indirect Costs to a Direct Cost base.
If reimbursement of Indirect Costs is allowable under an Award, Grantor will not reimburse those Indirect Costs
unless Grantee has established an Indirect Cost Rate covering the applicable activities and period of time, unless
Indirect Costs are reimbursed at a fixed rate.
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Agreement No. BA 22-301
State of Illinois
GRANT AGREEMENT FISCAL YEAR 2023 1/18/22
Page 5 of 40
“Indirect Cost Rate Proposal” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Obligations” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Period of Performance” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Prior Approval” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Profit” means an entity’s total revenue less its operating expenses, interest paid, depreciation, and taxes.
“Profit” is synonymous with the term “net revenue.”
“Program” means the services to be provided pursuant to this Agreement.
“Program Costs” means all Allowable Costs incurred by Grantee and the value of the contributions made
by third parties in accomplishing the objectives of the Award during the Term of this Agreement.
“Related Parties” has the meaning set forth in Financial Accounting Standards Board (FASB) Accounting
Standards Codification (ASC) 850-10-20.
“SAM” means the federal System for Award Management (SAM), the federal repository into which an
entity must provide information required for the conduct of business as a recipient.
“Unallowable Costs” has the same meaning as in 44 Ill. Admin. Code 7000.30.
“Unique Entity Identifier” or “UEI” has the same meaning as in 44 Ill. Admin. Code 7000.30.
ARTICLE IV
PAYMENT
4.1. Availability of Appropriation; Sufficiency of Funds. This Agreement is contingent upon and
subject to the availability of sufficient funds. Grantor may terminate or suspend this Agreement, in whole or in
part, without penalty or further payment being required, if (i) sufficient funds for this Agreement have not been
appropriated or otherwise made available to the Grantor by the State or the federal funding source, (ii) the
Governor or Grantor reserves funds, or (iii) the Governor or Grantor determines that funds will not or may not be
available for payment. Grantor shall provide notice, in writing, to Grantee of any such funding failure and its
election to terminate or suspend this Agreement as soon as practicable. Any suspension or termination pursuant
to this Section will be effective upon the date of the written notice unless otherwise indicated.
4.2. Pre-Award Costs. Pre-award costs are not permitted unless specifically authorized by the
Grantor in Exhibit A, PART TWO or PART THREE of this Agreement. If they are authorized, pre-award costs must
be charged to the initial Budget Period of the Award, unless otherwise specified by the Grantor. 2 CFR 200.458.
4.3. Return of Grant Funds. Any Grant Funds remaining that are not expended or legally obligated by
Grantee, including those funds obligated pursuant to ARTICLE XVII, at the end of the Agreement period, or in the
case of capital improvement Awards at the end of the time period Grant Funds are available for expenditure or
obligation, shall be returned to Grantor within forty-five (45) days. A Grantee who is required to reimburse Grant
Funds and who enters into a deferred payment plan for the purpose of satisfying a past due debt, shall be
required to pay interest on such debt as required by Section 10.2 of the Illinois State Collection Act of 1986. 30
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Agreement No. BA 22-301
State of Illinois
GRANT AGREEMENT FISCAL YEAR 2023 1/18/22
Page 6 of 40
ILCS 210; 44 Ill. Admin. Code 7000.450(c). In addition, as required by 44 Ill. Admin. Code 7000.440(b)(2), unless
granted a written extension, Grantee must liquidate all obligations incurred under the Award at the end of the
period of performance.
4.4. Cash Management Improvement Act of 1990. Unless notified otherwise in PART TWO or PART
THREE, federal funds received under this Agreement shall be managed in accordance with the Cash Management
Improvement Act of 1990 (31 USC 6501 et seq.) and any other applicable federal laws or regulations. 2 CFR
200.305; 44 Ill. Admin. Code 7000.120.
4.5. Payments to Third Parties. Grantee agrees that Grantor shall have no liability to Grantee when
Grantor acts in good faith to redirect all or a portion of any Grantee payment to a third party. Grantor will be
deemed to have acted in good faith when it is in possession of information that indicates Grantee authorized
Grantor to intercept or redirect payments to a third party or when so ordered by a court of competent
jurisdiction.
4.6. Modifications to Estimated Amount. If the Agreement amount is established on an estimated
basis, then it may be increased by mutual agreement at any time during the Term. Grantor may decrease the
estimated amount of this Agreement at any time during the Term if (i) Grantor believes Grantee will not use the
funds during the Term, (ii) Grantor believes Grantee has used funds in a manner that was not authorized by this
Agreement, (iii) sufficient funds for this Agreement have not been appropriated or otherwise made available to
the Grantor by the State or the federal funding source, (iv) the Governor or Grantor reserves funds, or (v) the
Governor or Grantor determines that funds will or may not be available for payment. Grantee will be notified, in
writing, of any adjustment of the estimated amount of this Agreement. In the event of such reduction, services
provided by Grantee under Exhibit A may be reduced accordingly. Grantee shall be paid for work satisfactorily
performed prior to the date of the notice regarding adjustment. 2 CFR 200.308.
4.7. Interest.
(a) All interest earned on Grant Funds held by a Grantee shall be treated in accordance
with 2 CFR 200.305(b)(9), unless otherwise provided in PART TWO or PART THREE. Any amount due shall
be remitted annually in accordance with 2 CFR 200.305(b)(9) or to the Grantor, as applicable.
(b) Grant Funds shall be placed in an insured account, whenever possible, that bears
interest, unless exempted under 2 CFR 200.305(b)(8).
4.8. Timely Billing Required. Grantee must submit any payment request to Grantor within fifteen (15)
days of the end of the quarter, unless another billing schedule is specified in PART TWO, PART THREE or Exhibit
C. Failure to submit such payment request timely will render the amounts billed an unallowable cost which
Grantor cannot reimburse. In the event that Grantee is unable, for good cause, to submit its payment request
timely, Grantee shall timely notify Grantor and may request an extension of time to submit the payment request.
Grantor’s approval of Grantee’s request for an extension shall not be unreasonably withheld.
4.9. Certification. Pursuant to 2 CFR 200.415, each invoice and report submitted by Grantee (or sub-
grantee) must contain the following certification by an official authorized to legally bind the Grantee (or sub-
grantee):
By signing this report [or payment request or both], I certify to the best of my
knowledge and belief that the report [or payment request] is true, complete,
and accurate; that the expenditures, disbursements and cash receipts are for
the purposes and objectives set forth in the terms and conditions of the State
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Agreement No. BA 22-301
State of Illinois
GRANT AGREEMENT FISCAL YEAR 2023 1/18/22
Page 7 of 40
or federal pass-through award; and that supporting documentation has been
submitted as required by the grant agreement. I acknowledge that approval for
any other expenditure described herein shall be considered conditional subject
to further review and verification in accordance with the monitoring and
records retention provisions of the grant agreement. I am aware that any false,
fictitious, or fraudulent information, or the omission of any material fact, may
subject me to criminal, civil or administrative penalties for fraud, false
statements, false claims or otherwise. (U.S. Code Title 18, Section 1001 and
Title 31, Sections 3729-3730 and 3801-3812; 30 ILCS 708/120).
ARTICLE V
SCOPE OF GRANT ACTIVITIES/PURPOSE OF GRANT
5.1. Scope of Grant Activities/Purpose of Grant. Grantee will conduct the Grant Activities or provide
the services as described in the Exhibits and attachments, including Exhibit A (Project Description) and Exhibit B
(Deliverables), incorporated herein and in accordance with all terms and conditions set forth herein and all
applicable administrative rules. In addition, the State’s Notice of State Award (44 Ill. Admin. Code 7000.360) is
incorporated herein by reference. All Grantor-specific provisions and programmatic reporting required under this
Agreement are described in PART TWO (The Grantor-Specific Terms). All Project-specific provisions and reporting
required under this Agreement are described in PART THREE.
5.2. Scope Revisions. Grantee shall obtain Prior Approval from Grantor whenever a scope revision is
necessary for one or more of the reasons enumerated in 2 CFR 200.308. All requests for scope revisions that
require Grantor approval shall be signed by Grantee’s authorized representative and submitted to Grantor for
approval. Expenditure of funds under a requested revision is prohibited and will not be reimbursed if expended
before Grantor gives written approval. 2 CFR 200.308.
5.3. Specific Conditions. If applicable, specific conditions required after a risk assessment will be
included in Exhibit G. Grantee shall adhere to the specific conditions listed therein.
ARTICLE VI
BUDGET
6.1. Budget. The Budget is a schedule of anticipated grant expenditures that is approved by Grantor
for carrying out the purposes of the Award. When Grantee or third parties support a portion of expenses
associated with the Award, the Budget includes the non-federal as well as the federal share (and State share if
applicable) of grant expenses. The Budget submitted by Grantee at application, or a revised Budget subsequently
submitted and approved by Grantor, is considered final and is incorporated herein by reference.
6.2. Budget Revisions. Grantee shall obtain Prior Approval from Grantor whenever a Budget revision
is necessary for one or more of the reasons enumerated in 2 CFR 200.308 or 44 Ill. Admin. Code 7000.370(b). All
requests for Budget revisions that require Grantor approval shall be signed by Grantee’s authorized
representative and submitted to Grantor for approval. Expenditure of funds under a requested revision is
prohibited and will not be reimbursed if expended before Grantor gives written approval.
6.3. Notification. Within thirty (30) calendar days from the date of receipt of the request for Budget
revisions, Grantor will review the request and notify Grantee whether the Budget revision has been approved,
denied, or the date upon which a decision will be reached.
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Agreement No. BA 22-301
State of Illinois
GRANT AGREEMENT FISCAL YEAR 2023 1/18/22
Page 8 of 40
ARTICLE VII
ALLOWABLE COSTS
7.1. Allowability of Costs; Cost Allocation Methods. The allowability of costs and cost allocation
methods for work performed under this Agreement shall be determined in accordance with 2 CFR Part 200
Subpart E and Appendices III, IV, V, and VII.
7.2. Indirect Cost Rate Submission.
(a) All grantees, except for Local Education Agencies (as defined in 34 CFR 77.1), must make
an Indirect Cost Rate election in the Grantee Portal, even grantees that do not charge or expect to charge
Indirect Costs. 44 Ill. Admin. Code 7000.420(e).
(i) Waived and de minimis Indirect Cost Rate elections will remain in effect until
the Grantee elects a different option.
(b) Grantee must submit an Indirect Cost Rate Proposal in accordance with federal and
State regulations, in a format prescribed by Grantor. For grantees who have never negotiated an Indirect
Cost Rate before, the Indirect Cost Rate Proposal must be submitted for approval no later than three
months after the effective date of the Award. For grantees who have previously negotiated an Indirect
Cost Rate, the Indirect Cost Rate Proposal must be submitted for approval within 180 days of the
Grantee’s fiscal year end, as dictated in the applicable appendices, such as:
(i) Appendix V and VII to 2 CFR Part 200 governs Indirect Cost Rate Proposals for
state and local governments,
(ii) Appendix III to 2 CFR Part 200 governs Indirect Cost Rate Proposals for public
and private institutions of higher education,
(iii) Appendix IV to 2 CFR Part 200 governs Indirect (F&A) Costs Identification and
Assignment, and Rate Determination for Nonprofit Organizations, and
(iv) Appendix V to 2 CFR Part 200 governs state/Local Governmentwide Central
Service Cost Allocation Plans.
(c) A grantee who has a current, applicable rate negotiated by a cognizant federal agency
shall provide to Grantor a copy of its Indirect Cost Rate acceptance letter from the federal government
and a copy of all documentation regarding the allocation methodology for costs used to negotiate that
rate, e.g., without limitation, the cost policy statement or disclosure narrative statement. Grantor will
accept that Indirect Cost Rate, up to any statutory, rule-based or programmatic limit.
(d) A grantee who does not have a current negotiated rate, may elect to charge a de
minimis rate of 10% of modified total direct costs which may be used indefinitely. No documentation is
required to justify the 10% de minimis Indirect Cost Rate. 2 CFR 200.414(f).
7.3. Transfer of Costs. Cost transfers between Grants, whether as a means to compensate for cost
overruns or for other reasons, are unallowable. 2 CFR 200.451.
7.4. Higher Education Cost Principles. The federal cost principles that apply to public and private
institutions of higher education are set forth in 2 CFR Part 200 Subpart E and Appendix III.
7.5. Nonprofit Organizations Cost Principles. The federal cost principles that apply to Nonprofit
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Organizations that are not institutions of higher education are set forth in 2 CFR Part 200 Subpart E, unless
exempt under 2 CFR Part 200 Appendix VIII.
7.6. Government Cost Principles. The federal cost principles that apply to state, local and federally-
recognized Indian tribal governments are set forth in 2 CFR Part 200 Subpart E, Appendix V, and Appendix VII.
7.7. Commercial Organization Cost Principles. The federal cost principles and procedures for cost
analysis and the determination, negotiation and allowance of costs that apply to commercial organizations are set
forth in 48 CFR Part 31.
7.8. Financial Management Standards. The financial management systems of Grantee must meet the
following standards:
(a) Accounting System. Grantee organizations must have an accounting system that
provides accurate, current, and complete disclosure of all financial transactions related to each state- and
federally-funded Program. Accounting records must contain information pertaining to state and federal
pass-through awards, authorizations, obligations, unobligated balances, assets, outlays, and income.
These records must be maintained on a current basis and balanced at least quarterly. Cash contributions
to the Program from third parties must be accounted for in the general ledger with other Grant Funds.
Third party in-kind (non-cash) contributions are not required to be recorded in the general ledger, but
must be under accounting control, possibly through the use of a memorandum ledger. To comply with 2
CFR 200.305(b)(7)(i) and 30 ILCS 708/520, Grantee shall use reasonable efforts to ensure that funding
streams are delineated within Grantee’s accounting system. 2 CFR 200.302.
(b) Source Documentation. Accounting records must be supported by such source
documentation as canceled checks, bank statements, invoices, paid bills, donor letters, time and
attendance records, activity reports, travel reports, contractual and consultant agreements, and
subaward documentation. All supporting documentation should be clearly identified with the Award and
general ledger accounts which are to be charged or credited.
(i) The documentation standards for salary charges to grants are prescribed by 2
CFR 200.430, and in the cost principles applicable to the entity’s organization (Paragraphs 7.4
through 7.7).
(ii) If records do not meet the standards in 2 CFR 200.430, then Grantor may notify
Grantee in PART TWO, PART THREE or Exhibit G of the requirement to submit Personnel activity
reports. 2 CFR 200.430(i)(8). Personnel activity reports shall account on an after-the-fact basis
for one hundred percent (100%) of the employee's actual time, separately indicating the time
spent on the Grant, other grants or projects, vacation or sick leave, and administrative time, if
applicable. The reports must be signed by the employee, approved by the appropriate official,
and coincide with a pay period. These time records should be used to record the distribution of
salary costs to the appropriate accounts no less frequently than quarterly.
(iii) Formal agreements with independent contractors, such as consultants, must
include a description of the services to be performed, the period of performance, the fee and
method of payment, an itemization of travel and other costs which are chargeable to the
agreement, and the signatures of both the contractor and an appropriate official of Grantee.
(iv) If third party in-kind (non-cash) contributions are used for Grant purposes, the
valuation of these contributions must be supported with adequate documentation.
(c) Internal Control. Effective control and accountability must be maintained for all cash,
real and personal property, and other assets. Grantee must adequately safeguard all such property and
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must provide assurance that it is used solely for authorized purposes. Grantee must also have systems in
place that provide reasonable assurance that the information is accurate, allowable, and compliant with
the terms and conditions of this Agreement. 2 CFR 200.303.
(d) Budget Control. Records of expenditures must be maintained for each Award by the
cost categories of the approved Budget (including indirect costs that are charged to the Award), and
actual expenditures are to be compared with budgeted amounts at least quarterly.
(e) Cash Management. Requests for advance payment shall be limited to Grantee's
immediate cash needs. Grantee must have written procedures to minimize the time elapsing between the
receipt and the disbursement of Grant Funds to avoid having excess funds on hand. 2 CFR 200.305.
7.9. Profits. It is not permitted for any person or entity to earn a Profit from an Award. See, e.g., 2
CFR 200.400(g); see also 30 ILCS 708/60(a)(7).
7.10. Management of Program Income. Grantee is encouraged to earn income to defray program
costs where appropriate, subject to 2 CFR 200.307.
ARTICLE VIII
REQUIRED CERTIFICATIONS
8.1. Certifications. Grantee shall be responsible for compliance with the enumerated certifications to
the extent that the certifications apply to Grantee.
(a) Bribery. Grantee certifies that it has not been convicted of bribery or attempting to
bribe an officer or employee of the State of Illinois, nor made an admission of guilt of such conduct which
is a matter of record (30 ILCS 500/50-5).
(b) Bid Rigging. Grantee certifies that it has not been barred from contracting with a unit of
state or local government as a result of a violation of Paragraph 33E-3 or 33E-4 of the Criminal Code of
1961 (720 ILCS 5/33E-3 or 720 ILCS 5/33E-4, respectively).
(c) Debt to State. Grantee certifies that neither it, nor its affiliate(s), is/are barred from
receiving an Award because Grantee, or its affiliate(s), is/are delinquent in the payment of any debt to the
State, unless Grantee, or its affiliate(s), has/have entered into a deferred payment plan to pay off the
debt, and Grantee acknowledges Grantor may declare the Agreement void if the certification is false (30
ILCS 500/50-11).
(d) International Boycott. Grantee certifies that neither it nor any substantially owned
affiliated company is participating or shall participate in an international boycott in violation of the
provision of the U.S. Export Administration Act of 1979 (50 USC Appendix 2401 et seq.) or the regulations
of the U.S. Department of Commerce promulgated under that Act (15 CFR Parts 730 through 774).
(e) Dues and Fees. Grantee certifies that it is not prohibited from receiving an Award
because it pays dues or fees on behalf of its employees or agents, or subsidizes or otherwise reimburses
them for payment of their dues or fees to any club which unlawfully discriminates (775 ILCS 25/1 et seq.).
(f) Pro-Children Act. Grantee certifies that it is in compliance with the Pro-Children Act of
2001 in that it prohibits smoking in any portion of its facility used for the provision of health, day care,
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early childhood development services, education or library services to children under the age of eighteen
(18), which services are supported by federal or state government assistance (except such portions of the
facilities which are used for inpatient substance abuse treatment) (20 USC 7181-7184).
(g) Drug-Free Work Place. If Grantee is not an individual, Grantee certifies it will provide a
drug free workplace pursuant to the Drug Free Workplace Act. 30 ILCS 580/3. If Grantee is an individual
and this Agreement is valued at more than $5,000, Grantee certifies it shall not engage in the unlawful
manufacture, distribution, dispensation, possession, or use of a controlled substance during the
performance of the Agreement. 30 ILCS 580/4. Grantee further certifies that it is in compliance with the
government-wide requirements for a drug-free workplace as set forth in 41 USC 8102.
(h) Motor Voter Law. Grantee certifies that it is in full compliance with the terms and
provisions of the National Voter Registration Act of 1993 (52 USC 20501 et seq.).
(i) Clean Air Act and Clean Water Act. Grantee certifies that it is in compliance with all
applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 USC 7401 et seq.) and
the Federal Water Pollution Control Act, as amended (33 USC 1251 et seq.).
(j) Debarment. Grantee certifies that it is not debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from participation in this Agreement by any
federal department or agency 2 CFR 200.205(a), or by the State (30 ILCS 708/25(6)(G)).
(k) Non-procurement Debarment and Suspension. Grantee certifies that it is in compliance
with Subpart C of 2 CFR Part 180 as supplemented by 2 CFR Part 376, Subpart C.
(l) Grant for the Construction of Fixed Works. Grantee certifies that all Programs for the
construction of fixed works which are financed in whole or in part with funds provided by this Agreement
shall be subject to the Prevailing Wage Act (820 ILCS 130/0.01 et seq.) unless the provisions of that Act
exempt its application. In the construction of the Program, Grantee shall comply with the requirements of
the Prevailing Wage Act including, but not limited to, inserting into all contracts for such construction a
stipulation to the effect that not less than the prevailing rate of wages as applicable to the Program shall
be paid to all laborers, workers, and mechanics performing work under the Award and requiring all bonds
of contractors to include a provision as will guarantee the faithful performance of such prevailing wage
clause as provided by contract.
(m) Health Insurance Portability and Accountability Act. Grantee certifies that it is in
compliance with the Health Insurance Portability and Accountability Act of 1996 (HIPAA), Public Law No.
104-191, 45 CFR Parts 160, 162 and 164, and the Social Security Act, 42 USC 1320d-2 through 1320d-7, in
that it may not use or disclose protected health information other than as permitted or required by law
and agrees to use appropriate safeguards to prevent use or disclosure of the protected health
information. Grantee shall maintain, for a minimum of six (6) years, all protected health information.
(n) Criminal Convictions. Grantee certifies that neither it nor a managerial agent of Grantee
(for non-governmental grantees only, this includes any officer, director or partner of Grantee) has been
convicted of a felony under the Sarbanes-Oxley Act of 2002, nor a Class 3 or Class 2 felony under Illinois
Securities Law of 1953, or that at least five (5) years have passed since the date of the conviction.
Grantee further certifies that it is not barred from receiving an Award under 30 ILCS 500/50-10.5, and
acknowledges that Grantor shall declare the Agreement void if this certification is false.
(o) Forced Labor Act. Grantee certifies that it complies with the State Prohibition of Goods
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from Forced Labor Act, and certifies that no foreign-made equipment, materials, or supplies furnished to
the State under this Agreement have been or will be produced in whole or in part by forced labor, convict
labor, or indentured labor under penal sanction (30 ILCS 583).
(p) Illinois Use Tax. Grantee certifies in accordance with 30 ILCS 500/50-12 that it is not
barred from receiving an Award under this Paragraph. Grantee acknowledges that this Agreement may
be declared void if this certification is false.
(q) Environmental Protection Act Violations. Grantee certifies in accordance with 30 ILCS
500/50-14 that it is not barred from receiving an Award under this Paragraph. Grantee acknowledges that
this Agreement may be declared void if this certification is false.
(r) Goods from Child Labor Act. Grantee certifies that no foreign-made equipment,
materials, or supplies furnished to the State under this Agreement have been produced in whole or in part
by the labor of any child under the age of twelve (12) (30 ILCS 584).
(s) Federal Funding Accountability and Transparency Act of 2006. Grantee certifies that it
is in compliance with the terms and requirements of 31 USC 6101.
(t) Illinois Works Review Panel. For Awards made for public works projects, as defined in
the Illinois Works Jobs Program Act, Grantee certifies that it and any contractor(s) or sub-contractor(s)
that performs work using funds from this Award, shall, upon reasonable notice, appear before and
respond to requests for information from the Illinois Works Review Panel. 30 ILCS 559/20-25(d).
ARTICLE IX
CRIMINAL DISCLOSURE
9.1. Mandatory Criminal Disclosures. Grantee shall continue to disclose to Grantor all violations of
criminal law involving fraud, bribery or gratuity violations potentially affecting this Award. 30 ILCS 708/40.
Additionally, if Grantee receives over $10 million in total Financial Assistance, funded by either State or federal
funds, during the period of this Award, Grantee must maintain the currency of information reported to SAM
regarding civil, criminal or administrative proceedings as required by 2 CFR 200.113 and Appendix XII of 2 CFR
Part 200, and 30 ILCS 708/40.
ARTICLE X
UNLAWFUL DISCRIMINATION
10.1. Compliance with Nondiscrimination Laws. Grantee, its employees and subcontractors under
subcontract made pursuant to this Agreement, shall comply with all applicable provisions of State and federal
laws and regulations pertaining to nondiscrimination, sexual harassment and equal employment opportunity
including, but not limited to, the following laws and regulations and all subsequent amendments thereto:
(a) The Illinois Human Rights Act (775 ILCS 5/1-101 et seq.), including, without limitation, 44
Ill. Admin. Code Part 750, which is incorporated herein;
(b) The Public Works Employment Discrimination Act (775 ILCS 10/1 et seq.);
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(c) The United States Civil Rights Act of 1964 (as amended) (42 USC 2000a - 2000h-6). (See
also guidelines to Federal Financial Assistance Recipients Regarding Title VI Prohibition Against National
Origin Discrimination Affecting Limited English Proficient Persons [Federal Register: February 18, 2002
(Volume 67, Number 13, Pages 2671-2685)]);
(d) Section 504 of the Rehabilitation Act of 1973 (29 USC 794);
(e) The Americans with Disabilities Act of 1990 (as amended) (42 USC 12101 et seq.); and
(f) The Age Discrimination Act (42 USC 6101 et seq.).
ARTICLE XI
LOBBYING
11.1. Improper Influence. Grantee certifies that no Grant Funds have been paid or will be paid by or on
behalf of Grantee to any person for influencing or attempting to influence an officer or employee of any
government agency, a member of Congress or Illinois General Assembly, an officer or employee of Congress or
Illinois General Assembly, or an employee of a member of Congress or Illinois General Assembly in connection
with the awarding of any agreement, the making of any grant, the making of any loan, the entering into of any
cooperative agreement, or the extension, continuation, renewal, amendment or modification of any agreement,
grant, loan or cooperative agreement. 31 USC 1352. Additionally, Grantee certifies that it has filed the required
certification under the Byrd Anti-Lobbying Amendment (31 USC 1352), if applicable.
11.2. Federal Form LLL. If any funds, other than federally-appropriated funds, were paid or will be paid
to any person for influencing or attempting to influence any of the above persons in connection with this
Agreement, the undersigned must also complete and submit Federal Form LLL, Disclosure of Lobbying Activities
Form, in accordance with its instructions.
11.3. Lobbying Costs. Grantee certifies that it is in compliance with the restrictions on lobbying set
forth in 2 CFR 200.450. For any Indirect Costs associated with this Agreement, total lobbying costs shall be
separately identified in the Program Budget, and thereafter treated as other Unallowable Costs.
11.4. Procurement Lobbying. Grantee warrants and certifies that it and, to the best of its knowledge,
its sub-grantees have complied and will comply with Executive Order No. 1 (2007) (EO 1-2007). EO 1-2007
generally prohibits Grantees and subcontractors from hiring the then-serving Governor’s family members to
lobby procurement activities of the State, or any other unit of government in Illinois including local governments,
if that procurement may result in a contract valued at over $25,000. This prohibition also applies to hiring for that
same purpose any former State employee who had procurement authority at any time during the one-year
period preceding the procurement lobbying activity.
11.5. Subawards. Grantee must include the language of this ARTICLE XI in the award documents for
any subawards made pursuant to this Award at all tiers. All sub-grantees are also subject to certification and
disclosure. Pursuant to Appendix II(I) to 2 CFR Part 200, Grantee shall forward all disclosures by contractors
regarding this certification to Grantor.
11.6. Certification. This certification is a material representation of fact upon which reliance was
placed to enter into this transaction and is a prerequisite for this transaction, pursuant to 31 USC 1352. Any
person who fails to file the required certifications shall be subject to a civil penalty of not less than $10,000, and
not more than $100,000, for each such failure.
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ARTICLE XII
MAINTENANCE AND ACCESSIBILITY OF RECORDS; MONITORING
12.1. Records Retention. Grantee shall maintain for three (3) years from the date of submission of the
final expenditure report, adequate books, all financial records and, supporting documents, statistical records, and
all other records pertinent to this Award, adequate to comply with 2 CFR 200.334, unless a different retention
period is specified in 2 CFR 200.334, 44 Ill. Admin. Code 7000.430(a) and (b) or PART TWO or PART THREE. If any
litigation, claim or audit is started before the expiration of the retention period, the records must be retained
until all litigation, claims or audit exceptions involving the records have been resolved and final action taken.
12.2. Accessibility of Records. Grantee, in compliance with 2 CFR 200.337 and 44 Ill. Admin.
Code 7000.430(f), shall make books, records, related papers, supporting documentation and personnel relevant
to this Agreement available to authorized Grantor representatives, the Illinois Auditor General, Illinois Attorney
General, any Executive Inspector General, the Grantor’s Inspector General, federal authorities, any person
identified in 2 CFR 200.337, and any other person as may be authorized by Grantor (including auditors), by the
State of Illinois or by federal statute. Grantee shall cooperate fully in any such audit or inquiry.
12.3. Failure to Maintain Books and Records. Failure to maintain books, records and supporting
documentation, as described in this ARTICLE XII, shall establish a presumption in favor of the State for the
recovery of any funds paid by the State under this Agreement for which adequate books, records and supporting
documentation are not available to support disbursement.
12.4. Monitoring and Access to Information. Grantee must monitor its activities to assure compliance
with applicable state and federal requirements and to assure its performance expectations are being achieved.
Grantor shall monitor the activities of Grantee to assure compliance with all requirements and performance
expectations of the award. Grantee shall timely submit all financial and performance reports, and shall supply,
upon Grantor’s request, documents and information relevant to the Award. Grantor may make site visits as
warranted by program needs. 2 CFR 200.329; 200.332. Additional monitoring requirements may be in PART
TWO or PART THREE.
ARTICLE XIII
FINANCIAL REPORTING REQUIREMENTS
13.1. Required Periodic Financial Reports. Grantee agrees to submit financial reports as requested and
in the format required by Grantor. Grantee shall file quarterly reports with Grantor describing the expenditure(s)
of the funds related thereto, unless more frequent reporting is required by the Grantee pursuant to specific
award conditions. 2 CFR 200.208. Unless so specified, the first of such reports shall cover the first three months
after the Award begins, and reports must be submitted no later than the due date(s) specified in PART TWO or
PART THREE, unless additional information regarding required financial reports is set forth in Exhibit G. Failure to
submit the required financial reports may cause a delay or suspension of funding. 30 ILCS 705/1 et seq.; 2 CFR
208(b)(3) and 200.328. Any report required by 30 ILCS 708/125 may be detailed in PART TWO or PART THREE.
13.2. Close-out Reports.
(a) Grantee shall submit a Close-out Report no later than the due date specified in PART
TWO or PART THREE, which must be no later than 60 calendar days following the end of the period of
performance for this Agreement or Agreement termination. The format of this Close-out Report shall
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follow a format prescribed by Grantor. 2 CFR 200.344; 44 Ill. Admin. Code 7000.440(b).
(b) If an audit or review of Grantee occurs and results in adjustments after Grantee submits
a Close-out Report, Grantee will submit a new Close-out Report based on audit adjustments, and
immediately submit a refund to Grantor, if applicable. 2 CFR 200.345.
13.3. Effect of Failure to Comply. Failure to comply with reporting requirements shall result in the
withholding of funds, the return of Improper Payments or Unallowable Costs, will be considered a material
breach of this Agreement and may be the basis to recover Grant Funds. Grantee's failure to comply with this
ARTICLE XIII, ARTICLE XIV, or ARTICLE XV shall be considered prima facie evidence of a breach and may be
admitted as such, without further proof, into evidence in an administrative proceeding before Grantor, or in any
other legal proceeding. Grantee should refer to the State of Illinois Grantee Compliance Enforcement System for
policy and consequences for failure to comply. 44 Ill. Admin. Code 7000.80.
ARTICLE XIV
PERFORMANCE REPORTING REQUIREMENTS
14.1. Required Periodic Performance Reports. Grantee agrees to submit Performance Reports as
requested and in the format required by Grantor. Performance Measures listed in Exhibit E must be reported
quarterly, unless otherwise specified in PART TWO, PART THREE or Exhibit G. Unless so specified, the first of
such reports shall cover the first three months after the Award begins. If Grantee is not required to report
performance quarterly, then Grantee must submit a Performance Report at least annually. Pursuant to 2 CFR
200.208, specific conditions may be imposed requiring Grantee to report more frequently based on the risk
assessment or the merit review of the application. In such cases, Grantor shall notify Grantee of same in Exhibit
G. Pursuant to 2 CFR 200.329 and 44 Ill. Admin. Code 7000.410(b)(2), periodic Performance Reports shall be
submitted no later than the due date(s) specified in PART TWO or PART THREE. For certain construction-related
Awards, such reports may be exempted as identified in PART TWO or PART THREE. 2 CFR 200.329. Failure to
submit such required Performance Reports may cause a delay or suspension of funding. 30 ILCS 705/1 et seq.
14.2. Close-out Performance Reports. Grantee agrees to submit a Close-out Performance Report, in
the format required by Grantor, no later than the due date specified in PART TWO or PART THREE, which must be
no later than 60 calendar days following the end of the period of performance or Agreement termination. 2 CFR
200.344; 44 Ill. Admin. Code 7000.440(b)(1).
14.3. Content of Performance Reports. Pursuant to 2 CFR 200.329(b) and (c), all Performance Reports
must relate the financial data and accomplishments to the performance goals and objectives of this Award and
also include the following: a comparison of actual accomplishments to the objectives of the award established for
the period; where the accomplishments can be quantified, a computation of the cost and demonstration of cost
effective practices (e.g., through unit cost data); performance trend data and analysis if required; and reasons
why established goals were not met, if appropriate. Appendices may be used to include additional supportive
documentation. Additional content and format guidelines for the Performance Reports will be determined by
Grantor contingent on the Award’s statutory, regulatory and administrative requirements, and are included in
PART TWO or PART THREE of this Agreement.
14.4. Performance Standards. Grantee shall perform in accordance with the Performance Standards
set forth in Exhibit F. 2 CFR 200.301; 200.210.
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ARTICLE XV
AUDIT REQUIREMENTS
15.1. Audits. Grantee shall be subject to the audit requirements contained in the Single Audit Act
Amendments of 1996 (31 USC 7501-7507) and Subpart F of 2 CFR Part 200, and the audit rules and policies set
forth by the Governor’s Office of Management and Budget. 30 ILCS 708/65(c); 44 Ill. Admin. Code 7000.90.
15.2. Consolidated Year-End Financial Reports (CYEFR). All grantees are required to complete and
submit a CYEFR through the Grantee Portal, except those exempted by federal or State statute or regulation, as
set forth in PART TWO or PART THREE. The CYEFR is a required schedule in the Grantee’s audit report if the
Grantee is required to complete and submit an audit report as set forth herein.
(a) This Paragraph 15.2 applies to all grantees, unless exempted pursuant to a federal or
state statute or regulation, which is identified in PART TWO or PART THREE.
(b) The CYEFR must cover the same period as the Audited Financial Statements, if required,
and must be submitted in accordance with the audit schedule at 44 Ill. Admin. Code 7000.90. If Audited
Financial Statements are not required, however, then the CYEFR must cover the Grantee’s fiscal year and
must be submitted within 6 months of the Grantee’s fiscal year-end.
(c) CYEFRs must include an in relation to opinion from the auditor of the financial
statements included in the CYEFR.
(d) CYEFRs shall follow a format prescribed by Grantor.
15.3. Entities That Are Not “For-Profit”.
(a) This Paragraph applies to Grantees that are not “for-profit” entities.
(b) Single and Program-Specific Audits. If, during its fiscal year, Grantee expends $750,000
or more in Federal Awards (direct federal and federal pass-through awards combined), Grantee must
have a single audit or program-specific audit conducted for that year as required by 2 CFR 200.501 and
other applicable sections of Subpart F of 2 CFR Part 200. The audit report packet must be completed as
described in 2 CFR 200.512 (single audit) or 2 CFR 200.507 (program-specific audit), 44 Ill. Admin. Code
7000.90(h)(1) and the current GATA audit manual and submitted to the Federal Audit Clearinghouse, as
required by 2 CFR 200.512. The results of peer and external quality control reviews, management letters
issued by the auditors and their respective corrective action plans if significant deficiencies or material
weaknesses are identified, and the Consolidated Year-End Financial Report(s) must be submitted to the
Grantee Portal. The due date of all required submissions set forth in this Paragraph is the earlier of (i) 30
calendar days after receipt of the auditor’s report(s) or (ii) nine (9) months after the end of the Grantee’s
audit period.
(c) Financial Statement Audit. If, during its fiscal year, Grantee expends less than $750,000
in Federal Awards, Grantee is subject to the following audit requirements:
(i) If, during its fiscal year, Grantee expends $500,000 or more in State Grants,
Grantee must have a financial statement audit conducted in accordance with the Generally
Accepted Government Auditing Standards (GAGAS). Grantee may be subject to additional
requirements in PART TWO, PART THREE or Exhibit G based on the Grantee’s risk profile.
(ii) If, during its fiscal year, Grantee expends less than $500,000 in State Grants,
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but expends $300,000 or more in State Grants, Grantee must have a financial statement audit
conducted in accordance with the Generally Accepted Auditing Standards (GAAS).
(iii) If Grantee is a Local Education Agency (as defined in 34 CFR 77.1), Grantee shall
have a financial statement audit conducted in accordance with GAGAS, as required by 23 Ill.
Admin. Code 100.110, regardless of the dollar amount of expenditures of State Grants.
(iv) If Grantee does not meet the requirements in subsections 15.3(b) and 15.3(c)(i-
iii) but is required to have a financial statement audit conducted based on other regulatory
requirements, Grantee must submit those audits for review.
(v) Grantee must submit its financial statement audit report packet, as set forth in
44 Ill. Admin. Code 7000.90(h)(2) and the current GATA audit manual, to the Grantee Portal
within the earlier of (i) 30 calendar days after receipt of the auditor’s report(s) or (ii) 6 months
after the end of the Grantee’s audit period.
15.4. “For-Profit” Entities.
(a) This Paragraph applies to Grantees that are “for-profit” entities.
(b) Program-Specific Audit. If, during its fiscal year, Grantee expends $750,000 or more in
federal pass-through funds from State Grants, Grantee is required to have a program-specific audit
conducted in accordance with 2 CFR 200.507. The auditor must audit federal pass-through programs with
federal pass-through Awards expended that, in the aggregate, cover at least 50 percent (0.50) of total
federal pass-through Awards expended. The audit report packet must be completed as described in 2 CFR
200.507 (program-specific audit), 44 Ill. Admin. Code 7000.90 and the current GATA audit manual, and
must be submitted to the Grantee Portal. The due date of all required submissions set forth in this
Paragraph is the earlier of (i) 30 calendar days after receipt of the auditor’s report(s) or (ii) nine (9)
months after the end of the Grantee’s audit period.
(c) Financial Statement Audit. If, during its fiscal year, Grantee expends less than $750,000
in federal pass-through funds from State Grants, Grantee must follow all of the audit requirements in
Paragraphs 15.3(c)(i)-(v), above.
(d) Publicly-Traded Entities. If Grantee is a publicly-traded company, Grantee is not subject
to the single audit or program-specific audit requirements, but is required to submit its annual audit
conducted in accordance with its regulatory requirements.
15.5. Performance of Audits. For those organizations required to submit an independent audit report,
the audit is to be conducted by the Illinois Auditor General (as required for certain governmental entities only), or
a Certified Public Accountant or Certified Public Accounting Firm licensed in the State of Illinois or in accordance
with Section 5.2 of the Illinois Public Accounting Act (225 ILCS 450/5.2). For all audits required to be performed
subject to Generally Accepted Government Auditing standards or Generally Accepted Auditing standards, Grantee
shall request and maintain on file a copy of the auditor’s most recent peer review report and acceptance letter.
Grantee shall follow procedures prescribed by Grantor for the preparation and submission of audit reports and
any related documents.
15.6. Delinquent Reports. When such audit reports or financial statements required under this
ARTICLE are prepared by the Illinois Auditor General, if they are not available by the above-specified due date,
they will be provided to Grantor within thirty (30) days of becoming available. Otherwise, Grantee should refer to
the State of Illinois Grantee Compliance Enforcement System for the policy and consequences for late reporting.
44 Ill. Admin. Code 7000.80.
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ARTICLE XVI
TERMINATION; SUSPENSION; NON-COMPLIANCE
16.1. Termination.
(a) This Agreement may be terminated, in whole or in part, by either Party for any or no
reason upon thirty (30) calendar days’ prior written notice to the other Party. If terminated by the
Grantee, Grantee must include the reasons for such termination, the effective date, and, in the case of a
partial termination, the portion to be terminated. If Grantor determines in the case of a partial
termination that the reduced or modified portion of the Award will not accomplish the purposes for
which the Award was made, Grantor may terminate the Agreement in its entirety. 2 CFR 200.340(a)(4).
(b) This Agreement may be terminated, in whole or in part, by Grantor without advance
notice:
(i) Pursuant to a funding failure under Paragraph 4.1;
(ii) If Grantee fails to comply with the terms and conditions of this or any Award,
application or proposal, including any applicable rules or regulations, or has made a false
representation in connection with the receipt of this or any Grant;
(iii) If the Award no longer effectuates the program goals or agency priorities as set
forth in Exhibit A, PART TWO or PART THREE; or
(iv) If Grantee breaches this Agreement and either (1) fails to cure such breach
within 15 calendar days’ written notice thereof, or (2) if such cure would require longer than 15
calendar days and the Grantee has failed to commence such cure within 15 calendar days’
written notice thereof. In the event that Grantor terminates this Agreement as a result of the
breach of the Agreement by Grantee, Grantee shall be paid for work satisfactorily performed
prior to the date of termination.
16.2. Suspension. Grantor may suspend this Agreement, in whole or in part, pursuant to a funding
failure under Paragraph 4.1 or if the Grantee fails to comply with terms and conditions of this or any Award. If
suspension is due to Grantee’s failure to comply, Grantor may withhold further payment and prohibit Grantee
from incurring additional obligations pending corrective action by Grantee or a decision to terminate this
Agreement by Grantor. Grantor may determine to allow necessary and proper costs that Grantee could not
reasonably avoid during the period of suspension.
16.3. Non-compliance. If Grantee fails to comply with the U.S. Constitution, applicable statutes,
regulations or the terms and conditions of this or any Award, Grantor may impose additional conditions on
Grantee, as described in 2 CFR 200.208. If Grantor determines that non-compliance cannot be remedied by
imposing additional conditions, Grantor may take one or more of the actions described in 2 CFR 200.339. The
Parties shall follow all Grantor policies and procedures regarding non-compliance, including, but not limited to,
the procedures set forth in the State of Illinois Grantee Compliance Enforcement System. 44 Ill. Admin. Code
7000.80 and 7000.260.
16.4. Objection. If Grantor suspends or terminates this Agreement, in whole or in part, for cause, or
takes any other action in response to Grantee’s non-compliance, Grantee may avail itself of any opportunities to
object and challenge such suspension, termination or other action by Grantor in accordance with any applicable
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processes and procedures, including, but not limited to, the procedures set forth in the State of Illinois Grantee
Compliance Enforcement System. 2 CFR 200.342; 44 Ill. Admin. Code 7000.80 and 7000.260.
16.5. Effects of Suspension and Termination.
(a) Grantor may credit Grantee for expenditures incurred in the performance of authorized
services under this Agreement prior to the effective date of a suspension or termination.
(b) Grantee shall not incur any costs or obligations that require the use of these Grant Funds
after the effective date of a suspension or termination, and shall cancel as many outstanding obligations as
possible.
(c) Costs to Grantee resulting from obligations incurred by Grantee during a suspension or
after termination of the Agreement are not allowable unless:
(i) Grantor expressly authorizes them in the notice of suspension or termination;
and
(ii) The costs result from obligations properly incurred before the effective date of
suspension or termination, are not in anticipation of the suspension or termination, and the costs
would be allowable if the Agreement was not suspended or terminated. 2 CFR 200.343.
16.6. Close-out of Terminated Agreements. If this Agreement is terminated, in whole or in part, the
Parties shall comply with all close-out and post-termination requirements of this Agreement. 2 CFR 200.340(d).
ARTICLE XVII
SUBCONTRACTS/SUB-GRANTS
17.1. Sub-recipients/Delegation. Grantee may not subcontract nor sub-grant any portion of this
Agreement nor delegate any duties hereunder without Prior Approval of Grantor. The requirement for Prior
Approval is satisfied if the subcontractor or sub-grantee has been identified in the Uniform Grant Application,
such as, without limitation, a Project Description, and Grantor has approved. Grantee must notify any potential
sub-recipient that the sub-recipient shall obtain and provide to the Grantee a Unique Entity Identifier prior to
receiving a subaward. 2 CFR 25.300.
17.2. Application of Terms. Grantee shall advise any sub-grantee of funds awarded through this
Agreement of the requirements imposed on them by federal and state laws and regulations, and the provisions of
this Agreement. The terms of this Agreement shall apply to all subawards authorized in accordance with
Paragraph 17.1. 2 CFR 200.101(b)(2).
17.3. Liability as Guaranty. Grantee shall be liable as guarantor for any Grant Funds it obligates to a
sub-grantee or sub-contractor pursuant to Paragraph 17.1 in the event the Grantor determines the funds were
either misspent or are being improperly held and the sub-grantee or sub-contractor is insolvent or otherwise fails
to return the funds. 2 CFR 200.345; 30 ILCS 705/6; 44 Ill. Admin. Code 7000.450(a).
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ARTICLE XVIII
NOTICE OF CHANGE
18.1. Notice of Change. Grantee shall notify the Grantor if there is a change in Grantee’s legal status,
federal employer identification number (FEIN), DUNS Number, UEI, SAM registration status, Related Parties,
senior management (for non-governmental grantees only) or address. 30 ILCS 708/60(a). If the change is
anticipated, Grantee shall give thirty (30) days’ prior written notice to Grantor. If the change is unanticipated,
Grantee shall give notice as soon as practicable thereafter. Grantor reserves the right to take any and all
appropriate action as a result of such change(s).
18.2. Failure to Provide Notification. To the extent permitted by Illinois law, Grantee shall hold
harmless Grantor for any acts or omissions of Grantor resulting from Grantee’s failure to notify Grantor of these
changes.
18.3. Notice of Impact. Grantee shall immediately notify Grantor of any event that may have a material
impact on Grantee’s ability to perform this Agreement.
18.4. Circumstances Affecting Performance; Notice. In the event Grantee becomes a party to any
litigation, investigation or transaction that may reasonably be considered to have a material impact on Grantee’s
ability to perform under this Agreement, Grantee shall notify Grantor, in writing, within five (5) calendar days of
determining such litigation or transaction may reasonably be considered to have a material impact on the
Grantee’s ability to perform under this Agreement.
18.5. Effect of Failure to Provide Notice. Failure to provide the notice described in Paragraph 18.4 shall
be grounds for immediate termination of this Agreement and any costs incurred after notice should have been
given shall be disallowed.
ARTICLE XIX
STRUCTURAL REORGANIZATION AND RECONSTITUTION OF BOARD MEMBERSHIP
19.1. Effect of Reorganization. Grantee acknowledges that this Agreement is made by and between
Grantor and Grantee, as Grantee is currently organized and constituted. No promise or undertaking made
hereunder is an assurance that Grantor agrees to continue this Agreement, or any license related thereto, should
Grantee significantly reorganize or otherwise substantially change the character of its corporate structure,
business structure or governance structure. Grantee agrees that it will give Grantor prior notice of any such action
or changes significantly affecting its overall structure or, for non-governmental grantees only, management
makeup (for example, a merger or a corporate restructuring), and will provide any and all reasonable
documentation necessary for Grantor to review the proposed transaction including financial records and
corporate and shareholder minutes of any corporation which may be involved. This ARTICLE XIX does not require
Grantee to report on minor changes in the makeup of its board membership or governance structure, as
applicable. Nevertheless, PART TWO or PART THREE may impose further restrictions. Failure to comply with this
ARTICLE XIX shall constitute a material breach of this Agreement.
ARTICLE XX
AGREEMENTS WITH OTHER STATE AGENCIES
20.1. Copies upon Request. Grantee shall, upon request by Grantor, provide Grantor with copies of
contracts or other agreements to which Grantee is a party with any other State agency.
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ARTICLE XXI
CONFLICT OF INTEREST
21.1. Required Disclosures. Grantee must immediately disclose in writing any potential or actual
Conflict of Interest to the Grantor. 2 CFR 200.113 and 30 ILCS 708/35.
21.2. Prohibited Payments. Grantee agrees that payments made by Grantor under this Agreement will
not be used to compensate, directly or indirectly, any person currently holding an elective office in this State
including, but not limited to, a seat in the General Assembly. In addition, where the Grantee is not an
instrumentality of the State of Illinois, as described in this Paragraph, Grantee agrees that payments made by
Grantor under this Agreement will not be used to compensate, directly or indirectly, any person employed by an
office or agency of the State of Illinois whose annual compensation is in excess of sixty percent (60%) of the
Governor’s annual salary, or $106,447.20. An instrumentality of the State of Illinois includes, without limitation,
State departments, agencies, boards, and State universities. An instrumentality of the State of Illinois does not
include, without limitation, municipalities and units of local government and related entities. See definition of
"Local government," 2 CFR 200.1.
21.3. Request for Exemption. Grantee may request written approval from Grantor for an exemption
from Paragraph 21.2. Grantee acknowledges that Grantor is under no obligation to provide such exemption and
that Grantor may, if an exemption is granted, grant such exemption subject to such additional terms and
conditions as Grantor may require.
ARTICLE XXII
EQUIPMENT OR PROPERTY
22.1. Purchase of Equipment. For any equipment purchased in whole or in part with Grant Funds, if
Grantor determines that Grantee has not met the conditions of 2 CFR 200.439, the costs for such equipment will
be disallowed. Grantor shall notify Grantee in writing that the purchase of equipment is disallowed.
22.2. Prohibition against Disposition/Encumbrance. Any equipment, material, or real property that
Grantee purchases or improves with Grant Funds may not be sold, transferred, encumbered (other than original
financing) or otherwise disposed of during the Grant Term without Prior Approval of Grantor unless a longer
period is required in PART TWO or PART THREE and permitted by 2 CFR Part 200 Subpart D. Any real property
acquired or improved using Grant Funds must comply with the requirements of 2 CFR 200.311. Grantee
acknowledges that real property, equipment, and intangible property that are acquired or improved in whole or
in part by Grant Funds are subject to the provisions of 2 CFR 200.316 and the Grantor may require the Grantee to
record liens or other appropriate notices of record to indicate that personal or real property has been acquired or
improved with this Award and that use and disposition conditions apply to the property.
22.3. Equipment and Procurement. Grantee must comply with the uniform standards set forth in 2 CFR
200.310–200.316 governing the management and disposition of property which cost was supported by Grant
Funds. Any waiver from such compliance must be granted by either the President’s Office of Management and
Budget, the Governor’s Office of Management and Budget, or both, depending on the source of the Grant Funds
used. Additionally, Grantee must comply with the standards set forth in 2 CFR 200.317-200.326 for use in
establishing procedures for the procurement of supplies and other expendable property, equipment, real
property and other services with Grant Funds. These standards are furnished to ensure that such materials and
services are obtained in an effective manner and in compliance with the provisions of applicable federal and state
statutes and executive orders.
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22.4. Equipment Instructions. Grantee must obtain disposition instructions from Grantor when
equipment, purchased in whole or in part with Grant Funds, are no longer needed for their original
purpose. Notwithstanding anything to the contrary contained within this Agreement, Grantor may require
transfer of any equipment to Grantor or a third party for any reason, including, without limitation, if Grantor
terminates the Award or Grantee no longer conducts Award activities. The Grantee shall properly maintain,
track, use, store and insure the equipment according to applicable best practices, manufacturer’s guidelines,
federal and state laws or rules, and Grantor requirements stated herein.
22.5. Domestic Preferences for Procurements. In accordance with 2 CFR 200.322, as appropriate and
to the extent consistent with law, the Grantee should, to the greatest extent practicable under this Award,
provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United
States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The
requirements of this paragraph must be included in all subawards and in all contracts and purchase orders for
work or products under this Award.
ARTICLE XXIII
PROMOTIONAL MATERIALS; PRIOR NOTIFICATION
23.1. Publications, Announcements, etc. Use of Grant Funds for promotions is subject to the
prohibitions for advertising or public relations costs in 2 CFR 200.421(e). In the event that Grant Funds are used in
whole or in part to produce any written publications, announcements, reports, flyers, brochures or other written
materials, Grantee shall obtain Prior Approval for the use of those funds (2 CFR 200.467) and agrees to include in
these publications, announcements, reports, flyers, brochures and all other such material, the phrase “Funding
provided in whole or in part by the [Grantor].” Exceptions to this requirement must be requested, in writing, from
Grantor and will be considered authorized only upon written notice thereof to Grantee.
23.2. Prior Notification/Release of Information. Grantee agrees to notify Grantor ten (10) days prior to
issuing public announcements or press releases concerning work performed pursuant to this Agreement, or
funded in whole or in part by this Agreement, and to cooperate with Grantor in joint or coordinated releases of
information.
ARTICLE XXIV
INSURANCE
24.1. Maintenance of Insurance. Grantee shall maintain in full force and effect during the Term of this
Agreement casualty and bodily injury insurance, as well as insurance sufficient to cover the replacement cost of
any and all real or personal property, or both, purchased or, otherwise acquired, or improved in whole or in part,
with funds disbursed pursuant to this Agreement. 2 CFR 200.310. Additional insurance requirements may be
detailed in PART TWO or PART THREE.
24.2. Claims. If a claim is submitted for real or personal property, or both, purchased in whole with
funds from this Agreement and such claim results in the recovery of money, such money recovered shall be
surrendered to Grantor.
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ARTICLE XXV
LAWSUITS AND INDEMNIFICATION
25.1. Independent Contractor. Neither Grantee nor any employee or agent of Grantee acquires any
employment rights with Grantor by virtue of this Agreement. Grantee will provide the agreed services and
achieve the specified results free from the direction or control of Grantor as to the means and methods of
performance. Grantee will be required to provide its own equipment and supplies necessary to conduct its
business; provided, however, that in the event, for its convenience or otherwise, Grantor makes any such
equipment or supplies available to Grantee, Grantee’s use of such equipment or supplies provided by Grantor
pursuant to this Agreement shall be strictly limited to official Grantor or State of Illinois business and not for any
other purpose, including any personal benefit or gain.
25.2. Indemnification and Liability.
(a) Non-governmental entities. This subparagraph applies only if Grantee is a non-
governmental entity. To the extent permitted by law, Grantee agrees to hold harmless Grantor against
any and all liability, loss, damage, cost or expenses, including attorneys’ fees, arising from the intentional
torts, negligence or breach of contract of Grantee, with the exception of acts performed in conformance
with an explicit, written directive of Grantor. Indemnification by Grantor will be governed by the State
Employee Indemnification Act (5 ILCS 350/1 et seq.) as interpreted by the Illinois Attorney General.
Grantor makes no representation that Grantee, an independent contractor, will qualify or be eligible for
indemnification under said Act.
(b) Governmental entities. This subparagraph applies only if Grantee is a governmental
entity. Neither Party shall be liable for actions chargeable to the other Party under this Agreement
including, but not limited to, the negligent acts and omissions of Party’s agents, employees or
subcontractors in the performance of their duties as described under this Agreement, unless such
liability is imposed by law. This Agreement shall not be construed as seeking to enlarge or diminish any
obligation or duty owed by one Party against the other or against a third party.
ARTICLE XXVI
MISCELLANEOUS
26.1. Gift Ban. Grantee is prohibited from giving gifts to State employees pursuant to the State
Officials and Employees Ethics Act (5 ILCS 430/10-10) and Executive Order 15-09.
26.2. Access to Internet. Grantee must have Internet access. Internet access may be either dial-up or
high-speed. Grantee must maintain, at a minimum, one business e-mail address that will be the primary receiving
point for all e-mail correspondence from Grantor. Grantee may list additional e-mail addresses at any time during
the Term of this Agreement. The additional addresses may be for a specific department or division of Grantee or
for specific employees of Grantee. Grantee must notify Grantor of any e-mail address changes within five (5)
business days from the effective date of the change.
26.3. Exhibits and Attachments. Exhibits A through G, PART TWO, PART THREE, if applicable, and all
other exhibits and attachments hereto are incorporated herein in their entirety.
26.4. Assignment Prohibited. Grantee acknowledges that this Agreement may not be sold, assigned, or
transferred in any manner by Grantee, to include an assignment of Grantee’s rights to receive payment
hereunder, and that any actual or attempted sale, assignment, or transfer by Grantee without the Prior Approval
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of Grantor in writing shall render this Agreement null, void and of no further effect.
26.5. Amendments. This Agreement may be modified or amended at any time during its Term by
mutual consent of the Parties, expressed in writing and signed by the Parties.
26.6. Severability. If any provision of this Agreement is declared invalid, its other provisions shall not
be affected thereby.
26.7. No Waiver. No failure of either Party to assert any right or remedy hereunder will act as a waiver
of either Party's right to assert such right or remedy at a later time or constitute a course of business upon which
either Party may rely for the purpose of denial of such a right or remedy.
26.8. Applicable Law; Claims. This Agreement and all subsequent amendments thereto, if any, shall be
governed and construed in accordance with the laws of the State of Illinois. Any claim against Grantor arising out
of this Agreement must be filed exclusively with the Illinois Court of Claims. 705 ILCS 505/1 et seq. Grantor does
not waive sovereign immunity by entering into this Agreement.
26.9. Compliance with Law. This Agreement and Grantee’s obligations and services hereunder are
hereby made and must be performed in compliance with all applicable federal and State laws, including, without
limitation, federal regulations, State administrative rules, including 44 Ill. Admin. Code 7000, and any and all
license requirements or professional certification provisions.
26.10. Compliance with Confidentiality Laws. If applicable, Grantee shall comply with applicable state
and federal statutes, federal regulations and Grantor administrative rules regarding confidential records or other
information obtained by Grantee concerning persons served under this Agreement. The records and information
shall be protected by Grantee from unauthorized disclosure.
26.11. Compliance with Freedom of Information Act. Upon request, Grantee shall make available to
Grantor all documents in its possession that Grantor deems necessary to comply with requests made under the
Freedom of Information Act. (5 ILCS 140/7(2)).
26.12. Precedence.
(a) Except as set forth in subparagraph (b), below, the following rules of precedence are
controlling for this Agreement: In the event there is a conflict between this Agreement and any of the
exhibits or attachments hereto, this Agreement shall control. In the event there is a conflict between
PART ONE and PART TWO or PART THREE of this Agreement, PART ONE shall control. In the event there
is a conflict between PART TWO and PART THREE of this Agreement, PART TWO shall control. In the
event there is a conflict between this Agreement and relevant statute(s) or rule(s), the relevant statute(s)
or rule(s) shall control.
(b) Notwithstanding the provisions in subparagraph (a), above, if a relevant federal or state
statute(s) or rule(s) requires an exception to this Agreement’s provisions, or an exception to a
requirement in this Agreement is granted by GATU, such exceptions must be noted in PART TWO or PART
THREE, and in such cases, those requirements control.
26.13. Illinois Grant Funds Recovery Act. In the event of a conflict between the Illinois Grant Funds
Recovery Act and the Grant Accountability and Transparency Act, the provisions of the Grant Accountability and
Transparency Act shall control. 30 ILCS 708/80.
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26.14. Headings. Article and other headings contained in this Agreement are for reference purposes
only and are not intended to define or limit the scope, extent or intent of this Agreement or any provision hereof.
26.15. Entire Agreement. Grantee and Grantor acknowledge that this Agreement constitutes the entire
agreement between them and that no promises, terms, or conditions not recited, incorporated or referenced
herein, including prior agreements or oral discussions, shall be binding upon either Grantee or Grantor.
26.16. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall
be considered to be one and the same agreement, binding on all Parties hereto, notwithstanding that all Parties
are not signatories to the same counterpart. Duplicated signatures, signatures transmitted via facsimile, or
signatures contained in a Portable Document Format (PDF) document shall be deemed original for all purposes.
26.17. Attorney Fees and Costs. Unless prohibited by law, if Grantor prevails in any proceeding to
enforce the terms of this Agreement, including any administrative hearing pursuant to the Grant Funds Recovery
Act or the Grant Accountability and Transparency Act, the Grantor has the right to recover reasonable attorneys’
fees, costs and expenses associated with such proceedings.
26.18. Continuing Responsibilities. The termination or expiration of this Agreement does not affect: (a)
the right of the Grantor to disallow costs and recover funds based on a later audit or other review; (b) the
obligation of the Grantee to return any funds due as a result of later refunds, corrections or other transactions,
including, without limitation, final Indirect Cost Rate adjustments and those funds obligated pursuant to ARTICLE
XVII; (c) the Consolidated Year-End Financial Report; (d) audit requirements established in ARTICLE XV; (e)
property management and disposition requirements established in 2 CFR 200.310 through 2 CFR 200.316 and
ARTICLE XXII; or (f) records related requirements pursuant to ARTICLE XII. 44 Ill. Admin. Code 7000.450.
THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK.
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EXHIBIT A
PROJECT DESCRIPTION
Project Description
The Boat Access Area Development Program provides financial assistance to Local Agencies in order to
encourage the development, improvement and expansion of public boat access areas in Illinois. Funds are
provided to local agencies that are capable of providing lands for public recreational purposes.
Scope of Work
The project will consist of constructing a 4-inch thick asphalt pavement over an existing
gravel parking lot and access driveway. This will allow for a more efficient storage of the
boat trailers.
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EXHIBIT B
DELIVERABLES OR MILESTONES
This grant is funded through the Boat Access Area Development Grant Program (BAAD). It is funded up
to 100% through (BAAD).
The Implementation and Billing Requirement Packet is incorporated into this Exhibit B1 as a separate
attachment (labeled Exhibit B1).
Project billings shall be submitted to at project completion unless otherwise approved by IDNR.
Deliverables/Milestones will be the completed project components as presented in the original
application (attachment labeled Exhibit B2*) or an approved project scope change. They will be
reported as directed in the Implementation and Billing Packet (Exhibit B1).
If the approved (BAAD) project includes the use of Force Account labor, the Grantee shall ensure that
any audits required will include an internal control evaluation and opinion on the grantee’s time and
attendance allocation system. In addition, if the grantee uses materials purchased by means of a Central
Procurement System and allocates a portion of those materials to the project (Force Account material
claim), the audit must include testing and reporting on the allocation system used for tracking material
use.
The Grantee is required to file quarterly status reports on the grant project describing the progress of
the program, project, or use and expenditure of the grant funds related thereto, if the grant amount is
over $25,000.00 (30 ILCS 705/4(b)(2)). The grantee must submit status reports on the first day of the
next existing quarterly schedule (Jan, April, July & Oct) beginning with the quarter immediately following
the project effective date.
*Exhibit B2 also includes the approved project budget.
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EXHIBIT C
PAYMENT
Grantee shall receive $150,000.00 under this Agreement.
1. A project shall be deemed completed for grant payment when the Grantee submits a project billing form seeking
grant reimbursement, which is approved for payment by IDNR. Failure by the Grantee to submit required billing
forms and substantiating documentation within 45 days following the project expiration date may result in the
Grantee forfeiting all project reimbursements and relieves IDNR from further payment obligations on the grant.
Any grant funds remaining after final reimbursement to the Grantee may be reprogrammed at the discretion of
IDNR.
2. Project costs eligible for assistance shall be determined upon the basis of criteria set forth in the Boat Access Area
Development Program. ( 17 Ill. ADM. Code 3035 et seq.)
3. Payment to the Grantee will be made as reimbursement for eligible expenses following submission to IDNR of a
certified billing request listing all funds expended and including any other documentation required by the
administrative rules. (see 17 Ill. ADM. Code 3035.70 (b)).
4. Only costs incurred during the specified project period dates indicated on this Agreement and necessary to
complete the approved project components are eligible for grant reimbursement payment.
5. Except for reimbursement grants where this does not apply, all funds advanced to the Grantee that remain at the
end of the grant agreement or at the expiration of the expenditure or obligation period stipulated in the grant
agreement, shall be returned to the State within 45 days. (30 ILCS 705/4(b)(5)).
6. Conditions may arise after work has begun that are beyond the control of the Grantee and contractor which
necessitate a change in specification and/or price. To maintain grant eligibility, such changes must be done by
formal change orders. All change orders with a value (+/-) over $10,000.00 must be approved by IDNR before
being executed. Failure to obtain prior approval will result in the amount of the change order being
disallowed and could result in a Class 4 felony. (720 ILCS §5/33E-9).
7. Project costs for which reimbursement is sought cannot be incurred by the project applicant prior to grant approval
notification or IDNR authorization, except for architectural and engineering fees. Costs incurred prior to IDNR
approval are ineligible for grant assistance. For acquisition projects, costs are considered incurred when property
deed, lease or other conveyance is accepted by the Grantee, or first payment is made on the project property or to
an escrow account for the property. In addition, no purchase agreement, option, etc., or price negotiations shall
be entered into without IDNR approval. Development project costs are considered incurred on the date
construction contracts are signed or actual physical work begins on the project site or project materials are
delivered. (See 17 Ill. Adm. Code 3025.50).
8. Maximum grant amount will not exceed the amount listed above and only actual expenditures up to the maximum
grant amount will be paid with this grant.
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EXHIBIT D
CONTACT INFORMATION
CONTACT FOR NOTIFICATION:
Unless specified elsewhere, all notices required or desired to be sent by either Party shall be sent to the persons
listed below.
GRANTOR CONTACT
Name: Jill Nation
Title: Grant Administrator
Address: One Natural Resources Way
Springfield, IL 62702-1271
Phone: (217)785-4153
TTY#: (217)782-9175
Fax#: (217) 558-4192 E-mail Address: jill.r.nation@illinois.gov
GRANTEE CONTACT
Name: Greg Gruen Title: Address: 8153632185 Phone: (815)363-2185 TTY #: Fax #: E-mail Address: ggruen@cityofmchenry.org
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EXHIBIT E
PERFORMANCE MEASURES
Following all methods and standards as required by state and federal laws and regulations, this project will make
outdoor recreation available to members of the public by accomplishing the following items:
Providing community members with outdoor recreational opportunities that can be utilized by members of the
public.
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EXHIBIT F
PERFORMANCE STANDARDS
Completion of this project will allow citizens of Illinois, and others from the general populace, outdoor
recreational opportunities for use.
Timely completion of this project will satisfy the requirements of the IDNR.
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EXHIBIT G
SPECIFIC CONDITIONS
Grantor may remove (or reduce) a Specific Condition included in this Exhibit G by providing written notice to the
Grantee, in accordance with established procedures for removing a Specific Condition.
SPECIFIC CONDITIONS
ICQ Section: 03-Financial and Programmatic Reporting
Conditions: Requires development of a plan to correct deficiencies identified in the risk assessment. The
state agency may request to review documentation of the plan at its discretion.
Risk Explanation: Medium to high risk increases the likelihood that grant revenues and expenditures will be
inaccurate that could result in misreporting, and an abusive environment.
How to Fix: Grantee must submit documentation of implementation of new or enhanced accounting system,
mitigating controls or a combination of both.
Timeframe: One year.
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PART TWO – THE GRANTOR-SPECIFIC TERMS
In addition to the uniform requirements in PART ONE, the Grantor has the following additional requirements for
its Grantee:
ARTICLE XXVII
AUTHORIZED SIGNATORY
27.1. Authorized Signatory. In processing this Award and related documentation, Grantor will only
accept materials signed by the Authorized Signatory of this Agreement, as designated or prescribed herein in
paragraph 1.6. Grantor will reject any materials signed or submitted on the Grantee’s behalf by anyone other than
the Authorized Signatory.
ARTICLE XXVIII
Illinois Works Jobs Act
28.1. Illinois Works Jobs Program Act (30 ILCS 559/20-1 et seq.): For grants with an estimated total
project cost of $500,000 or more, the grantee will be required to comply with the Illinois Works Apprenticeship
Initiative (30 ILCS 559/20-20 to 20-25) and all applicable administrative rules. The “estimated total project cost” is
a good faith approximation of the costs of an entire project being paid for in whole or in part by appropriated
capital funds to construct a public work. The goal of the Illinois Apprenticeship Initiative is that apprentices will
perform either 10% of the total labor hours actually worked in each prevailing wage classification or 10% of the
estimated labor hours in each prevailing wage classification, whichever is less. Grantees will be permitted to seek
from the Department a waiver or reduction of this goal in certain circumstances pursuant to 30 ILCS 559/20-20(b).
The grantee must ensure compliance for the life of the entire project, including during the term of the grant and
after the term ends, if applicable, and will be required to report on and certify its compliance.
ARTICLE XXIX
ADDITIONAL BUDGET PROVISIONS
29.1. Restrictions on Discretionary Line-Item Transfers. The Grantee may transfer funds within budget
line items of less and no more than ten percent of the limiting line item without Grantor approval. Any budget line
item transfers greater than ten percent must be requested in advance by the Grantee and must be approved by
the Grantor, requiring an amendment to the Grant Agreement/Budget.
ARTICLE XXX
ADDITIONAL TERMINATION, SUSPENSION, BILLING SCHEDULE AND NON-COMPLIANCE PROVISIONS
30.1. Remedies for Non-Compliance. If Grantor suspends or terminates this Agreement pursuant to
Article XVI herein, Grantor may also elect any additional remedy allowed by law, including, but not limited to, one
or more of the following remedies:
(a) Direct the Grantee to refund some or all of the Grant Funds disbursed to it under this
Agreement,
(b) Direct the Grantee to remit an amount equivalent to the “Net Salvage Value” of all
equipment or materials purchased with Grant Funds provided under this Agreement. For purposes of this
Agreement, “Net Salvage Value” is defined as the amount realized, or that the Parties agree is likely to be
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realized from, the sale of equipment or materials purchased with Grant Funds provided under this
Agreement at its current fair market value, less selling expenses; and,
(c) Direct the Grantee to transfer ownership of equipment or materials purchased with
Grant Funds provided under this Agreement to the Grantor or its designee.
30.2. Grant Refunds. In accordance with the Illinois Grant Funds Recovery Act, 30 ILCS 705/1 et seq.,
the Grantee must, within forty-five (45) days of the effective date of a termination of this Agreement, refund to
Grantor, any balance of Grant Funds not spent or not obligated as of said date.
ARTICLE XXXI
ADDITIONAL MODIFICATION PROVISIONS
31.1. Unilateral Modifications. The Parties agree that Grantor may, in its sole discretion, unilaterally
modify this Agreement without prior approval of the Grantee when the modification is initiated by Grantor for the
sole purpose of increasing the Grantee’s funding allocation as additional funds become available for the Award
during the program year covered by the Term of this Agreement. A unilateral modification may also be used to de-
obligate funds without prior approval of the Grantee when, a) a project is completed and funds remain that are no
longer needed for the grant project, b) to secure unobligated/unspent funds, c) termination of the Grant
Agreement.
31.2. Term Extensions. The Grantee acknowledges that all Grant Funds must be expended or legally
obligated, and all Grant Activities, Deliverables, Milestones and Performance Measures (Exhibits A, B and E) must
be completed during the Grant Term set forth in paragraph 1.4 herein. Extensions of the Award Term will be
granted only for good cause, subject to the Grantor’s discretion. Pursuant to the Grant Funds Recovery Act (30 ILCS
705/1 et seq.), no Award may be extended in total beyond a two (2)-year period unless the Grant Funds are
expended or legally obligated during that initial two-year period, or unless Grant Funds are disbursed for
reimbursement of costs previously incurred by the Grantee. If Grantee requires an extension of the Award Term,
Grantee should submit a written request to the Grant Manager at least sixty (60) days prior to the end of the
Award Term or extended Award Term, as applicable, stating the reason for the extension.
ARTICLE XXXII
ADDITIONAL EQUIPMENT OR PROPERTY PROVISIONS
32.1. Equipment Management. The Grantee is responsible for replacing or repairing equipment and
materials purchased with Grant Funds that are lost, stolen, damaged, or destroyed. Any loss, damage or theft of
equipment and materials shall be investigated and fully documented, and immediately reported to the Grantor
and, where appropriate, the appropriate authorities.
ARTICLE XXXII
APPLICABLE STATUTES
To the extent applicable, Grantor and Grantee shall comply with the following:
33.1. Grantee Responsibility. All applicable federal, State and local laws, rules and regulations
governing the performance required by Grantee shall apply to this Agreement and will be deemed to be included
in this Agreement the same as though written herein in full. Grantee is responsible for ensuring compliance with all
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applicable laws, rules and regulations, including, but not limited to those specifically referenced herein. Except
where expressly required by applicable laws and regulations, the Grantor shall not be responsible for monitoring
Grantee's compliance.
33.2. Land Trust/Beneficial Interest Disclosure Act (765 ILCS 405/2.1). No Grant Funds shall be paid to
any trustee of a land trust, or any beneficiary or beneficiaries of a land trust, for any purpose relating to the land,
which is the subject of such trust, any interest in such land, improvements to such land or use of such land unless
an affidavit is first filed with the Grantor identifying each beneficiary of the land trust by name and address and
defining such interest therein.
33.3. Historic Preservation Act (20 ILCS 3420/1 et seq.). The Grantee will not expend Grant Funds
under this Agreement which result in the destruction, alteration, renovation, transfer or sale, or utilization of a
historic property, structure or structures, or in the introduction of visual, audible or atmospheric elements to a
historic property, structure or structures, which will result in the change in the character or use of any historic
property, except as approved by the Illinois Department of Natural Resources, Historic Preservation Division. The
Grantee shall not expend Grant Funds under this Agreement for any project, activity, or program that can result in
changes in the character or use of historic property, if any historic property is located in the area of potential
effects without the approval of the Illinois Department of Natural Resources, Historic Preservation Division. 20 ILCS
3420/3(f).
33.4. Steel Products Procurement Act (30 ILCS 565 et seq.). The Grantee, if applicable, hereby certifies
that any steel products used or supplied in accordance with this Award for a public works project shall be
manufactured or produced in the United States per the requirements of the Steel Products Procurement Act (30
ILCS 565 et seq.).
ARTICLE XXXIV
ADDITIONAL MISCELLANEOUS PROVISIONS
34.1. Workers’ Compensation Insurance, Social Security, Retirement and Health Insurance Benefits,
and Taxes. The Grantee shall provide Workers’ Compensation insurance where the same is required and shall
accept full responsibility for the payment of unemployment insurance, premiums for Workers’ Compensation,
Social Security and retirement and health insurance benefits, as well as all income tax deduction and any other
taxes or payroll deductions required by law for its employees who are performing services specified by this
Agreement.
ARTICLE XXXV
ADDITIONAL REQUIRED CERTIFICATIONS
The Grantee makes the following certifications as a condition of this Agreement. These certifications are
required by State statute and are in addition to any certifications required by any Federal funding source as set
forth in this Agreement. Grantee’s execution of this Agreement shall serve as its attestation that the certifications
made herein are true and correct.
35.1. Compliance With Applicable Law. The Grantee certifies that it shall comply with all applicable
provisions of federal, state and local law in the performance of its obligations pursuant to this Agreement.
35.2. Applicable Taxes. The execution of this Agreement by the Grantee is its certification that (i) it is
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State of Illinois
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current as to the filing and payment of any federal, state and/or local taxes applicable to Grantee; and (ii) it is not
delinquent in its payment of moneys owed to any federal, state, or local unit of government.
35.3. Lien Waivers. If applicable, the Grantee shall monitor construction to assure that necessary
contractor’s affidavits and waivers of mechanics liens are obtained prior to release of Grant Funds to contractors
and subcontractors.
ARTICLE XXXVI
INCORPORATION
36.1. Incorporation into Agreement. The full Uniform Application, Unform Budget, Grant Manual, and
attached documents are hereby incorporated into this Agreement and therefore are a part of this Agreement.
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PART THREE – THE PROJECT-SPECIFIC TERMS
In addition to the uniform requirements in PART ONE and the Grantor-Specific Terms in PART TWO, the Grantor
has the following additional requirements for this Project:
ARTICLE XXXVII
REPORT DELIVERABLE SCHEDULE
37.1. Periodic Reports. The grantee is required to submit the following periodic reports: Periodic
Performance Report (PPR) that describes the progress of the project, and the Periodic Financial Report (PFR) that
documents expenditure of funds in accordance with the budget line items as detailed in the approved Uniform
Budget. Below is the required periodic reporting schedule for this Award.
Reporting Period PPR and PFR Due Date
January 1 – March 31 April 15
April 1 – June 30 July 15
July 1 – September 30 October 15
October 1 – December 31 January 15
37.2. Final Project Report. The grantee shall submit a written Final Project Report to the department no
later than 30 days following the completion of the Project or the ending date of the grant agreement, whichever is
earlier, in accordance with the applicable administrative rules. The final report shall be in the form or format
provided by the Department.
Final Project Report shall include but not be limited to the following information:
• Project Name and grant agreement number
o Grantee name, address, and telephone number
o Timeframe of the report
o Authors’ name, telephone number, and E-mail address
• Project objective, as described in the application and grant agreement
• Project description and implementation discussion
o Discussion of project accomplishments
o Discussion of project failures and suggested improvements
• Any other information/documentation as required by the Grantor
38.3. Failure to provide the Final Project Report as required may render the grantee ineligible to receive
payments under the current award or make them ineligible for future awards.
ARTICLE XXXVIII
Equipment Reports
38.1. Equipment reports. Are due on December 31st during each of the first 5 years following the
project award. The Equipment Use Report shall suffice as the Annual Progress Report required if the equipment
purchase was the only aspect of the project. (Administrative Rule 3060.80 (b) 7)
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State of Illinois
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ARTICLE XXXIX
REIMBURSEMENT OF COSTS INCURRED
39.1. Reimbursement based program. Grant funds are available on a reimbursement basis for
expenditures incurred by the Grantee during the grant term as identified in 1.4 unless an extension is granted
under 28.3. Costs incurred prior to the effective date of this Agreement as identified in 1.4, and costs incurred
after the expiration date of this Agreement as identified in 1.4 are not eligible for reimbursement.
ARTICLE XL
ACKNOWLEDGEMENT OF FUNDING SOURCE
40.1. Project Acknowledgement. The grantee shall give proper credit to the appropriate Fund and
coordinate with the Department on any publication, written document, news article, television and radio release,
interview or personal presentation, if initiated by the grantee, which refers to the project.
40.2. Signage. The grantee shall post a sign, include a logo or affix a decal, if practical and applicable,
crediting the applicable Fund. Signs, logos and decals shall be supplied by the Department. The IDNR will provide
guidance to the grantee for posting of signs, logos and decals on projects awarded under this Fund.
ARTICLE XLI
GRANT-SPECIFIC TERMS/CONDITIONS
41.1 The purpose of this Agreement is to enable IDNR to provide financial assistance to the Grantee to
acquire and/or develop land for outdoor recreation facilities that are open and accessible to the public in Illinois
and provide access to the surface waters of the State.
41.2 Grantee is solely responsible for the design and implementation of the project described in its
Project Application, the terms and conditions of which are hereby incorporated by reference and made a part of
this Agreement. Failure by the Grantee to comply with any of the Agreement terms or the terms of the Project
Application shall be cause for the suspension of all grant assistance obligations thereunder and may result in
debarment for two grant cycles.
41.3 The Grantee agrees to implement and complete the approved project pursuant to the time
schedule and plans set forth in the Project Application. Failure to render satisfactory progress or to complete the
approved project to the satisfaction of IDNR per the terms of this Agreement is cause for suspension and/or
termination of all obligations of IDNR under this Agreement.
41.4 The Grantee must comply with and abide by the following operation and maintenance provisions
(17 Ill. Adm. Code 3035.70):
(a) All lands and facilities assisted with Boat Access Area Development (BAAD) funds shall
be continuously operated and maintained by the Grantee at no cost to the Department and shall be
operated and utilized in a manner that maximizes the intended benefits to and for the general public.
(b) IDNR shall have access to BAAD-assisted facilities at all times for inspection purposes to
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ensure the Grantee's continued compliance with this Part.
(c) No improvements, alterations or modifications of these facilities shall be permitted
except with the prior approval in writing by the Department. Approval will be given by the Department if
the improvements, alterations or modifications comply with the criteria in Section 3035.50.
(d) Boats with gasoline or diesel motors shall not be prohibited from using any facility
funded through State Boating Act Funds to launch and recover unless the facility is a designated canoe
launch facility as approved by the Department.
41.5 Environmental and Cultural Resource Compliance: Approved grant project construction shall not
commence and no payment shall be made under this grant until the Grantee, as set forth under IDNR’s
Comprehensive Environmental Review Process (CERP), has initiated and completed all necessary project review
and consultation with IDNR as required by section 11 of the Endangered Species Protection Act, 520 ILCS 10/11;
section 17 of the Illinois Natural Areas Preservation Act, 525 ILCS 30/17; the mitigation or compensation
determinations required by the Interagency Wetland Policy Act, 20 ILCS 830/1 et seq.; and the environmental and
economic impact determination required by the Historic Preservation Act, 20 ILCS 3420/4.
41.6 The Local Agency shall agree to display a Boat Access Area Development grant program sign
provided by the Department at the project site for the period of time indicated in clause 28.8. The Local Agency
may substitute a comparable sign of its own design if approved by the Department.
41.7 50% of the labor hours on the project must be performed by actual residents of the State of
Illinois (20 ILCS 805/805-350).
41.8 Any property acquired or developed through assistance from the Illinois BAAD grant program
must be open to the public for outdoor recreation use without regard to race or color, creed, national origin, sex or
disability, nor based on residence, except to the extent that reasonable differences in user fees may be imposed
amounting to no more than double the fees charged to residents.
Projects receiving development grant assistance only shall be bound by the terms of this Agreement for
the period of time specified below for the total amount of BAAD funds expended on the project (17 Ill. Adm. Code
3025.70):
Total Grant Award Time Period After Final Billing
$1 to $25,000 7 years
$25,001 to $100,000 12 years
$100,000 to $200,000 17 years
Land acquired with funding assistance from the BAAD program shall be operated and maintained in
perpetuity for public outdoor recreation use.
41.9 Property acquired or developed with BAAD funds may not be converted to a use other than
public outdoor recreation use as provided in this Part without prior IDNR approval. Approval for property
conversion will be granted only if the Grantee substitutes replacement property of at least equal market value and
comparable outdoor recreation usefulness, quality and location (17 Ill. Adm. Code 3025.70).
41.10 For projects receiving acquisition assistance, an appraisal must be provided by the Grantee and
submitted to IDNR for review and certification to establish the property's market value. The appraisal must be
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completed to IDNR specifications (17 Ill. Adm. Code 3035.70).
41.11 For projects receiving development assistance, the Grantee must possess either fee simple title
or other means of legal control and tenure (easement, lease, etc.) over the property being improved for a period of
time commensurate with the program amortization schedule shown in the administrative rules, unless otherwise
approved by IDNR. The IDNR will consider, on a case-by-case basis, lease arrangements for shorter periods when
State statute prohibits a unit of local government from entering into such a long-term agreement, or other
circumstances beyond the control of the local unit of government prohibit such arrangements. The Grantee must
also adhere to applicable local bidding and procurement requirements (17 Ill. Adm. Code 3035.70).
41.12 The Grantee must comply with and abide by the following operation and maintenance provisions
(17 Ill. Adm. Code 3025.70):
1) All lands and facilities assisted with BAAD funds shall be continuously operated and
maintained by the Grantee in a safe and attractive manner at no cost to IDNR and be operated and
utilized in such a manner as to maximize the intended benefits to and for the public.
2) IDNR shall have access to BAAD-assisted facilities at all times for inspection purposes to ensure
the Grantee's continued compliance with this Part.
3) No significant deviations from the approved Agreement (development plan) or control of
property interests in the project site shall be made without prior written approval from IDNR.
41.13 Any deviation or conversion of the project site(s) from public BAAD recreation use without IDNR
approval shall be considered a breach of this Agreement resulting in the Grantee being held liable for replacing
said converted property with comparable land as deemed acceptable by IDNR.
41.14 In connection with project construction, and the subsequent operation and maintenance of the
facilities, the Grantee agrees that it shall be responsible for and obtain all permits, licenses, or forms of consent
required to complete the project. Failure to obtain any required permit or approval may jeopardize grant
reimbursement and/or cause debarment.
41.15 No assignment of grant provisions or duties is allowed.
41.16 All facilities constructed with state BAAD grant assistance must be designed and developed to
fully accommodate accessibility standards as per the Illinois Accessibility Code Standards, the Americans with
Disabilities Act (ADA) (42 U.S.C. 12101 et seq.) and the regulations thereunder (28 CFR 35.130).
41.17 It is agreed and understood by the Grantee that an IDNR representative shall have access to the
project site to make periodic inspections as work progresses. It is further agreed and understood by the Grantee
that IDNR reserves the right to inspect the completed project prior to project acceptance and grant reimbursement
to the Grantee.
41.18 The Grants Manual, a copy of which the IDNR previously provided to the Grantee, is hereby
incorporated herein by reference and made a material and binding part of this Agreement. The undersigned
acknowledges that he or she (1) has reviewed that Grants Manual and (2) agrees to comply with same. ________
(initials of grantee signator).
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EXHIBIT B1
Illinois Department of
Natural Resources
Revised 8/2020
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Page 1
In this packet, you will find necessary information and guidelines for implementing an approved development
project involving Boat Access Area Development (BAAD) grant assistance through the Illinois Department
of Natural Resources (IDNR).
PLEASE READ THIS PACKET CAREFULLY! Failure to comply with these guidelines could jeopardize
project eligibility and grant payment.
1)The approved project grant award cannot be increased to cover cost overruns. Any cost
overruns incurred to complete the approved project are the sole responsibility of the Grantee.
2)To maintain eligibility for grant payment, the Grantee must satisfactorily complete ALL
approved project components as specified in the approved project application and the signed
Project Agreement. Any changes (additions or deletions) to the project scope must be
approved by the IDNR prior to implementation in order to maintain eligibility for grant
reimbursement.
3)Project construction may be accomplished by either 1) publicly advertised competitive bid
contracts; 2) directly hired labor and material purchases pursuant to state and local public
procurement requirements; 3) using Grantee "in-house" Force Account labor; or 4) any
combination of the three methods. It is highly recommended, however, that approved project
development be accomplished using competitively bid construction contracts. If "in-house"
Force Account labor is proposed, contact the IDNR for additional instructions.
4)All local governments must comply with applicable state statutes and applicable local
ordinances concerning bidding requirements for construction contracts and
equipment/material purchases. IDNR may request documentation from the local agency to
verify compliance with applicable state statutes.
5)The approved BAAD development project must be completed and ready for a final close-
out/acceptance inspection by IDNR staff AND all project costs for which reimbursement is
expected must be paid no later than the expiration date specified on the signed grant
agreement, unless otherwise approved by IDNR. Failure to have approved project
components completed and paid for by the specified project expiration date could jeopardize
approved grant reimbursement on the project.
6)Unless otherwise approved by the IDNR, the Grantee shall retain the services of a registered,
professional engineer to make the necessary field surveys; prepare detailed construction plans,
bid specifications and contract documents; and provide necessary construction supervision to
help ensure proper project design and construction. (Exhibit A, attached at the end of this
packet, provides a typical "Definition of Services" for an engineering professional services
contract ordinarily associated with this type of construction project.)
The cost of necessary project engineering services shall not exceed 15.25% of approved
project construction cost, unless otherwise approved by the IDNR. Costs for eligible
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reimbursement expenses (including construction supervision, if necessary) may be added in
proportion to project complexity if approved by IDNR. The amount of construction
supervision and its associated costs as well as the method of compensation must be included
in the engineering agreement between the Grantee and project engineer. The IDNR shall not
be responsible for any engineering costs if the Grantee, by unilateral action, terminates the
project prior to completion as specified in the signed Project Agreement.
7) Parking lots, restroom facilities, boat docks, etc. constructed with IDNR boating grant funds
must be developed and designed in accordance with the Illinois Accessibility Code standards
and the “Americans with Disabilities Act” Accessibility Guidelines (ADAAG). A copy of
the Illinois Accessibility Code may be obtained at the following website:
https://www2.illinois.gov/cdb/business/codes/IllinoisAccessibilityCode/Pages/default.aspx .
Although the Illinois Accessibility Code does not address specific accessibility criteria for all
outdoor recreation facilities, there is a "Recreation Boating Facilities" reference on Page 70.
To supplement this information, the U. S. Architectural and Transportation Barriers
Compliance Board pursuant to ADA has developed final guidelines for recreation facilities
and outdoor developed areas. A copies of the guidelines can be found at the following
website: https://www.access-board.gov/guidelines-and-standards/recreation-facilities .
8) The following design manual is an excellent reference to use in designing/constructing the
approved boat access facility: Design Handbook for Recreational Boating & Fishing
Facilities, published by the States Organization for Boating Access (SOBA). More
information on this publication can be found on SOBA’s web site: http://www.sobaus.org/ .
The IDNR may also be contacted regarding suggested facility design criteria.
9) In connection with and prior to the construction, and thereafter the subsequent operation and
maintenance of BAAD grant assisted facilities, the Grantee agrees that it shall be responsible
for and obtain all necessary Permits, Licenses or Forms of Consent, as the case may be, from,
but not limited to, the following agencies:
a. U.S. Department of the Army, Corps of Engineers.
b. IL Dept. of Transportation (Division of Highways).
c. IL Environmental Protection Agency.
d. IL Dept. of Natural Resources regarding endangered species, wetlands, cultural
resources (coordinated with the IIDNR Historic Preservation Division) and waterway
impacts.
f. IL Dept. of Public Health (Campground Licensing and Recreational Area Act (210
ILCS 95/1).
g. Local building or zoning agencies or boards, where applicable.
10) Status of project progress MUST be reported to the IIDNR Grant Administrator assigned to
the project each January 1, April 1, July 1, and October 1 throughout the duration of project
implementation (i.e., until the project's FINAL billing is submitted to IIDNR). The enclosed
“Periodic Performance and Periodic Financial Report” forms are provided on the following
pages. Failure to submit these forms by the due dates will result in penalties up to and
including Statewide stop payments, disallowing costs, suspension or termination, and
debarment.
11) As you proceed with your project, if you have any questions regarding program requirements,
please contact the Office of Grant Management and Assistance at (217) 782-7481 or
dnr.grants@illinois.gov .
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1)Procedures for competitive bidding of construction and/or material contracts shall be done in
conformance with the local sponsor's statutory requirements and written procurement guidelines with
the following exceptions:
a.Language similar to the following should appear in all bid advertisements:
“This project is financed with funds from the IL Dept. of Natural Resources, “State Boating
Fund”.
b.The local sponsor shall encourage: 1) "minority" business firms to submit bids on the approved
project and 2) successful contract bidders to utilize minority businesses as sub-contractors for
supplies, equipment, services, and construction.
c.The Illinois Works Job Program Act must be followed. See Part 3, clause 28.18 in your grant
agreement.
2) Recommendations for Bid Specifications. The bid proposal forms should be structured for flexibility.
This can usually be done most effectively with add/deduct alternates and bidding the work by
specific/distinct work elements. The instructions to bidders should clearly indicate what constitutes a
valid bid and how the contract/bid will be awarded (lowest responsible/qualified bidder for all work
items versus individual work items; base bid and selected bid alternates versus base bid separate from
bid alternates, etc.). It should also specify whether substitutes will be accepted and whether scope of
individual work elements can be modified.
The IDNR requires that all projects be completed by the ending date specified in the Project Agreement.
The Grantee should ensure that all bidders are aware of the expected completion date. The expected
construction start date and project completion date should appear in the specifications package.
The Instructions and General Conditions of the bid specifications should, at a minimum, address the
following:
●Bid Opening Date;
●Number of days Bid must be held;
●Bid, Performance and Payment Bond/Security Requirements
(In accordance with the “Public Construction Bonding Act”, 30 ILCS 550/1 et.seq.)
●Contractor Insurance Requirements;
●Completion date and if liquidated damages occur for late completion;
●Terms of Payment to Contractor;
●Schedule of quantities/material list and Unit Costs; and
●If Bid is for material or product supply, do not specify specific name brand without also
accepting "or approved equal". Also, specifications for a particular product or material being
bid cannot be written in such detail so as to prevent an open and competitive bidding situation.
3)Contract award(s) shall be made to the lowest responsible bidder whose bid proposal properly addresses
and complies with the bid invitation and is most advantageous to the Grantee; price and other factors
considered. (Factors such as discounts, transportation costs, and taxes may be considered in
determining the lowest bid.) Justification for acceptance of a no-bid contract or awarding a
contract to other than the lowest bidder shall be subject to IDNR approval.
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Page 4
4)In certain instances, after work has begun, conditions may arise which are beyond the control of the
Grantee and contractor which may require a change in specification and/or price. To maintain grant
eligibility, these changes must be done by formal change orders.
If the change order involves: 1) the total deletion of an identified project component, 2) the
addition of a new component for which reimbursement will be sought, or 3) exceeds $10,000 +/-
in value, the Grantee MUST receive IDNR approval in order to ensure grant eligibility is
maintained. For change orders in excess of $10,000 +/- (pursuant to Section 33E-9 of the Criminal
Code of 1961, as amended) written assurance MUST BE provided to the IDNR by the local agency
that such a change order was not reasonably foreseen at the time of initial construction contract
execution.
1) On occasion, it is more advantageous for some project components to be completed using an agency’s
own labor and/or direct procurement of project materials known as “Force Account”. However, the
Grantee must comply with applicable state statutes and applicable local ordinances concerning bidding
requirements for construction contracts and equipment/material purchases.
2)Equipment rental necessary to complete “Force Account” labor construction is eligible for grant
reimbursement. However, the value of donated material, labor and equipment to a project IS NOT
grant eligible nor is the purchase of non-consumable items (tools, etc.) necessary to complete project
work.
3)For “Force Account labor”, the Grantee shall maintain accurate time records and complete the
appropriate time sheet summary form (attached) for reporting "in-house" force account labor necessary
and reasonable for completing approved project components. This includes only those employees
directly involved in project construction and any associated design work, construction supervision, and
overall project record keeping and administration. The value of such labor shall reflect actual wages
paid to each employee and may include fringe benefits. (Wages paid shall not be higher than those for
persons on similar jobs within the local agency.)
4)For all small procurement (not required to be bid by state statute or local ordinance) material purchases,
appropriate purchase orders and/or invoices and corresponding canceled checks must be recorded on
the "Materials Itemization Sheet" (attached) according to each major project construction component
for which the materials were purchased. (Warning! Keep in mind that the local sponsor must comply
with applicable state statutes and applicable local ordinances concerning bidding requirements for
equipment/material purchases.)
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Page 5
1) Only those costs incurred during the specified project period dates indicated on the signed Project
Agreement and necessary for completion of approved project elements are eligible for grant payment.
2) Requests for reimbursement for project costs must be summarized on the attached forms and are
required to be transmitted to the IDNR:
a) Development Project Billing Form (engineering costs must be summarized and include a copy
of the invoice/bill and proof that payment has been made, e.g. cancelled check (front and back) or
a statement from the engineer that the bill has been paid in full.
b) Project Performance Report
c) Force Account Project Material Cost Summary
d) Force Account Project In-House Labor Summary
e) Schedule of Professional Services and Publicly Bid Project Contracts
f) Schedule of Project Expenditures
In addition, when submitting the first request for reimbursement for contracted construction costs, the
following documents must be provided:
Proof of bid advertisement
Copy of the bid tabulation
Copy of the executed contract
3) After the pay request has been reviewed and approved by the IDNR, a voucher will be processed and
payment will be made by the State Comptroller’s Office. Payment generally is received by the Grantee
within approximately 60 days.
4) Any late payment charges assessed by the contractor or engineer are not eligible for grant payment.
5) The final reimbursement request must additionally include:
One copy of the "As-Built Drawings" (which may be no larger than 11" x 17")
Copies of all final lien waivers
A photo of the "Boat/Canoe Access Area Development Program" acknowledgment
sign (will be provided to the local project sponsor upon project completion for
installation at the project site).
9) An inspection of the completed project site by IDNR personnel may also be conducted prior to approval
and authorization of the final reimbursement payment.
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Page 6
As stipulated in the General Provisions of the grant Project Agreement, the Grantee must maintain, for a
minimum three (3) year period following project completion, satisfactory financial accounts, documents, and
records associated with the project and the disbursement of grant funds pursuant to the Agreement, and shall
make them available to the Illinois IDNR, the State of Illinois, Auditor General or the Attorney General, for
auditing at reasonable times. Failure by the Grantee to maintain such accounts, documents, and records as
required herein shall establish a presumption in favor of the State of Illinois for recovery of any funds paid by
the State per this Agreement for which adequate records are not available to support their purported
disbursement.
A. If the Grantee charges the grant $25,000 or more for Force Account labor or material purchase costs,
the Grantee shall provide the Department with one of the following types of audits:
1. An agency-wide financial and compliance audit for each year that grant expenditures are made.
This audit should be conducted as part of the grantee’s annual audit as is generally required by
a) State law (i.e., 55 ILCS 5/6-3001 et seq. and 65 ILCS 5/8-8-1 et seq.),
b) OMB Circular A-133, or
c) the grantee’s own governing body.
2. A grant-specific audit covering all funds expended under the terms of the grant.
All required audits must be conducted by an independent certified public accountant, licensed by the
State of Illinois and must be performed in accordance with generally accepted auditing standards
adopted by the American Institute of Certified Public Accountants (AICPA). The Grantee will provide
the Department with all required audits within 30 days of the audits’ completion.
The Grantee shall be responsible for procuring all required audits in accordance with its normal
procurement rules, providing that these rules promote open competitive procurement. (NOTE: It is
important to inform the auditors that Boat Access Area Development grant funds are State funds, not
Federal.)
If the approved Boat Access project includes the use of Force Account labor, the Grantee shall ensure
that any audit required will include an internal control evaluation and opinion on the
Grantee’s time and attendance allocation system. In addition, if the Grantee uses materials purchased
by means of a central procurement system and allocates a portion of those materials to the project
(Force Account material claim), the audit must include testing and reporting on the allocation system
used for tracking material use.
B. If the Grantee receives less than $300,000 in grant funds or charges the grant less than $25,000 for
Force Account labor or material purchase costs, the Grantee will provide the Department with copies
of any audit(s) that report FINDINGS involving the Boat Access grant project.
The Grantee shall be responsible for timely action in resolving any audit findings or questioned project costs.
If questioned costs are ultimately deemed disallowed as determined by the Illinois IDNR or its representative,
the Grantee shall be responsible for repayment of such costs.
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Page 7
DEFINITION OF PROFESSIONAL DESIGN SERVICES: duties and services normally included within a
professional services contract for each of the following design and construction phases.
A.Preliminary Phase: The services contemplated under the preliminary phase of the engineering
work are those required to consider alternates and make specific recommendations as to the
final project design. It will also include preliminary drawings. This will usually require:
1.Conferences with the Client or his authorized representative and/or any specialists
representing the Client regarding his needs, both existing and anticipated.
2.Studies to develop a comprehensive knowledge of the conditions so that feasible ideas
for meeting the Client's needs may be formed and tentative cost estimates made for
various solutions of the problem.
3.Nominal examination and evaluation of existing facilities, if essential to
proper conclusions, should be provided by the Engineer and allowed for in his
compensation. Extensive investigation and evaluation should be considered as
supplemental services.
4.Economic studies as may be necessary to ascertain the proper construction system and
major items of equipment to be utilized to accomplish desired results.
NOTE: Such studies should be concerned with prices of equipment and of methods of
construction versus operating costs, maintenance and useful life. A "feasibility
study" (see Supplementary services) is more involved and is an addition to the
normal preliminary phase.
5.Preparation of report, including statement of the problem and of governing conditions,
preliminary layouts, sketches, and outline specifications to insure agreement between the
Client and Engineer as to the proper arrangement and functioning of the project and the
general type of equipment to be used, together with recommendations and preliminary
cost estimates for the project, and for possible alternatives.
B.Design Phase:
1.Review of preliminary work and coordination of the Client's requirements concerning
engineering aspects of the project.
2.Measurements and examinations for proper design work only.
3.Preparation of contract drawings and specifications to be used for construction. During
preparation of these documents the Engineer should maintain contact with the Client to
ensure that the final documents satisfy the requirements and that the probable costs of
the proposed work is known to the Client and is acceptable to him.
C.Bidding and Contracting Phase:
1.Preparation of bidding forms for a single contract and preparation of Performance Bond
and Contract Forms in conjunction with (or subject to review and approval by) the
Client's attorney.
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2.Preparation of a list of presumably qualified bidders for the project; assisting the Client
in negotiating or advertising for construction bids; providing the bidders with copies of
the plans, specifications, proposal forms and pertinent instructions and interpretations as
needed.
NOTE: The maximum number of copies of plans and specifications to be furnished
(usually 5 to 10) under a percentage fee basis should be stated in the Engineer's contract.
3.Assistance in the receipt, tabulation and evaluation of construction proposals, and advice
to the client concerning award of contracts.
D.Construction Phase:
1.Review shop and working drawings furnished by contractors and suppliers to ensure
compliance with design requirements of the plans and specifications as to the quality of
materials and performance of equipment. However, such review should not be
construed as relieving the contractor of primary responsibility to meet design
requirements.
2.Consult with contractors relative to interpretation of drawings and specifications and
require the establishment of satisfactory construction schedules on projects where
coordination and/or time limits are essential.
3.Provide general guidance of construction by instructions to the contractor and periodic
review of the work as it progresses. (Such review should be judiciously timed to
coincide with critical construction phases where reasonably possible).
4.Prepare supplementary drawings required during construction to illustrate details or to
indicate changes, and issue "change orders" as necessary.
5.Check and certify estimates prepared by the contractor for partial payments as the work
progresses, compute final installed quantities (if required), and prepare extras and final
payment certificates.
6.Perform over-all final review of the project. During the final review period, witness (if
feasible) performance testing of any installed facilities.
7.Provide "Drawings of Record" (as-built) at the completion of the project for all facilities
constructed, and assist in securing final lien waivers from all contractors and sub-
contractors.
Source: Manual of Practice for Professional Engineers in Private Practice, published by the Illinois Society of Professional Engineers.
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Page 9
BOAT ACCESS AREA DEVELOPMENT BILLING CHECKLIST
☐ Development Project Billing Statement
☐ Project Billing Report
☐ Cost Support documents (See pages 10-14 for forms/examples)
☐ Billing Claim for Bid & Non-Bid contracts
☐ Force Account Material Cost Summary
☐ Force Account Labor Summary
☐ Contracted Project Design Work
☐ Schedule of Professional Services
☐ Schedule of Project Expenditures
☐ Proof of Payment for all claims
☐ Photo of BAAD Sign at site
☐ Periodic Performance Report
☐ Periodic Financial Report
☐ Approved CERP
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Page 10
DEPARTMENT OF NATURAL RESOURCES
BOAT ACCESS AREA DEVELOPMENT GRANT PROGRAM
Project Number:
Project Sponsor:
Project Title:
Project FEIN: Project Billing #:
Cost Category
Expenditures to
Date
Claimed This
Billing
Construction Costs
Bid Contracts
Non-bid Contracts
Forced Account Labor
Forced Account Supplies/Equipment
Architecture & Engineering Fees
Archeological Survey Costs
Other (specify)
TOTAL
Less Local Agency Share
TOTAL CLAIMED FOR GRANT REIMBURSEMENT
First and last date expenses were
incurred for this billing: to
I do hereby certify that this Billing is correct and just and based upon actual payment(s) of record or costs incurred by the Grantee in
conjunction with the above referenced project; that payment from the State of Illinois has not been received for these costs; and that the
completed work and/or purchases have been reviewed and found acceptable by the project engineer and/or Grantee and are in accordance
with provisions of the signed Agreement for the referenced project including amendments thereto.
NAME:
(Signature)
(Printed)
TITLE:
DATE: AGENCY:
(Document must be attested to by local agency fiscal officer)
ATTESTED By:
(Title) (Signature)
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Page 11
DEPARTMENT OF NATURAL RESOURCES
BOAT ACCESS AREA DEVELOPMENT GRANT PROGRAM
Project #:
Project Sponsor:
Project Title:
Date:
Billing #:
CONCISE/QUANTIFIED DESCRIPTION OF COMPLETED PROJECT:
GENERAL COST BREAKDOWN OF COMPLETED MAJOR PROJECT COMPONENTS:
Approved Project Component Budgeted Costs Actual Costs
TOTAL:
Prepared by:
Title:
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Page 12
DEPARTMENT OF NATURAL RESOURCES
BOAT ACCESS AREA DEVELOPMENT GRANT PROGRAM
Major Project Component: Page: of
(Use Separate sheet for each project component)
Project Number:
Project Sponsor:
Project Title:
Firm Material Item Quantity
Purchase Order
Number Check Number Check Amount
Amount Claimed
for
Reimbursement
TOTAL
I hereby certify that the above is true and correct and all
materials were used exclusively on the referenced project.
Name:
Title:
Date:
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Page 13
DEPARTMENT OF NATURAL RESOURCES
BOAT ACCESS AREA DEVELOPMENT GRANT PROGRAM
Pay Period From: to Page: of
Project Number:
Project Sponsor:
Project Title:
Employee Name(s) Title Job Description
Hours Worked on
Project Hourly Wage
Total Wages
Claimed
TOTAL
I hereby certify that the above is true and correct and all
time listed was spent exclusively on the referenced project.
Name:
Title:
Date:
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Page 13
ATTACHMENT B
Schedule of Professional Services (A/E) and Publicly Bid Project Contracts [Example Format]
Grant Project #: _________
Firm Name Project Element Base Contract Amt C. O.
# and Amt
Total
John Doe & Associates A/E services $10,500.00 $10,500.00
Professional Services (A/E) Subtotal: $10,500.00
Acme Paving Co. Parking lot / Tennis & BB Court, &
pathway paving
$98,500.00 #1 - $11,500.00
#2 - $3,100.00 $113,100.00
Fun Time Park Supply Co. Playground Equipment, park benches,
bleachers, etc
$39,000.00 $39,000.00
Park Structures, Inc. (2) Pre-fab Park Shelters $28,000.00 $28,000.00
MCDL Construction Co. Install Playground & Shelter $32,500.00 #1 - $ 900.00
#2 - $1,800.00
#3 - $2,300.00 $37,500.00
Springdale Landscaping Park Landscaping $24,200.00 #1 - $1,200.00 $25,400.00
SGS Concrete Shelter Pad & walkways, etc. $9,500.00 $9,500.00
Publicly Bid Contracts Subtotal: $252,500.00
GRAND TOTAL : $263,000.00
Note: This form should only show the professional services contracts and the publicly bid contracts; any
change orders to those contracts; and the total contract amount.
• Subtotal the Professional Services
• Subtotal the Publicly Bid Contract
• Provide a Grand Total of all contracts shown
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Page 14
ATTACHMENT C
Schedule of Project Expenditures [Example Format]
Grant Project #: ___________
Vendor/Contractor
Name Project Element
Invoice
Date and
Number
Invoice Amount Payment
Check # Amount
Amount Claimed for
Grant
Reimbursement
Total
Reimbursement
Amount
John Doe & Associates A/E services 11111 $5,000.00 12121 $5,000.00 $5,000.00
Professional Services (A/E) Subtotal: $5,000.00
Acme Paving Co. Tennis/BB court 22222 $72,000.00 12122 $64,800.00 $64,800.00
Fun Time Park Supply Co. Bleachers 33333 $8,841.00 12123 $8,841.00 $8,841.00
Publicly Bid Contracts Subtotal: $73,641.00
Coyote Plumbing Drinking fountains 44444 $1,256.78 12124 $1,256.78 $1,256.78
Non-Bid Contracts Subtotal: $1,256.78
Lowes Lumber 900876 $8,000.00 0001 $8,000.00 $8,000.00
In-House “Force Account” Material/Supplies Subtotal: $8,000.00
ABC Accounting Agreed Upon
Procedures 55555 $800.00 12425 $800.00 $800.00
CPA Subtotal: $800.00
“Other” Category Subtotal: $0.00
(Force Account Labor)
Employee Name or Code # Job Description Hours Claimed
(1) Hourly Wage Total Wages Amount Claimed for
Grant Reimbursement
Jane Doe (Employee #18) Laborer 10 10 $100.00 $100.00
In-House “Force Account” Labor Subtotal: $100.00
TOTAL PROJECT EXPENDITURE FOR THIS BILLING: $88,797.78
(1) Taken from Project Sponsor’s time allocation records (time sheets)
I hereby certify that the costs shown on this “Schedule of Project Expenditures” are true and correct and based on
actual expenditures by the Project Sponsor for the referenced OSLAD project; and that the costs are in accordance
with provisions of the Illinois OSLAD grant program (17 IL Adm Code 3025).
CERTIFIED BY:
Name, Title & Date
Signature of Chief Administrator/Elected Official
ATTESTED BY:
(Signature of local agency’s chief fiscal officer)
Note: This form should show all project expenditures including ones for the professional services contracts
and the publicly bid contracts shown on Attachment B. The billing total on this page should match the
“Total” amount on the Project Billing Form.
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RESOLUTION R-23-
RESOLUTION OF
COMMITMENT FOR
PARTICIPATION IN THE
ILLINOIS DEPARTMENT OF
NATURAL RESOURCES
ILLINOIS BOAT ACCESS AREA
DEVELOPMENT GRANT
PROGRAM
Whereas, the City of McHenry has been selected as the recipient of an Illinois Department of
Natural Resources Illinois Boat Access Area Development Grant in the amount of $150,000, and;
Whereas, provisions for grant agreements between the State of Illinois Department of Natural
Resources and local agencies require that the grant recipient authorize a representative to sign
grant agreements, other documents, and revisions as required by the Illinois Department of
Natural Resources, and;
Whereas, the local agency is responsible for the balance of project funding in excess of awarded
grant funding.
Therefore, be it resolved by the City Council of the City of McHenry that Mayor Wayne S. Jett is
hereby authorized to sign all grant agreements, other documents, and revisions as required by the
Illinois Department of Natural Resources;
And, be it further resolved that the City of McHenry will commit necessary funds (Estimated at
$50,000) for local participation in the project in the Fiscal Year 2024/2025 Budget.
Resolved this 6th day of March 2023.
Signature:
Name: Wayne S. Jett
(Mayor)
Certified to be a true and accurate copy, passed and adopted on the above date.
Signature:
Name:
(Clerk)
(SEAL)
81
Monte Johnson
Deputy City Clerk
City of McHenry
333 S Green St
McHenry, Illinois 60050
Phone: (815) 363-2108
mjohnson@cityofmchenry.org
CONSENT AGENDA
DATE: March 6, 2023
TO: Mayor and City Council
FROM: Monte Johnson, Deputy City Clerk
RE: 2023 Annual Zoning Map Update and Notice Publication
ATT:
1.Resolution authorizing the Deputy Clerk to update the official zoning map and to publish
a notice of the zoning map update
2.2022 Zoning Map Update w/revisions
Illinois State Statutes require the City’s zoning map be published no later than March 31st of each
year to accurately reflect all annexations, zoning changes and subdivisions approved by the City
during the previous calendar year. To comply with the statutes, a resolution has been prepared
which authorizes the Deputy Clerk to make any necessary changes and to publish a notice that
the map has been updated.
Therefore, if the City Council concurs, it is recommended a motion be made to approve the
attached Resolution Authorizing the Deputy Clerk to Update the Official Zoning Map and to
Publish a Notice of the Zoning Map Update.
Clerk’s Note:
Now that we have technology that didn’t exist in the 1800s when the law was written, if anybody
is looking for the most current zoning map, they should refer to our online interactive
application that can be found here:
https://mchenry.maps.arcgis.com/apps/webappviewer/index.html?id=6d4e9d3413ab4300b36
1b8a6425bb580
The online version of the zoning map is updated the next day after any zoning map changes have
been passed by the City Council. It is also available on the City’s webiste with an easy to find link
under “Maps”.
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.
82
Resolution 23-
RESOLUTION AUTHORIZING THE DEPUTY CLERK TO UPDATE THE OFFICIAL ZONING MAP AND
TO PUBLISH A NOTICE OF THE ZONING MAP UPDATE
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 Resolution constitutes an exercise of the City’s home rule powers and functions
as granted in the Constitution of the State of Illinois; and
WHEREAS, 65 ILCS 5/11-13-19 requires the Corporate Authorities to cause to be
published, no later than March 31st of each year, a map clearly showing the existing zoning
uses, divisions, restrictions, regulations and classifications of the municipality for the preceding
calendar year; and
WHEREAS, said map shall be the Official Zoning Map of the City.
NOW, THEREFORE, BE IT RESOLVED by the Mayor and Aldermen of the City of McHenry,
McHenry County, Illinois, as follows:
1.That the Deputy Clerk is hereby authorized to update the Official Zoning Map of the City
to show all existing zoning uses, divisions, restrictions, regulations and classifications in
effect as of March 1, 2023; and
2.The Deputy City Clerk is directed to publish said map, in the manner Ordinances of the
City are published; and
3.That the Deputy Clerk is further directed to publish a Public Notice in the Northwest
Herald announcing that the Official Zoning Map has been updated as required by the
Illinois Municipal Code and said Notice shall read as follows:
Notice is hereby given that the Official Zoning Map of the City of McHenry, as
required by 65 ILCS 5/11-13-19, has been updated and said map has been
published, in the manner Ordinances of the City are published. Said Official
Zoning Map is available for public inspection in the City of McHenry Municipal
Center, 333 S. Green St., McHenry, IL 60050, during regular business hours.
Monte Johnson, Deputy City Clerk
City of McHenry
83
Dated this 6th day of March, 2023.
APPROVE: ATTEST:
⎯⎯⎯⎯⎯⎯⎯⎯⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯⎯⎯⎯⎯⎯⎯⎯
Mayor Wayne S. Jett Deputy City Clerk
84
2023City of McHenry, IL0 1,000 2,000 3,000 4,000500Feet1 inch equals 1,083 feetRevised 3/1/23By: Monte JohnsonDeputy City ClerkZoning DistrictsZoningA‐1 AgricultureA‐M Agricultural & MiningBP Business ParkC‐1 Convenience CommercialC‐2 Neighborhood CommercialC‐3 Community CommercialC‐4 Downtown CommercialC‐5 Highway CommercialE Estate DistrictHC Health CareI‐1 IndustrialIDD Integrated Design DistrictMU Mixed UseO‐1 Local OfficeO‐2 Office ParkRA‐1 Attached ResidentialRM‐1 Low‐Density Multi‐Family ResidentiaRM‐2 High‐Density Multi‐Family ResidentialRS‐1 Low‐Density Single Family ResidentiaRS‐2 Medium‐Density Single‐Family ResidentialRS‐3 Medium‐High Density Single Family ResidentialRS‐4 High‐Density SIngle Family ResidentialRS‐1A Medium‐Low Density Single‐Family ResidentialCity LimitsCity LimitsA-MRS-1RS-2RA-1RA-1RA-1ERS-2RS-1RS-1I-1EC-2RS-3RS-4RS-3O-1I-1C-5RA-1RS-3RS-2RS-4RS-2RS-1RM-2I-1HCRM-3BPRM-2IDDRS-2RS-3RS-2RS-2RS-2RS-4RS-4C-5RS-3RS-3RS-3BPC-3C-5E85
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.ci.mchenry.il.us/park_recreation
CONSENT AGENDA
TO: Mayor and City Council
FROM: Bill Hobson, Director of Parks and Recreation
FOR: March 6, 2023 Regular City Council Meeting
RE: Farm Lease Agreements
ATT: Lease Agreement w/David Laufer (former Levy Property)
Lease Agreement w/ Bauer Family (Petersen Farm)
Lease Agreement w Charles Schaefer (Riverside Hollow Property)
Lease Agreement w Charles Schaefer (Petersen Ballfield Annex Property)
Lease Agreement w Charles Schaefer (Curran Road Property)
Following are recommendations to renew the tenant farm lease agreements for properties owned by the
City of McHenry. The term for each lease is one -year commencing on March 1, 2023, to February 28,
2024.
Laufer Lease (Levy Property). Attached is a lease agreement with Mr. Laufer to farm approximately 24.5
acres. Staff proposes a price per acre of $123, for a total of $3,014 for the term of the lease.
Bauer Family Lease. Attached is a lease agreement to farm approximately 58-acres with Kevin Bauer and
his mother Georgia Bauer. The city first leased this property to the Bauer Family in 2015. Staff proposes
a price per acre of $182, for an annual payment of $10,556.
Schaefer Lease (Riverside Hollow Property). Attached is a lease agreement with Mr. Schaefer to farm
approximately 12 acres. Staff proposes a price per acre of $110, for a total of $1,320 for the term of the
lease.
Schaefer Lease (Petersen Ballfield Annex Property). Attached is a lease agreement with Mr. Schaefer to
farm approximately 20 acres. Staff proposes a price per acre of $123, for a total of $2,460 for the term of
the lease.
Schaefer Lease (Curran Road Property). Attached is a lease agreement with Mr. Schaefer to farm
approximately 9 acres. Staff proposes a total of $500 for the term of the lease. The City is honoring a
previous lease that was in place.
If Council concurs, it is recommended to consider a motion to enter into the attached lease
agreements as presented.
86
LAUFER LEASE AGREEMENT
This Lease Agreement, made and entered into this __ day of March 2023 , by and between the
City of McHenry, 333 S. Green Street, McHenry, Illinois hereinafter referred to as ”Lessor,” and David
Laufer , hereinafter referred to as “Lessee .”
RECITALS
WHEREAS, Lessor is the legal owner of the following described real estate: approximately 24.5
acres located in the NE ¼ of the NW ¼ of Section 33, McHenry Township (T.45N. -R.8E.), (PIN 09 -33-
100-003) located in the County of McHenry, State of Illinois , and more fully described in the attached
Exhibit A (the “Premises”).
WHEREAS, Lessor wishes to lease to Lessee, and the Less ee wishes to lease from Lessor , the
Premises.
Now, therefore, in exchange for the mutual covenants and conditions expressed herein, the receipt
and sufficiency of which is hereby acknowledged, the parties hereto agree as follows:
I. Term. This Lease Agreement shall commence on the 1st day of March 2023, and end on the
2 8 th day of February 2024. Lessee c ovenants with Lessor, that at the expiration of the term of this Lease
Agreement, he will yield up the possession of the Premises to Lessor without further demand or notice, in
as good orde r and condition as when this Lease Agreement was entered upon by Le ssee, ordinary wear
excepted.
II. Rent. Lessee agrees to pay Lessor rent in the amount of $123 per acre for a total of $3,014 ,
payable on November 1, 2021. In the event any payment of Rent is received by Lessor more than five (5)
days after such Rent p ayment is due, such payment shall include a late payment penalty in an amount
equal to five percent (5%) of the Rent due each day thereafter that such payment is delinquent.
III. Use of the Premises . Lessee may use the Premises for farming purposes only.
IV. Obligations of Lessee . It is further expressly understood and agreed between the parties
hereto, as follows:
1. Lessee shall not to burn anything on said Premises.
2. Lessee shall use the premises solely for agricultural purposes. Animals and
livestock will not be permitted on said premises.
3. Lessee shall preserve and keep the trees, vines and shrubbery that now are or shall be
planted on the Premises, from injury by ploughing, or from animals and further, to keep all necessary
ditches and drains ploughed and cleaned out during the continuance of this Lease Agreement.
4. If Lessee shall fail to cultivate said Premises as herein agreed, or shall fail to keep any
of the covenants contained in this Lease Agreement, or shall assign this Lease Agreement, or shall sublet
said Premises, or any part thereof, without the prior written consent of Lessor, then this Lease Agreement
shall, at the election of the Lessor, be null and void, and Lessor, or his legal representative, shall have the
right to take possession of said Premises, using such force as may be necessary, with o r without process
of law; and all damage growing out of a failure to perform any of the covenants of this Lease Agreement
shall be added to and become a part of the rent, recove rable as rent.
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2
5. Lessor reserves the right for itself, its employees, and its officers assigns or respective
buyers to enter upon said Premises at any time, for the purpose of viewing same or making repairs or
improvements thereon.
6. Lessor reserves the right to terminate this lease without notice to Lessee relative to all
or part of the Premises for any reason whatsoever . Said portion of the land removed from this Lease
Agreement will result in reduce d Rent on a prorated basis. If there are crop s on the Premises being
removed from this Lease Agreement, Lessor shall pay Lessee the fair market value per bushel of said
crops as of the date of said crops removal as established by the Stade Grain Company located in Marengo,
Illinois, or a similar grain company located in McHenry County, Illinois, as agreed to by the parties . If
the Lessor and Lessee are unable to reach an agreement as to the compensation due Lessee, each party
will secure a representative who will be designated to resolve any disputes . The decision of the
representatives will be final and binding on both parties. Failure of the representatives to agree shall
qualify either party to file suit to resolve the issues.
7. Lessee agrees to follow present soil conservation practices as r equired for by the Soil
Conservation Service for McHenry County to control soil loss.
8. Lessee agrees not to use any hazardous materials on said Premises. If Lessee does use
any hazardous materials, the cost of cleanup will be paid by the Lessee. Lessor may initially pay, at its
discretion for any cleanup however Lessee shall reimburse Lessor for any costs incurred in the cleanup
process. Any damage stemming from use of hazardous materials shall be construed as a material breach
of this lease and sh all be added to and become part of the rent, recoverable as rent.
V. Entire Agreement. This Lease Agreement contains the entire understanding between the
parties and supersedes any prior understandings or agreements between them respecting the subject
matter. No representations, arrangements, or understandings except those fully expressed herein are, or
shall be binding upon the parties. No changes, alterations, modifications, additions or qualifications to
the terms of this lease shall be made or be b inding unless made in writing and signed by each of the
parties.
VI. Attorney’s Fees. The prevailing party in any action or proceeding to enforce the terms of this
Lease Agreement shall be entitled to receive its reasonable attorneys’ fees and other re asonable
enforcement costs and expenses from the non -prevailing party.
VII. Hold Harmless. The Lessee agrees to indemnify, defend, and hold the Lessor harmless from
any and all liabilities, claims, demands, suits, damages, actions, recoveries, judgments and expenses
(including court costs, attorney fees, and costs of investigation) resulting from a breach by Lessee of any
provision contained in this Lease Agreement, resulting in any way from Lessee’s occupancy of the
Premises, or arising from any persona l injury occurring on the Premises during the term of this Lease
Agreement. The provisions, undertakings, and indemnifications set out in this Section 7 shall survive the
termination of this Lease Agreement.
VIII. Notices. All notices, requests and oth er writings required under this Lease Agreement
(including any notices of renewal, or termination rights) must be in writing and shall be deemed validly
given upon the earlier of (i) actual receipt or (ii) the second business day after the date posted if s ent by
certified mail, return receipt requested, addressed to the other party as follows:
If to Lessor: Attn: Bill Hobson
The City of McHenry
333 South Green Street
McHenry, IL 60050
If to Lessee: David Laufer
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3
IN WITNESS WHEREOF, We have he reunto set our hands and seals, the day and year
first above written.
Lessor Lessee
THE CITY OF MCHENRY DAVID C. LAUFER
By__________________________________By:________________________________
Wayne Jett, Mayor David C. Laufer
89
4
Exhibit A
90
BAUER LEASE AGREEMENT
This Lease Agreement m ade and entered into this ___ day of March 2023 , by and between the
City of McHenry, 333 S. Green Street, McHenry, Illinois (“Lessor”), and Kevin E. Bauer, 4803 Barnard
Mill Road and Steven R. Bauer (“Lessees”).
RECITALS
WHEREAS, Lessor is the legal owner of the land , being a portion of the Petersen Farm in
McHenry, Illinois, for farming purposes only co ntaining approximately 58 acres as described in the
attached site plan, Exhibit A (the “Premises”).
WHEREAS, Lessor wishes to lease to Lessee, and the Less ee wishes to lease from Lessor , the
Premises.
Now, therefore, in exchange for the mutual covenants and conditions expressed herein, the receipt
and sufficiency of which is hereby acknowledged, the parties hereto agree as follows:
I. Term. This Lease Agreement shall commence on March 1, 202 3 and end on February 2 8 ,
202 4 . Lessee covenants with Lessor, that at the expiration of the term of this Lease Agreement, he will
yield up the possession of th e Premises to Lessor without further demand or notice, in as good orde r and
condition as when this Lease Agreement was entered upon by Lessee, ordinary wear excepted.
II. Rent. Lessee agrees to pay Lessor Rent in the amount of $182 per acre for a total of $10,556 ,
payable on November 1, 20 21. In the event any payment of Rent is received by Lessor more than five (5)
days after such Rent payment is due, such payment shall include a late payment penalty in an amount
equal to five percent (5%) of the Rent d ue each day thereafter that such payment is delinquent.
III. Use of the Premises . Lessee may use the Premises for farming purposes only.
IV. Obligations of Lessee . It is further expressly understood and agreed between the parties
hereto, as follows:
1. Lessee shall not to burn anything on said Premises.
2. Lessee shall use the premises solely for agricultural purposes. Animals and livestock
will not be permitted on said premises.
3. Lessee shall preserve and keep the trees, vines and shrubbery that now are or shall be
planted on the Premises, from injury by ploughing, or from animals and further, to keep all necessary
ditches and drains ploughed and cleaned out during the continuance of this Lease Agreement.
4. Lessee shall keep said Prem ises, including the hedges and fences, in proper and
necessary repair. If Lessee fails to do so, Lessor may enter upon the Premises and make all proper and
necessary repairs, and the cost thereof shall be additional rent, due and owing from Lessee to Less or
immediately .
91
2
5. If Lessee shall fail to cultivate said Premises as herein agreed, or shall fail to keep any
of the covenants contained in this Lease Agreement, or shall assign this Lease Agreement, or shall sublet
said Premises, or any part thereof, without the prior written consent of Lessor, then this Lease Agreement
shall, at the election of the Lessor, be null and void, and Lessor, or his legal representative, shall have the
right to take possession of said Premises, using such force as may be necessary, with o r without process
of law; and all damage growing out of a failure to perform any of the covenants of this Lease Agreement
shall be added to and become a part of the rent, recoverable as rent .
6. Lessor reserves the right for itself, its employees, and its officers assigns or respective
buyers to enter upon said Premises at any time, for the purpose of viewing same or making repairs or
improvements thereon.
7. Lessor reserves the right to terminate this lease without notice to Lessee relative to all
or part of the Premises for any reason whatsoever . Said portion of the land removed from this Lease
Agreement will result in reduce d Rent on a prorated basis. If there are crops on the Premises being
removed from this Lease Agreement, Lessor shall pay Lessee the fair market value per bushel of said
crops as of the date of said crops removal as established by the Stade Grain Company located in Marengo,
Illinois, or a similar grain company located in McHenry County, Illinois, as agreed to by the parties. If
the Lessor and Lessee are unable to reach an agreement as to the compensation due Lessee, each party
will secure a representative who will be designated to resolve any disputes. The decision of the
representatives will be final and binding on both parties. Failure of the representatives to agree shall
qualify either party to file suit to resolve the issues.
8. Lessee agrees to follow present soil conservation practices as required for by the Soil
Conservation Service for McHenry County to control soil loss.
9. Lessee agrees not to use any hazardous materials on said Premises. If Lessee does use
any hazardous materials, the cost of clean up will be paid by the Lessee. Lessor may initially pay, at its
discretion for any clean up; however; Lessee shall reimburse Lessor for any costs incurred in the clean up
process. Any damage stemming from use of hazardous materials shall be construed as a material breach
of this lease and shall be added to and become part of the rent, recoverable as rent.
V. Entire Agreement. This Lease Agreement contains the entire understanding between the
parties and supercedes any prior understandings or agreements between them respecting the subject
matter. No representations, arrangements, or understandings except those fully expressed herein, are, or
shall be binding upon the parties. No changes, alterations, modifications, additions or qualifications to
the terms of this lease shall be made or be binding unless made in writing and signed by each of the
parties.
VI. Attorney’s Fees. The prevailing party in any action or proceeding to enforce the terms of this
Lease Agreement shall be entitled to receive its reasonable attorneys’ fees and other reasonable
enforcement costs and expenses from the non -prevailing party.
VII. Hold Harmless. The Lessee agrees to indemnify, defend, and hold the Lessor harmless from
any and all liabilities, claims, demands, suits, damages, actions, recoveries, judgments and expenses
(including court costs, attorney’s fee’s, and costs of investigation) resulting from a breach by Lessee of
any provision contained in this Lease Agreement, resulting in any way from Lessee’s o ccupancy of the
Premises, or arising from any personal injury occurring on the Premises during the term of this Lease
Agreement. The provisions, undertakings, and indemnifications set out in this Section 7 shall survive the
termination of this Lease Agreement.
VIII. Notices. All notices, requests and other writings required under this Lease Agreement
(including any notices of renewal, or termination rights) must be in writing and shall be deemed validly
92
3
given upon the earlier of (i) actual receipt or (ii) the second business day after the date posted if sent by
certified mail, return receipt requested, addr essed to the other party as follows:
If to Lessor: Attn: Bill Hobson
The City of McHenry
333 South Green Street
McHenry, IL 60050
If to Lessee: Kevin E. Bauer
Steven R. Bauer
4803 Barnard Mill Road
Ringwood, Illinois 60072
IN WITNESS WHEREOF, We have hereunto set our hands and seals, the day and year
first above written.
Lessor: Lessee:
THE CITY OF MCHENRY
By__________________________________By:________________________________
Wayne Jett, Mayor Kevin E. Bauer
By: _____________________________
Steven R. Bauer
93
4
Exhibit A
94
SCHAEFER LEASE AGREEMENT
This Lease Agreement m ade and entered into this ___ day of March 2023 , by and between the
City of McHenry, 333 S. Green Street, McHenry, Illinois (“Lessor”), and Charles Schaefer (“Lessee”).
RECITALS
WHEREAS, Lessor is the legal owner of the land, being a portion of the Riverside Hollow farm
property in McHenry, Illinois, for farming purposes only containing approximately 12 acres as described
in the attached site plan, Exhibit A (the “Premises”).
WHEREAS, Lessor wishes to lease to Lessee, and the Less ee wishes to lease from Lessor , the
Premises.
Now, therefore, in exchange for the mutual covenants and conditions expressed herein, the receipt
and sufficiency of which is hereby acknowledged, the parties hereto agree as follows:
I. Term. This Lease Agreement shall commence on March 1, 202 3 and end on February 2 8 ,
202 4 . Lessee covenants with Lessor, that at the expiration of the term of this Lease Agreement, he will
yield up the possession of the Premises to Lessor without further demand or notice, in as good orde r and
condition as when this Lease Agreement was entered upon by Lessee, ordinary wear excepted.
II. Rent. Lessee agrees to pay Lessor Rent in the amount of $110 per acre for a total of $1,320 ,
payable on November 1, 20 21. In the event any payment of Rent is received by Lessor more than five (5)
days after such Rent payment is due, such payment shall include a late payment penalty in an amount
equal to five percent (5%) of the Rent due each day thereafter that such payment is delinquent.
III. Use of the Premises . Lessee may use the Premises for farming purposes only.
IV. Obligations of Lessee . It is further expressly understood and agreed between the parties
hereto, as follows:
1. Lessee shall not to burn anything on said Premises.
2. Lessee shall use the premises solely for agricultural purposes. Animals and livestock
will not be permitted on said premises.
3. Lessee shall preserve and keep the trees, vines and shrubbery that now are or shal l be
planted on the Premises, from injury by ploughing, or from animals and further, to keep all necessary
ditches and drains ploughed and cleaned out during the continuance of this Lease Agreement.
4. Lessee shall keep said Premises, including the hedges and fences, in proper and
necessary repair. If Lessee fails to do so, Lessor may enter upon the Premises and make all proper and
necessary repairs, and the cost thereof shall be additional rent, due and owing from Lessee to Lessor
immediately .
95
2
5. If Lessee shall fail to cultivate said Premises as herein agreed, or shall fail to keep any
of the covenants contained in this Lease Agreement, or shall assign this Lease Agreement, or shall sublet
said Premises, or any part thereof, without the prior written consent of Lessor, then this Lease Agreement
shall, at the election of the Lessor, be null and void, and Lessor, or his legal representative, shall have the
right to take possession of said Premises, using such force as may be necessary, with o r witho ut process
of law; and all damage growing out of a failure to perform any of the covenants of this Lease Agreement
shall be added to and become a part of the rent, recoverable as rent .
6. Lessor reserves the right for itself, its employees, and its officers assigns or respective
buyers to enter upon said Premises at any time, for the purpose of viewing same or making repairs or
improvements thereon.
7. Lessor reserves the right to terminate this lease without notice to Lessee relative to all
or part of the Premises for any reason whatsoever . Said portion of the land removed from this Lease
Agreement will result in reduce d Rent on a prorated basis. If there are crops on the Premises being
removed from this Lease Agreement, Lessor shall pay Lessee the fair market value per bushel of said
crops as of the date of said crops removal as established by the Stade Grain Company located in Marengo,
Illinois, or a similar grain company located in McHenry County, Illinois, as agreed to by the parties . If
the Lessor and Lessee are unable to reach an agreement as to the compensation due Lessee, each party
will secure a representative who will be designated to resolve any disputes. The decision of the
representatives will be final and binding on both parties. Fai lure of the representatives to agree shall
qualify either party to file suit to resolve the issues.
8. Lessee agrees to follow present soil conservation practices as required for by the Soil
Conservation Service for McHenry County to control soil loss.
9. Lessee agrees not to use any hazardous materials on said Premises. If Lessee does use
any hazardous materials, the cost of clean up will be paid by the Lessee. Lessor may initially pay, at its
discretion for any clean up; however; Lessee shall reimburse Lessor for any costs incurred in the clean up
process. Any damage stemming from use of hazardous materials shall be construed as a material breach
of this lease and shall be added to and become part of the rent, recoverable as rent.
V. Entire Agreement. This Lease Agreement contains the entire understanding between the
parties and supercedes any prior understandings or agreements between them respecting the subject
matter. No representations, arrangements, or understandings except those fully ex pressed herein, are, or
shall be binding upon the parties. No changes, alterations, modifications, additions or qualifications to
the terms of this lease shall be made or be binding unless made in writing and signed by each of the
parties.
VI. Attorney ’s Fees. The prevailing party in any action or proceeding to enforce the terms of this
Lease Agreement shall be entitled to receive its reasonable attorneys’ fees and other reasonable
enforcement costs and expenses from the non -prevailing party.
VII. Ho ld Harmless. The Lessee agrees to indemnify, defend, and hold the Lessor harmless from
any and all liabilities, claims, demands, suits, damages, actions, recoveries, judgments and expenses
(including court costs, attorney’s fee’s, and costs of investigati on) resulting from a breach by Lessee of
any provision contained in this Lease Agreement, resulting in any way from Lessee’s o ccupancy of the
Premises, or arising from any personal injury occurring on the Premises during the term of this Lease
Agreement. The provisions, undertakings, and indemnifications set out in this Section 7 shall survive the
termination of this Lease Agreement.
VIII. Notices. All notices, requests and other writings required under this Lease Agreement
(including any notices of ren ewal, or termination rights) must be in writing and shall be deemed validly
96
3
given upon the earlier of (i) actual receipt or (ii) the second business day after the date posted if sent by
certified mail, return receipt requested, addressed to the other party as follows:
If to Lessor: Attn: Bill Hobson
The City of McHenry
333 South Green Street
McHenry, IL 60050
If to Lessee: Charles Schaefer
IN WITNESS WHEREOF, We have hereunto set our hands and seals, the day and year
first above written.
Lessor: Lessee:
THE CITY OF MCHENRY
By__________________________________By:________________________________
Wayne Jett, Mayor Charles Schaefer
97
4
Exhibit A
98
SCHAEFER LEASE AGREEMENT
This Lease Agreement m ade and entered into this ___ day of March 2023 , by and between the
City of McHenry, 333 S. Green Street, McHenry, Illinois (“Lessor”), and Charles Schaefer (“Lessee”).
RECITALS
WHEREAS, Lessor is the legal owner of the land , being a portion of Petersen Park Ballfield
Annex property in McHenry, Illinois, for farming purposes only co ntaining approximately 20 acres as
described in the attached site plan, Exhibit A (the “Premises”).
WHEREAS, Lessor wishes to lease to Lessee, and the Less ee wishes to lease from Lessor , the
Premises.
Now, therefore, in exchange for the mutual covenants and conditions expressed herein, the receipt
and sufficiency of which is hereby acknowledged, the parties hereto agre e as follows:
I. Term. This Lease Agreement shall commence on March 1, 202 3 and end on February 2 8 ,
202 4 . Lessee covenants with Lessor, that at the expiration of the term of this Lease Agreement, he will
yield up the possession of the Premises to Lessor without further demand or notice, in as good orde r and
condition as when this Lease Agreement was entered upon by Lessee, ordinary wear excepted.
II. Rent. Lessee agrees to pay Lessor Rent in the amount of $123 per acre for a total of $2,460 ,
payable on November 1, 20 21. In the event any payment of Rent is received by Lessor more than five (5)
days after such Rent payment is due, such payment shall include a late payment penalty in an amount
equal to five percent (5%) of the Rent due each day thereafter that such payment is delinquent.
III. Use of the Premises . Lessee may use the Premises for farming purposes only.
IV. Obligations of Lessee . It is further expressly understood and agreed between the parties
hereto, as follows:
1. Lessee shall not to burn anything on said Premises.
2. Lessee shall use the premises solely for agricultural purposes. Animals and livestock
will not be permitted on said premises.
3. Lessee shall preserve and keep the trees, vines and shrubbery that now are or shall be
planted on the Premises, from injury by ploughing, or from animals and further, to keep all necessary
ditches and drains ploughed and cleaned out during the continuance of this Lease Agreement.
4. Lessee shall keep said Premises, including the hedges and fences, in proper and
necessary repair. If Lessee fails to do so, Lessor may enter upon the Premises and make all proper and
necessary repairs, and the cost thereof shall be additional rent, due and owing from Lessee to Lessor
immediately .
99
2
5. If Lessee shall fail to cultivate said Premises as herein agreed, or shall fail to keep any
of the covenants contained in this Lease Agreement, or shall assign this Lease Agreement, or shall sublet
said Premises, or any part thereof, without the prior written consent of Lessor, then this Lease Agreement
shall, at the election of the Lessor, be null and void, and Lessor, or his legal representative, shall have the
right to take possession of said Premises, using such force as may be necessary, with o r without process
of law; and all damage growing out of a failure to perform any of the covenants of this Lease Agreement
shall be added to and become a part of the rent, recoverable as rent .
6. Lessor reserves the right for itself, its employees, and its officers assigns or respective
buyers to enter upon said Premises at any time, for the purpose of viewing same or making repairs or
improvements thereon.
7. Lessor reserves the right to terminate this lease without notice to Lessee relative to all
or p art of the Premises for any reason whatsoever . Said portion of the land removed from this Lease
Agreement will result in reduce d Rent on a prorated basis. If there are crops on the Premises being
removed from this Lease Agreement, Lessor shall pay Lessee the fair market value per bushel of said
crops as of the date of said crops removal as established by the Stade Grain Company located in Marengo,
Illinois, or a similar grain company located in McHenry County, Illinois, as agreed to by the parties . If
th e Lessor and Lessee are unable to reach an agreement as to the compensation due Lessee, each party
will secure a representative who will be designated to resolve any disputes. The decision of the
representatives will be final and binding on both parties. Failure of the representatives to agree shall
qualify either party to file suit to resolve the issues.
8. Lessee agrees to follow present soil conservation practices as required for by the Soil
Conservation Service for McHenry County to control soil lo ss.
9. Lessee agrees not to use any hazardous materials on said Premises. If Lessee does use
any hazardous materials, the cost of clean up will be paid by the Lessee. Lessor may initially pay, at its
discretion for any clean up; however; Lessee shall reimburse Lessor for any costs incurred in the clean up
process. Any damage stemming from use of hazardous materials shall be construed as a material breach
of this lease and shall be added to and become part of the rent, recoverable as rent.
V. Entire Agreement. This Lease Agreement contains the entire understanding between the
parties and supercedes any prior understandings or agreements between them respecting the subject
matter. No representations, arrangements, or understandings except those full y expressed herein, are, or
shall be binding upon the parties. No changes, alterations, modifications, additions or qualifications to
the terms of this lease shall be made or be binding unless made in writing and signed by each of the
parties.
VI. Attorney’s Fees. The prevailing party in any action or proceeding to enforce the terms of this
Lease Agreement shall be entitled to receive its reasonable attorneys’ fees and other reasonable
enforcement costs and expenses from the non -prevailing party.
VII. Hold Harmless. The Lessee agrees to indemnify, defend, and hold the Lessor harmless from
any and all liabilities, claims, demands, suits, damages, actions, recoveries, judgments and expenses
(including court costs, attorney’s fee’s, and costs of investi gation) resulting from a breach by Lessee of
any provision contained in this Lease Agreement, resulting in any way from Lessee’s o ccupancy of the
Premises, or arising from any personal injury occurring on the Premises during the term of this Lease
Agreemen t. The provisions, undertakings, and indemnifications set out in this Section 7 shall survive the
termination of this Lease Agreement.
VIII. Notices. All notices, requests and other writings required under this Lease Agreement
(including any notices of renewal, or termination rights) must be in writing and shall be deemed validly
100
3
given upon the earlier of (i) actual receipt or (ii) the second business day after the date posted if sent by
certified mail, return receipt requested, addressed to the other p arty as follows:
If to Lessor: Attn: Bill Hobson
The City of McHenry
333 South Green Street
McHenry, IL 60050
If to Lessee: Charles Schaefer
IN WITNESS WHEREOF, We have hereunto set our hands and seals, the day and year
first above written.
Lessor: Lessee:
THE CITY OF MCHENRY
By__________________________________By:________________________________
Wayne Jett, Mayor Charles Schaefer
101
4
Exhibit A
102
City Council
Meeting Minutes
February 21, 2023
Page 1
McHenry City Council
Regular Meeting Minutes
February 21, 2023
Call to Order
The City Council of the City of McHenry, Illinois, met at McHenry City Hall, 333 S Green St, on
Tuesday, February 21, 2023, at 7:00 p.m.
Roll Call
Deputy Clerk Johnson called the roll. Roll call: Members present: Alderman Santi, Alderman Glab,
Alderman McClatchey, Alderman Harding, Alderman Devine, Alderwoman Miller, Mayor Jett.
Members absent: Alderman Strach. Others present: Attorney McArdle, Director of Public Works
Strange, Director of Community Development Polerecky, Finance Director Lynch, Director of
Economic Development Martin, and Chief of Police Birk.
Pledge of Allegiance
Mayor Jett led those present in the Pledge of Allegiance.
Public Comment
There were no comments from the members of the public that were present.
Consent Agenda
A. Selection of HDR Inc. of Rosemont, Illinois as consultant for the development of the City
of McHenry Comprehensive Plan and Downtown Area Plan and authorization for City Staff
to begin working with HDR Inc. to finalize a scope of services. (Community Development
Director Polerecky)
A. Award of Municipal Mowing Program contract for a period of three (3) years with an
option to renew for an additional two (2) years to Mark 1 Landscape, Inc. of Bartlett,
Illinois for an amount of $3,984.87 per week. (Public Works Director Strange)
B. Approval of a street closure on Sunday, August 6, 2023 of Park Street from 1304/1309
Park Street to Elm Street from 12:00pm to 6:00pm for use by the Liberty Club, NFP (PLAV).
(Deputy City Clerk Johnson)
103
City Council
Meeting Minutes
February 21, 2023
Page 2
C. February 6, 2023 City Council Meeting Minutes;
D. Issuance of Checks in the amount of $649,341.94;
E. As Needed Checks in the amount of $444,949.60.
A motion was made by Alderman McClatchey and seconded by Alderwoman Miller to approve
consent agenda items A through E as presented. Roll Call: Vote: 6-ayes: Alderman Santi,
Alderman Glab, Alderman McClatchey, Alderman Harding, Alderman Devine, Alderwoman Miller.
0-nays, 1-absent: Alderman Strach, 0-abstained. Motion carried.
Individual Action Items
Budget Amendment and Authorization to Purchase 3609-3611 Elm Street, McHenry, Illinois.
Director Polerecky explained that the property being purchased is the old carpet store on Elm
Street. There were no environmental concerns reported from the studies done that the City
wasn’t already aware of. A plan for remediation can be submitted when a plan is in place for
building on the property. Alderman Glab pointed out that although there are two addresses listed
in the motion, there are actually three separate parcels being purchased. Alderman Santi stated
that when looking on a map, it is clear that the City now can control the property in the area
without islands of parcels that aren’t City owned. The City can now look for a development to
come in for that area.
A motion was made by Alderwoman Miller and seconded by Alderman Santi to approve an
Ordinance amending the FY22/23 Budget in the amount of $450,000 and to approve an
Ordinance authorizing the purchase of an accepting the real estate contract for 3609-3611 Elm
Street, McHenry, Illinois between Cosmopolitan Bank of Chicago, as Trustee under the
provisions of a trust agreement dated 7/22/91 known as Trust #29855 and the City of McHenry
in the amount of $450,000. Roll Call: Vote: 6-ayes: Alderman Santi, Alderman Glab, Alderman
McClatchey, Alderman Harding, Alderman Devine, Alderwoman Miller. 0-nays, 1-absent:
Alderman Strach, 0-abstained. Motion carried.
Mayor’s Report
Mayor Jett reported that he distributed a memo for Council members, and they are welcome to
call him with any questions or concerns.
City Council Comment
Alderman McClatchey reported that one of McHenry’s high school students became a state
champion in wrestling. A proclamation should be made for the next meeting to commemorate
104
City Council
Meeting Minutes
February 21, 2023
Page 3
the achievement. Alderman Santi thanked Finance Director Carolyn Lynch for helping a
constituent understand the self-storage tax.
Adjournment
A motion was made by Alderman Sanit and seconded by Alderman McClatchey to adjourn the
meeting at 7:06 p.m. Roll Call: Vote: 6-ayes: Alderman Santi, Alderman Glab, Alderman
McClatchey, Alderman Harding, Alderman Devine, Alderwoman Miller. 0-nays, 1-absent:
Alderman Strach, 0-abstained. Motion carried.
Mayor Wayne Jett Deputy Clerk Monte Johnson
_________________________________ ________________________________
105
Expense Approval Register
McHenry, IL List of Bills Council Meeting‐ 3‐6‐23
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: BAXTER & WOODMAN
BAXTER & WOODMAN 0243694 03/06/2023 MILL STREET WATER MAIN 510‐31‐8500 595.00
BAXTER & WOODMAN
0243909
03/06/2023
RIVERSIDE DR CS
100‐01‐8900
120.00
Vendor BAXTER & WOODMAN Total:
715.00
Vendor: BERNARD, JOSHUA
BERNARD, JOSHUA 566 02/27/2023 PGM CXL 100‐41‐3637 85.00
Vendor BERNARD, JOSHUA Total:
85.00
Vendor: COLLIS, JOANNE
COLLIS, JOANNE P112173 03/06/2023 OVERPD TICKET 100‐22‐3510 25.00
Vendor COLLIS, JOANNE Total:
25.00
Vendor: CONDUENT HR SERVICES LLC
CONDUENT HR SERVICES LLC
1671391
03/06/2023
HSA JANUARY 20223
600‐00‐6960
42.75
Vendor CONDUENT HR SERVICES LLC Total:
42.75
Vendor: FOX VALLEY FIRE & SAFETY
FOX VALLEY FIRE & SAFETY
IN00581373
03/06/2023
MTHLY MAIN 1/16‐2/15/23
225‐00‐5110
3,081.00
Vendor FOX VALLEY FIRE & SAFETY Total: 3,081.00
Vendor: GZA GEOENVIRONMENTAL, INC
GZA GEOENVIRONMENTAL,
0851491
03/06/2023
GREEN ST DEV LSI SUPP
290‐00‐5110
1,305.00
Vendor GZA GEOENVIRONMENTAL, INC Total: 1,305.00
Vendor: HERITAGE TITLE COMPANY
HERITAGE TITLE COMPANY
138109
03/06/2023
PROPERTY PROFILE
100‐01‐5110
300.00
Vendor HERITAGE TITLE COMPANY Total:
300.00
Vendor: HLR
HLR
20230276
03/06/2023
BV PHASE I BIKE PATH
440‐00‐8900
3,402.25
Vendor HLR Total:
3,402.25
Vendor: MUNICIPAL COLLECTION SERVICES INC
MUNICIPAL COLLECTION
023457
03/06/2023
116
100‐04‐5110
27.23
Vendor MUNICIPAL COLLECTION SERVICES INC Total: 27.23
Vendor: NICOR GAS
NICOR GAS
INV0014266
03/06/2023
MTHLY
100‐42‐5510
744.35
NICOR GAS
INV0014266
03/06/2023
MTHLY
100‐43‐5510
229.25
NICOR GAS
INV0014266
03/06/2023
MTHLY
100‐45‐5510
1,214.14
NICOR GAS
INV0014266
03/06/2023
MTHLY
100‐46‐5510
105.84
NICOR GAS INV0014266 03/06/2023 MTHLY 400‐00‐5510 534.60
NICOR GAS
INV0014267
03/06/2023
UTIL
510‐31‐5510
1,535.20
NICOR GAS
INV0014267
03/06/2023
UTIL
510‐32‐5510
9,215.02
Vendor NICOR GAS Total: 13,578.40
Vendor: PROSHRED SECURITY
PROSHRED SECURITY
1117349
03/06/2023
C H SHRED
100‐01‐5110
101.20
Vendor PROSHRED SECURITY Total: 101.20
Vendor: UPS
UPS 60X485063 03/06/2023 SHIPPING 100‐41‐5310 39.06
Vendor UPS Total:
39.06
Vendor: US BANK EQUIPMENT FINANCE
US BANK EQUIPMENT FINANCE
494630569
03/06/2023
PW COPIER
620‐00‐5110
336.21
Vendor US BANK EQUIPMENT FINANCE Total:
336.21
Grand Total:
23,038.10
3/1/2023 12:46:47 PM
106
Expense Approval Register Packet: APPKT02627 ‐ 3‐6‐23 AP CKS
Fund Summary
Fund
Expense Amount
100 ‐ GENERAL FUND
2,991.07
225 ‐ ALARM BOARD FUND 3,081.00
290 ‐ TIF FUND
1,305.00
400 ‐ RECREATION CENTER FUND
534.60
440 ‐ CAPITAL IMPROVEMENTS FUND
3,402.25
510 ‐ WATER/SEWER FUND
11,345.22
600 ‐ EMPLOYEE INSURANCE FUND 42.75
620 ‐ INFORMATION TECHNOLOGY FUND
336.21
Grand Total:
23,038.10
107
Expense Approval Register
McHenry, IL #2 List of Bills Council Meeting 3‐6‐23
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: 5 STAR SPORTS ACADEMY INC
5 STAR SPORTS ACADEMY INC 42022 03/06/2023 INvoice 42022 100‐47‐5110 1,152.00
Vendor 5 STAR SPORTS ACADEMY INC Total:
1,152.00
Vendor: ADAMS STEEL SERVICE & SUPPLY, INC
ADAMS STEEL SERVICE & INV#381126 03/06/2023 Clarifier #3 & #4 Steel INV# 510‐32‐5375 176.00
ADAMS STEEL SERVICE & INV381211 03/06/2023 Welding Argon Gas Bottle INV# 510‐32‐5375 93.70
Vendor ADAMS STEEL SERVICE & SUPPLY, INC Total:
269.70
Vendor: AHW, LLC
AHW, LLC 11553980 03/06/2023 gator 11553980 100‐33‐5370 156.36
Vendor AHW, LLC Total:
156.36
Vendor: APCO INTERNATIONAL INC
APCO INTERNATIONAL INC
942091
03/06/2023
CTO Training ‐ Kate Wilbur
100‐23‐5430
369.00
Vendor APCO INTERNATIONAL INC Total:
369.00
Vendor: AT&T
AT&T
1993676700
03/06/2023
Voice Over IP ‐ IP‐Flex
620‐00‐5320
379.30
AT&T
6491696705
03/06/2023
AT&T Network on Demand
620‐00‐5110
1,505.78
AT&T
6491696705
03/06/2023
AT&T Monthly Phone Invoice
620‐00‐5320
706.22
AT&T 8903147705 03/06/2023 AT&T Fiber Internet 100M 620‐00‐5110 933.90
Vendor AT&T Total:
3,525.20
Vendor: AUTO TECH CENTERS INC
AUTO TECH CENTERS INC
INV078180
03/06/2023
317 (78180)
100‐22‐5370
711.74
Vendor AUTO TECH CENTERS INC Total:
711.74
Vendor: BERGGREN, LEE
BERGGREN, LEE
255418
03/06/2023
Petersen Farm Barn
100‐45‐5110
1,185.00
Vendor BERGGREN, LEE Total:
1,185.00
Vendor: BERKHEIMER CO INC, G W
BERKHEIMER CO INC, G W
7300012
03/06/2023
1415 Industrial ‐ 2 Dampers for
100‐33‐6115
20.60
Vendor BERKHEIMER CO INC, G W Total: 20.60
Vendor: CINTAS
CINTAS
5146452174
03/06/2023
Rec First Aid Kits
400‐00‐6130
201.62
CINTAS
5147308210
03/06/2023
First Aid kit
100‐45‐5110
109.76
Vendor CINTAS Total: 311.38
Vendor: CITY ELECTRIC SUPPLY
CITY ELECTRIC SUPPLY MCH/017600 03/06/2023 Low Voltage Wall Plates (VoIP) 620‐00‐6110 7.52
Vendor CITY ELECTRIC SUPPLY Total:
7.52
Vendor: CLEAN CUT TREE CARE
CLEAN CUT TREE CARE
21584
03/06/2023
Tree Removals
100‐45‐5110
3,000.00
Vendor CLEAN CUT TREE CARE Total:
3,000.00
Vendor: COMCAST ENS
COMCAST ENS
166488601
03/06/2023
Comcast Ethernet Network
620‐00‐5110
4,088.71
Vendor COMCAST ENS Total:
4,088.71
Vendor: CONSERV FS
CONSERV FS
65151215
03/06/2023
Winter supplies
100‐45‐6110
352.80
Vendor CONSERV FS Total: 352.80
Vendor: CORE & MAIN
CORE & MAIN 5328304 03/06/2023 3x2 Red HDPE 510‐32‐6110 28.00
Vendor CORE & MAIN Total:
28.00
3/1/2023 12:49:09 PM
108
Expense Approval Register Packet: APPKT02628 ‐ RECT INV 3‐6‐23
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: DURA WAX COMPANY INC, THE
DURA WAX COMPANY INC, THE
422100
03/06/2023
Cleaning supplies
100‐45‐6110
67.50
Vendor DURA WAX COMPANY INC, THE Total:
67.50
Vendor: FUN EXPRESS LLC
FUN EXPRESS LLC
722775208‐01
03/06/2023
MMAC & MIB end of season
100‐47‐6110
451.85
Vendor FUN EXPRESS LLC Total:
451.85
Vendor: GALLS LLC
GALLS LLC
23580745
03/06/2023
Uniform Order ‐ Lincicum
100‐22‐4510
43.99
GALLS LLC
23580746
03/06/2023
Uniform Order ‐ McKeen
100‐22‐4510
80.70
GALLS LLC
23588267
03/06/2023
Badges
100‐22‐6110
265.14
GALLS LLC 23605296 03/06/2023 Uniform Order ‐ Morrison 100‐23‐4510 61.67
GALLS LLC 23605307 03/06/2023 Uniform Order ‐ Havens 100‐23‐4510 56.58
GALLS LLC
23605369
03/06/2023
Uniform Order ‐ Beidelman
100‐23‐4510
45.34
GALLS LLC
23607423
03/06/2023
Uniform Order ‐ Kinney
100‐22‐4510
170.00
Vendor GALLS LLC Total:
723.42
Vendor: GORDON FLESCH COMPANY INC,
GORDON FLESCH COMPANY
IN14079503
03/06/2023
MFP Monthly Page Count Ricoh
620‐00‐5110
434.92
Vendor GORDON FLESCH COMPANY INC, Total: 434.92
Vendor: GRAINGER
GRAINGER
9620638636
03/06/2023
FIrst Aid
400‐00‐6110
394.60
Vendor GRAINGER Total: 394.60
Vendor: GREEN DOOR PROMOTIONS LLC
GREEN DOOR PROMOTIONS
22‐2301
03/06/2023
MMAC Gear
100‐47‐6110
790.00
GREEN DOOR PROMOTIONS
22‐2305
03/06/2023
MMAC Coach Shirts
100‐47‐6110
651.30
GREEN DOOR PROMOTIONS
23‐2311
03/06/2023
MIB Jerseys
100‐47‐6110
3,640.80
Vendor GREEN DOOR PROMOTIONS LLC Total:
5,082.10
Vendor: GUARDIAN MATERIAL HANDLING
GUARDIAN MATERIAL 23334 03/06/2023 SkyJack 100‐33‐5110 998.50
GUARDIAN MATERIAL
23335
03/06/2023
SkyJack
100‐33‐5110
357.50
Vendor GUARDIAN MATERIAL HANDLING Total: 1,356.00
Vendor: HAWKINS INC
HAWKINS INC 6402731 03/06/2023 C Hawkins Demurrage 510‐31‐6110 40.00
HAWKINS INC
6408259
03/06/2023
C Hawkins Chemicals
510‐31‐6110
7,288.30
Vendor HAWKINS INC Total: 7,328.30
Vendor: HEARTLAND BUSINESS SYSTEMS, LLC
HEARTLAND BUSINESS
580987‐H
03/06/2023
Microsoft Monthly M365
620‐00‐5110
3,819.50
Vendor HEARTLAND BUSINESS SYSTEMS, LLC Total:
3,819.50
Vendor: HOLCIM‐MAMR, INC
HOLCIM‐MAMR, INC
717504135
03/06/2023
Elm/Richmond Road WMB
510‐31‐6110
133.18
HOLCIM‐MAMR, INC 717504136 03/06/2023 Elm/Richmond Road WMB 510‐31‐6110 154.24
Vendor HOLCIM‐MAMR, INC Total:
287.42
Vendor: ILLINI POWER PRODUCTS
ILLINI POWER PRODUCTS
PS006136‐1
03/06/2023
Engine Block Heaters INV#
510‐32‐5380
726.08
Vendor ILLINI POWER PRODUCTS Total:
726.08
Vendor: IN‐PIPE TECHNOLOGY COMPANY INC
IN‐PIPE TECHNOLOGY
2271
03/06/2023
Monthly Invoice # 2271
510‐32‐5110
8,525.00
Vendor IN‐PIPE TECHNOLOGY COMPANY INC Total:
8,525.00
Vendor: INTERSTATE BILLING SERVICE INC
INTERSTATE BILLING SERVICE
3031341518
03/06/2023
408 (3031341518)
100‐33‐5370
250.00
INTERSTATE BILLING SERVICE
3031431323
03/06/2023
410 (3031431323)
100‐33‐5370
197.80
Vendor INTERSTATE BILLING SERVICE INC Total:
447.80
Vendor: JG UNIFORMS INC
JG UNIFORMS INC
109768
03/06/2023
Uniform Order ‐ Foley
100‐22‐4510
486.45
Vendor JG UNIFORMS INC Total: 486.45
3/1/2023 12:49:09 PM
109
Expense Approval Register Packet: APPKT02628 ‐ RECT INV 3‐6‐23
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: JONES TRAVEL & TOUR
JONES TRAVEL & TOUR
114754
03/06/2023
Cubs Trip Coach 2023
100‐47‐5110
1,075.00
Vendor JONES TRAVEL & TOUR Total:
1,075.00
Vendor: KIMBALL MIDWEST
KIMBALL MIDWEST
100753187
03/06/2023
kimball stock (100753187)
100‐33‐5370
33.06
KIMBALL MIDWEST
100759101
03/06/2023
kimball stock (100759101)
100‐33‐5370
202.75
Vendor KIMBALL MIDWEST Total:
235.81
Vendor: KOMLINE‐SANDERSON
KOMLINE‐SANDERSON
42054132
03/06/2023
2 Meter BFPGravity Belt Sludge
510‐32‐5375
176.39
KOMLINE‐SANDERSON
42055001
03/06/2023
2
510‐32‐5375
54.00
Vendor KOMLINE‐SANDERSON Total:
230.39
Vendor: LORCHEM TECHNOLOGIES INC
LORCHEM TECHNOLOGIES INC
77477
03/06/2023
Soap washbay
100‐33‐6115
620.85
Vendor LORCHEM TECHNOLOGIES INC Total:
620.85
Vendor: MCHENRY COMMUNITY SCHOOL DIST #15
MCHENRY COMMUNITY
27
03/06/2023
Invoice 27 Rent
100‐47‐5110
1,575.00
Vendor MCHENRY COMMUNITY SCHOOL DIST #15 Total: 1,575.00
Vendor: MCHENRY HEATING & AIR INC
MCHENRY HEATING & AIR INC 80907 03/06/2023 80907 100‐03‐5120 5,050.00
Vendor MCHENRY HEATING & AIR INC Total:
5,050.00
Vendor: MCMASTER‐CARR SUPPLY CO
MCMASTER‐CARR SUPPLY CO
92727805
03/06/2023
Splash Pad Fittings #92727805
510‐32‐6110
202.27
MCMASTER‐CARR SUPPLY CO INV#93042937 03/06/2023 Aerator #4 Belts 510‐32‐5375 352.00
Vendor MCMASTER‐CARR SUPPLY CO Total:
554.27
Vendor: MEADE INC
MEADE INC
703745
03/06/2023
Traffic Signal Repair
100‐33‐5110
94.17
MEADE INC
703791
03/06/2023
Traffic Signal Maint. Bull
100‐33‐5110
1,315.92
Vendor MEADE INC Total:
1,410.09
Vendor: MIDWEST METER INC
MIDWEST METER INC
0152081‐IN
03/06/2023
Midwest meter 2 bxs couplings
510‐31‐6110
700.00
Vendor MIDWEST METER INC Total:
700.00
Vendor: MINUTEMAN PRESS OF MCH
MINUTEMAN PRESS OF MCH
98057
03/06/2023
Business Cards ‐ J. Sterwerf
100‐22‐6210
99.50
MINUTEMAN PRESS OF MCH
98084
03/06/2023
FINAL WS FORMS
100‐04‐5330
171.00
MINUTEMAN PRESS OF MCH 98085 03/06/2023 DAVE BUSINESS CARDS 100‐03‐6210 50.00
Vendor MINUTEMAN PRESS OF MCH Total:
320.50
Vendor: OFFICIAL FINDERS LLC
OFFICIAL FINDERS LLC
12204
03/06/2023
Invoice 12204
100‐47‐5110
600.00
OFFICIAL FINDERS LLC 12296 03/06/2023 Invoice 12296 100‐47‐5110 200.00
Vendor OFFICIAL FINDERS LLC Total:
800.00
Vendor: PACE ANALYTICAL SERVICES, LLC
PACE ANALYTICAL SERVICES,
I9537755
03/06/2023
Pace Monthly invoice I9537755
510‐31‐6110
643.46
Vendor PACE ANALYTICAL SERVICES, LLC Total:
643.46
Vendor: PETROCHOICE LLC
PETROCHOICE LLC
51098739
03/06/2023
Fuel ‐ WW ‐ 51098739
510‐32‐6250
59.37
PETROCHOICE LLC
51098741
03/06/2023
Fuel ‐ 51098741
100‐22‐6250
503.49
PETROCHOICE LLC
51137439
03/06/2023
Fuel ‐ UTY ‐ 51137439
510‐35‐6250
77.11
PETROCHOICE LLC
51137448
03/06/2023
51137448
100‐03‐6250
60.24
PETROCHOICE LLC
51137449
03/06/2023
Fuel ‐ WW ‐ 51137449
510‐32‐6250
449.43
PETROCHOICE LLC
51137450
03/06/2023
Fuel ‐ WTR ‐ 51137450
510‐31‐6250
112.65
PETROCHOICE LLC
51137451
03/06/2023
Fuel # 51137451
100‐45‐6250
262.32
PETROCHOICE LLC 51137452 03/06/2023 Fuel ‐ STS ‐ 51137452 100‐33‐6250 1,001.13
PETROCHOICE LLC 51145314 03/06/2023 Fuel ‐ UTY ‐ 51145314 510‐35‐6250 350.77
PETROCHOICE LLC
51145325
03/06/2023
51145325
100‐03‐6250
182.96
PETROCHOICE LLC
51145326
03/06/2023
Fuel ‐ WW ‐ 51145326
510‐32‐6250
205.14
PETROCHOICE LLC 51145327 03/06/2023 Fuel ‐ WTR ‐ 51145327 510‐31‐6250 62.72
3/1/2023 12:49:09 PM
110
Expense Approval Register Packet: APPKT02628 ‐ RECT INV 3‐6‐23
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
PETROCHOICE LLC
51145328
03/06/2023
Fuel # 51145328
100‐45‐6250
555.10
PETROCHOICE LLC
51145329
03/06/2023
Fuel ‐ STS ‐ 51145329
100‐33‐6250
3,730.61
PETROCHOICE LLC 5117453 03/06/2023 Fuel ‐ 51137453 100‐22‐6250 2,751.10
Vendor PETROCHOICE LLC Total:
10,364.14
Vendor: PROSHRED SECURITY
PROSHRED SECURITY
1117344
03/06/2023
Monthly Shredding
100‐22‐5110
77.05
Vendor PROSHRED SECURITY Total:
77.05
Vendor: REINDERS INC
REINDERS INC
4071468
03/06/2023
Equipement repairs
100‐45‐5370
781.91
Vendor REINDERS INC Total:
781.91
Vendor: RUSSO POWER EQUIPMENT
RUSSO POWER EQUIPMENT
SPI20091472
03/06/2023
Equipment repairs
100‐45‐5370
46.98
Vendor RUSSO POWER EQUIPMENT Total: 46.98
Vendor: SCHOPEN PEST SOLUTIONS INC
SCHOPEN PEST SOLUTIONS INC 57128 03/06/2023 57128 100‐03‐5120 167.00
Vendor SCHOPEN PEST SOLUTIONS INC Total:
167.00
Vendor: SECTION 8 DOORS & HARDWARE INC
SECTION 8 DOORS &
9868
03/06/2023
Recreation Center
400‐00‐6110
715.00
Vendor SECTION 8 DOORS & HARDWARE INC Total:
715.00
Vendor: SERVICEMASTER BY THACKER
SERVICEMASTER BY THACKER
24734
03/06/2023
1415 Industrial Cleaning ‐
100‐33‐5115
500.00
Vendor SERVICEMASTER BY THACKER Total:
500.00
Vendor: SNAPOLOGY OF MCHENRY
SNAPOLOGY OF MCHENRY
1199
03/06/2023
Cont ‐ Snapology
100‐46‐5110
160.00
SNAPOLOGY OF MCHENRY
1200
03/06/2023
Snapology Party
400‐00‐5225
150.00
SNAPOLOGY OF MCHENRY
1202
03/06/2023
Snapology Girl Scouts
400‐00‐5225
104.75
Vendor SNAPOLOGY OF MCHENRY Total:
414.75
Vendor: TRAFFIC CONTROL & PROTECTION INC
TRAFFIC CONTROL &
112918
03/06/2023
No Parking Sign
100‐33‐6110
294.30
TRAFFIC CONTROL &
113900
03/06/2023
Street Signs
100‐33‐6110
391.20
Vendor TRAFFIC CONTROL & PROTECTION INC Total:
685.50
Vendor: ULTRA STROBE COMMUNICATIONS INC
ULTRA STROBE
318
03/06/2023
Arrowstick ‐ 318
100‐22‐5370
19.95
Vendor ULTRA STROBE COMMUNICATIONS INC Total:
19.95
Vendor: VICTOR FORD, INC
VICTOR FORD, INC
169344
03/06/2023
307 169344
100‐22‐5370
264.36
VICTOR FORD, INC
169346
03/06/2023
314 169346
100‐22‐5370
318.51
VICTOR FORD, INC
169365
03/06/2023
PD stock 169365
100‐22‐5370
81.60
VICTOR FORD, INC 169409 03/06/2023 317 169409 100‐22‐5370 16.34
Vendor VICTOR FORD, INC Total:
680.81
Vendor: ZOLL MEDICAL CORPORATION
ZOLL MEDICAL CORPORATION
3662826
03/06/2023
CPR Demo Pads
100‐41‐6270
274.00
Vendor ZOLL MEDICAL CORPORATION Total:
274.00
Grand Total:
73,251.41
3/1/2023 12:49:09 PM
111
Expense Approval Register Packet: APPKT02628 ‐ RECT INV 3‐6‐23
Fund Summary
Fund
Expense Amount
100 ‐ GENERAL FUND
39,199.78
400 ‐ RECREATION CENTER FUND 1,565.97
510 ‐ WATER/SEWER FUND
20,609.81
620 ‐ INFORMATION TECHNOLOGY FUND
11,875.85
Grand Total:
73,251.41
112
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.ci.mchenry.il.us
REGULAR AGENDA SUPPLEMENT
TO: Mayor and City Council
FROM: Ross Polerecky, Community Development Director
FOR: March 6th 2023, Regular City Council Meeting
RE: Consideration of a revocable license agreement for the use and improvements
of Neumann Park
ATT: Park plan, Ordinance, License Agreement
AGENDA ITEM SUMMARY:
The new owners of 1252 Green Street are requesting to enter into a revocable license agreement
for the use of Neumann Park. A similar agreement, that was not transferable, was approved in
2018 with the previous owners.
BACKGROUND:
In 2018 City Council entered into a revocable license agreement with the operators of 1252 Green
Street, this agreement allowed for improvements and the use of a portion of Neumann Park in
addition to some seating on the elevated sidewalk in front of the building. In late 2022 1252
Green Street sold; the new owners are requesting a similar agreement due to the original one
being non-transferable.
ANALYSIS:
1252 LLC is requesting a similar license agreement as the previously approved but with more
improvements to the park and permission to consume alcohol in a designated area within the
park. Plans for the building include a coffee shop in the front of the building and banquet style
event space in the rear of the building. The coffee shop would not have alcohol sales, but a
license will be requested for the banquet space. Alcohol will only be consumed on the deck and
in the yellow shaded area labeled private use near the rear of the park. All areas serving alcohol
must be gated off with signs that read “no alcohol beyond this point.” This request is like the
approved license agreement with D.C. Cobbs and the use of Walsh Park. 1252 Green LLC is
proposing improvements to the park that include a deck and two patio areas with sitting walls,
some minor landscaping is also proposed. The front patio area will be a public space with tables
113
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.ci.mchenry.il.us
for seating. The rear patio area will be used by the banquet space with a gated area where alcohol
may be consumed. 1252 Green Street was granted a conditional use in 2018 to allow an assembly
use, outdoor seating, and indoor entertainment, each of the uses proposed are allowed under
the current conditional use. In addition to the use of Neumann Park the agreement will cover the
elevated front sidewalk area for outdoor seating. This area encroaches on the city right of way,
if Council recalls from the previous agreement gates were installed in this area and the
agreement allows for the city to request the tables and chairs be removed and the gates open to
allow for pedestrian access during city special events.
RECOMMENDATION:
Therefore, if the City Council concurs with the request, it is recommended that a motion be
made to approve an ordinance authorizing the Mayor’s execution of a revocable license
agreement between the City of McHenry and 1252 Green LLC for the use of a portion of
Neumann Park.
114
ORDINANCE NO. 23-
AN ORDINANCE, AUTHORIZNG THE EXECUTION AN REVOCABLE LICENSE
AGREEMENT BETWEEN THE CITY OF MCHENRY AND 1252 Green LLC FOR
THE PROPERTY LOCATED AT 1252-1254 N GREEN STREET, IN THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLNOIS
WHEREAS, the City of McHenry, a Municipal Corporation in the State of Illinois, is
the legal owner of record and 1252 Green LLC is the designated licensee of a portion of the real
estate which includes a portion of Neumann Park, 1246 N Green Street in the City of McHenry,
Illinois.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY
COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS AS
FOLLOWS:
SECTION 1: The Revocable License Agreement, bearing the date of March 6th 2023
between City of McHenry, a Municipal Corporation in the State of Illinois, record owner, and
1252 Green LLC designated lessee be and the same is hereby approved. A complete and accurate
copy of said license agreement 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 License 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.
APPROVED and ADOPTED this 6th day of March 2023
Voting Aye:
Voting Nay:
Absent:
ATTEST:
__________________________ _______________________
Deputy City Clerk Mayor
115
Revocable License Agreement Between the
City of McHenry and 1252 Green LLC
This Revocable License Agreement (Agreement) is made and entered into this 6th day of March
2023 (Effective Date), by and between the City of McHenry, 333 S. Green Street, McHenry
County, Illinois, an Illinois home rule municipality (City) and 1252 Green LLC (Licensee).
Recitals
A.The Licensee isWKHRZQHUof 1252 N. Green Street, McHenry Illinois, operates
arestaurant and desires to utilize for outdoor seating purposes, on a revocable basis, an
adjacent parcel of vacant property owned by the City consisting of approximately .45 acres,
more or less, located at 1246 N. Green Street (Neumann Park) (Licensed Premises), which is
depicted and legally described on attached Exhibit A;
B.The City finds that it in its best interest to grant this revocable License to the
Licensee pursuant to the terms herein stated; and
c.The City is a home rule municipality and as such has the authority, pursuant to Article
VII, Section 6(a) of the Constitution of the State of Illinois of 1970, to adopt ordinances and to
promulgate rules and regulations that pertain to its government and affairs.
Now, therefore, in consideration of the promises and agreements made herein, the
adequacy and sufficiency of which is acknowledged as received by the parties hereto, it is agreed
as follows:
1.The City agrees to hereby license to Licensee, on a revocable basis, use of the
Licensed Premises for purposes of outdoor seating and entertainment, in substantial conformance
with the conceptual site plan and elevation attached hereto and incorporated herein as Exhibit B
(Site Improvements), as well as all applicable City codes, ordinances, rules and regulations. Any
additional improvements of any kind within the Licensed Premises shall be strictly prohibited.
2.During the term of this Agreement, Licensee shall keep the Licensed Premises
and Site Improvements clean and orderly.
3.The City reserves the right to terminate this Agreement upon ninety (90) days
written notice to Licensee, for any reason or no reason at all. Following receipt of written notice
from the City, Licensee shall be required to remove the Site Improvements from the Licensed
Premises and fully restore the Licensed Premises to its original condition in compliance with all
building codes and all other rules, regulations, and ordinances as it relates to the Licensed
Premises.
4.In the event the Licensee defaults on its obligation to fully remove the Site
Improvements and restore the Licensed Premises, the City may, but is not obligated to, remove
the same along with any miscellaneous property left behind and fully restore the Licensed
Premises to a usable condition. The Licensee shall reimburse the City for all expenses incurred in
returning the Licensed Premises to a useable condition.
5.The Licensee hereby agrees to indemnify, defend, and hold harmless the City,
its elected officials, its duly appointed officials, agents, employees and representatives, from and
against any and all claims’ suits, settlements, actions, losses, expenses, damages, injuries,
judgments, and demands arising out of this Agreement or their use of the Licensed Premises.
6.Any action to enforce this Agreement shall only be filed in the Twenty-Second
Judicial Circuit, McHenry County, Illinois. The party who prevails in any such action shall be
entitled to recover its reasonable attorney's fees from the other party.
7.This Agreement is not assignable.
116
8.Alcoholic beverages may only be served or consumed in the yellow
highlighted area depicted in Exhibit B, this area must remain fenced and gated with signs stating,
“no alcohol beyond this point”.
9.All building materials used in the improvement of the park must be similar
in nature and color as the building materials used in the McHenry Riverwallk, these materials
must also be approved by the Director of Parks prior to installation.
10.From time to time, fence gates, tables, and chairs shall be removed from
outdoor seating areas as required by the City Administrator or designee.
11.No legal title or leasehold interest in the Licensed Premises shall be deemed
or construed to have been created or vested in the Licensee by anything contained in this
Agreement.
12.The Licensee, or its tenants shall provide and keep in force for the benefit of
the City, a general liability insurance policy protecting the City and its employees against all
claims for bodily injury or death occurring on or in the Licensed Premises for not less than
$1,000,000 with respect to bodily injury, death to any one person or damage to Licensed
Premises. Such policy of insurance shall be delivered to the City prior to the occupancy of the
Licensed Premises by the Licensee and all such policies shall contain an agreement by the
insurers that the policy shall not be cancelled without at least thirty (30) days prior written notice
to the City.
13.Any notices required or contemplated by this Agreement shall be sent by
certified mail or via a nationally-recognized private carrier (such as Fed Ex or UPS), as follows:
If to the City:
If to the Licensee:
City of McHenry
333 S. Green Street
McHenry, IL 60050
Attention: Office of the City Clerk
/DZ2IILFHRI-XG\.Maldonado
1800 Nations Drive Suite 28
Gurnee, IL 60031-9173
14.This Agreement shall be governed by Illinois law without regard to its rules
regarding conflicts of law.
15.This Agreement sets forth all the promises, inducements, agreements, conditions
and understandings between the Licensee and the City and there are no other promises,
agreements, conditions or understandings, oral or written, express or implied, between them
relative thereto. This Agreement may only be amended by way of a written instrument that is
signed by both Parties.
City of McHenry Licensee
By:______________________________ By:_________________________
Wayne Jett, Mayor Date Date
117
EXHIBIT A
LEGAL DESCRIPTION
PARCEL 1:
THE SOUTHWESTERLY 52 FEET OF LOT 3 IN BLOCK 24 IN THE
ORIGINAL PLAT OF McHENRY, ON THE WEST SIDE OF FOX RIVER,
A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF
SECTION 26, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD
PRICIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF
RECORDED JULY 6, 1840 IN BOOK B OF DEEDS, PAGE 160 IN
McHENRY COUNTY, ILLINOIS.
PARCEL 2:
THE NORTHEASTERLY 16 FEET OF SUB-LOT 1 OF LOT 6 IN BLOCK 24
OF THE COUNTY CLERK'S PLAT OF BLOCK 24 AND OTHER BLOCKS IN
THE ORIGINAL PLAT OF McHENRY, ON THE WEST SIDE OF FOX
RIVER (KNOWN AS McHENRY PLAT NO. 11), ACCORDING TO THE
PLAT THEREOF RECORDED MAY 6, 1902 AS DOCUMENT NO. 14087, IN
BOOK 2 OF PLATS, PAGE 40, IN McHENRY COUNTY, ILLINOI
118
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PROJECT NUMBER
-
Existing Conditions Drawings 07.07.22
Project Name:
Project:
-
BUILDOUT OF AN EXISTING
COMMERCIAL SPACE
Address:
1250 N GREEN STREET
MCHENRY, IL 60050
Randolph F. Liebelt AIA, NCARB
900 North Shore Drive
Suite 100
Lake Bluff, Illinois 60044
PH (847) 615-0707
FAX (847) 574.6207
LA.Design@sbcglobal.net
EXP. DATE 10/10/2022
Preliminary Design Drawings 07.21.22
SCALE "= 5'-0"L1
1 LANDSCAPE PLAN
C:\Users\Hernandd\Documents\1250-N-Green-St-Mchenry-Commercial\EXTERIOR-PLAN.dwg, 11/8/2022 10:03:41 AM, HERNANDD(;+,%,7%
120
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.ci.mchenry.il.us
REGULAR AGENDA SUPPLEMENT
TO: Mayor and City Council
FROM: Ross Polerecky, Community Development Director
FOR: March 6th 2023, Regular City Council Meeting
RE: Consideration of a revocable right of way encroachment agreement for the
Courthouse located at 1401 Riverside Drive.
ATT: Survey, Letter from Architect, Elevations of New Building
AGENDA ITEM SUMMARY:
The owners of 1401 Riverside Drive, The Courthouse, are asking the city council to consider a
revocable right of way encroachment agreement. This agreement is being requested to maintain
the historic look of the building from 1913 when it was known as the J.C. Bickler House.
BACKGROUND:
In October of 2018 The Kopley Group, located in Skokie Illinois, purchased the property at 1401
Riverside Drive. Staff immediately met with the Kopley Group and discussed the redevelopment
of the site. The Kopley Group stated in the meetings that they realized McHenry’s current growth
and economic status and was looking to invest in a thriving community. The use at that time was
single room occupancy apartments with transient style living attached to a bar. The initial
redevelopment plan was to demolish the building and build a new restaurant/ bar in place. After
many discussions with the owners, members of the Landmark Commission and other local
historians it became evident to the owners of the historic value of this building to the community.
Local historians provided The Kopley Group with an extensive report on the buildings history and
the owners changed direction and plans to preserve the building were presented to the city. The
building has had many hurdles to overcome to include the onset of COVID19 and many structural
related problems because of the age of the building. Fast forward to today, the owners have
decided for a look from around 1913 when the property was known as the J.C. Bickler House,
returning it to this era included adding the original wrap around porch to the building. Adding
this porch to the building would require supporting posts from the porch to land in the city right
of way.
121
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.ci.mchenry.il.us
ANALYSIS:
After many meetings and iterations on the plan staff and designers have come up with a plan
that allows for the construction of the porch but also maximizes the public sidewalk for
pedestrian traffic. The actual encroachment is no more than what was previously there. The
previous building had encroachments of a stoop and overhang on the south side of the building
(Pearl Street) and a curb and flower bed on the east side (Riverside Drive). Original plans called
to increase this encroachment; staff worked with designers to make certain that the o riginal
encroachment was not increased and is actually decreased on the south side of the building.
The encroachment includes 6x6 posts carrying an overhang with railings between posts,
encroachment of ~2’4” on east side of building along Riverside Dr and ~1’ along pearl street. At
no point shall the remaining public sidewalk be less than 4’ in width.
RECOMMENDATION:
Therefore, if the City Council concurs with the request, it is recommended that a motion be
made to approve an ordinance authorizing the mayor’s execution of a revocable right of way
encroachment agreement between the City of McHenry and Riverside I LLC per the attached
plan
122
123
124
125
126
127
128
ORDINANCE N O. 23-
AN ORDINANCE AUTHORIZING THE EXECUTION OF A REVOCABLE RIGHT OF
WAY ENCROACHMENT AGREEMENT BETWEEN THE CITY OF MCHENRYAND
RIVERSIDE I LLC FOR THE PROPERTY LOCATED AT 1401 RIVERSIDE DRIVE, IN
THE CITY OF MCHENRY, MCHENRY COUNTY , ILLINOIS
WHEREAS, the City of McHenry, McHenry County, Illinois, is a ho me rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the Sta te of Illinois, and the passage of
this Ordinance constitutes an exercise of the City’s home rule powers and functions as granted in th e
Constitution of the State of Illino is; and
NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of McHenry,
McHenry County, Illinois, as follows:
SECTION 1: The revocable right of way encroachment agreement, bearing the date of March
6 th 2023 between the City of McHenry, a Municipal Corporation in the State of Illinois, record owner, and
Riverside I LLC designated le ssee be and the same is hereby approved. A comp lete and accurate copy of
said lease agreement is attached to this ordinance and is 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 lease agreement for the uses and purposes therein set forth .
SECTION 3 : All ordinance or parts thereof in conflict with the terms and provisions her eof 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 corpo rate authorities of the City of McHenry , McHen ry County , Illinois.
SECTION 5: This ordinance shall be in full force and effect from and after its p assage,
approval, and publicatio n in pamphlet form as provided by law.
Passed a nd ap proved this 6 th day of March 2023.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Ald erman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
______________________ ________________________
Wayne Je tt, Mayor Monte Johnson , Deputy City Clerk
129
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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
2
ORDINANCE NO 23-
ORDINANCE GRANTING FINAL PLAN AND PLAT OF SUBDIVISION APPROVAL AND VACATING
PUBLIC RIGHT-OF-WAY FOR THE RESIDENCES AT FOX MEADOWS PLANNED UNIT
DEVELOPMENT LOCATED ON THE NORTHEAST CORNER OF IL-31 AND VETERANS PARKWAY
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 Cunat Inc. (“PROPERTY OWNER”),
requesting final plan and plat approval for the Residences at Fox Meadows Planned Unit
Development located on the northeast corner of IL-31 and Veterans Parkway legally described
in “Exhibit A”, attached hereto and incorporated herein; “SUBJECT PROPERTY”; and
WHEREAS, the City Council has reviewed and determined that the submitted Final Plans
and Plat of Subdivision for the Residences at Fox Meadows Planned Unit Development are
consistent with the Preliminary Plans and Plat approved by City Council on September 6, 2022;
and
WHEREAS, the public right-of-way, commonly known as Patriot Drive and American
Way, located on the northeast corner of the intersection of IL State Route 31 and Veterans
Parkway, legally described and depicted on the Plat of Vacation attached hereto and
incorporated herein by reference as “EXHIBIT B”, is located entirely within the corporate limits
of the City of McHenry and is subject to the sole jurisdiction of the City of McHenry; and
WHEREAS, upon proper public notice and hearing, the Corporate Authorities of the City
of McHenry have determined, pursuant to 65 ILCS 5/11-91.1, that the public interest will be
subserved by vacating this right-of-way; and
WHEREAS, the City Council finds that the approval of the requests 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.
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
3
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: The right-of-way legally described and depicted on EXHIBIT B shall be
vacated. No compensation shall be due to the CITY for the benefits that will accrue to the
PROPERTY OWNERS by the vacation.
SECTION 2: That the final plat of subdivision entitled, “Final Plat of Subdivision of
Residences at Fox Meadows” prepared by V3 Engineers, Scientists, and Surveyors, and bearing
the date November 2, 2022, attached hereto (“EXHIBIT C”) and incorporated herein by
reference, be and the same is hereby approved.
SECTION 3: That the SUBJECT PROPERTY is hereby granted Final Plan Approval for the
Residences at Fox Meadows Planned Unit Development subject to the following conditions:
1. All development on site shall be in substantial conformance with the plans attached
hereto as “EXHIBIT D”.
2. The PROPERTY OWNER shall agree to enact a backup Special Service Area (SSA) for
the maintenance of said regional Stormwater Retention Pond within one (1) year of
approval. Said SSA shall encompass all property that is serviced by said regional
Stormwater Retention Pond. Failure of the property owner(s) currently serviced by
the Regional Stormwater Retention Pond on Lot 2 of Prairie Pointe Business Park
Resubdivision to agree to the enactment of said SSA, shall absolve the Property
Owner of the Residences at Fox Meadows from enacting said SSA.
3. The PROPERTY OWNER shall be responsible for the replacement of any damaged or
destroyed landscaping, screening facilities, and recreational equipment within 30
days of notification by the City of McHenry or other reasonable timeframe at the
discretion of the Zoning Administrator.
4. The PROPERTY OWNER shall provide a monetary contribution to the property
owners of 4100 Veterans Parkway in the amount of $12,500.00 for a fence of their
choosing or for no fence if so desired.
5. All other federal, state, and local laws shall be met.
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
4
SECTION 4: In granting said Final Plan approval for the Residences at Fox Meadows
Planned Unit Development, the City Council finds that the submitted plans are consistent with
the Preliminary Plans approved on September 6, 2022.
SECTION 5: All Ordinances or parts thereof in conflict with the terms and provisions
hereof are hereby repealed to the extent of such conflict.
SECTION 6: 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 7: 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 6th day of March, 2023.
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
5
EXHIBIT A
LEGAL DESCRIPTION
RESIDENCES AT FOX MEADOWS, PART OF THE SOUTHEAST QUARTER OF SECTION 10,
TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY
COUNTY, ILLINOIS.
135
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
EXHIBIT B
Plat of Vacation of Patriot Drive and American Way
136
137
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
EXHIBIT C
Final Plat of Subdivision of Residences at Fox Meadows
138
(255.00')(201.46')(110.09')(200.00')(128.98')(136.91')(200.00')(66.30')(A=331.12'R=300.00')(R=70.00')(A=23.26')(S71°29'21"E)(70.08')A=229.41'R=60.00'(N70°26'05"E)(69.22')(R=70.00')(A=23.26')(S45°31'38"E)(49.50')(S00°31'38"E 385.37')(N71°29'53"E)(49.50')(240.00')(S44°28'22"W)(49.50')(S89°28'22"W)(35.39')(A=395.68'R=360.00')(N26°29'53"E 456.46')ACCESSEASEMENT(420.90')(391.16')(5.23')(13.01')(A=94.25')(A=91.51')(L=22.67')L=19.94'(N26°29'53"E 439.07')(N89°28'22"E 196.18')(N07°57'23"W)(61.86')N89°20'17"E 1275.02'S00°31'39"E 720.35'S89°28'21"W 447.32'S00°31'38"E 557.89'N63°30'10"W 516.90'N18°30'0
7
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49.50'N26°29'53"E 989.45'FIPFIRFIRFIR BENTFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIR(S63°30'07"E)(438.17')(438.17')(146.90')(403.02')(373.07')(420.64')(452.23')(268.12')(123.00')(123.00')(124.48')(450.05')(113.97')(113.00')(112.95')(60.00')(425.05')DRAINAGEEASEMENTAREA25' M.U.E.10' P.U.E.15' BUILDING LINEHEREBY ABROGATED15' BUILDING LINEHEREBY ABROGATED(390.05')25' M.U.E.10' M.U.E.50' BUILDING LINEHEREBY ABROGATED50' BUILDING LINEHEREBY ABROGATED50' BUILDING LINEHEREBY ABROGATED30' BUILDING LINEHEREBY ABROGATED(37.95')(113.00')(N89°28'22"E 361.57')(123.00')(123.00')(S00°31'38"E 385.22')15' M.U.E.12' P.U.E.12' P.U.E.12'P.U.E.(102.56')20' D.E.20' D.E.20' W.S.E.(A=149.44')(A=177.28')(A=68.96')(N26°29'53"E 403.21')(N89°28'22"E 123.00')(393.00')(255.00')(270.00')(264.44')(496.19')(316.58')(310.00')30' BUILDING LINEHEREBY ABROGATED30' BUILDING LINEHEREBY ABROGATED(61.32')(61.87')15'M.U.E.12'P.U.E.15'M.U.E.12'P.U.E.12'P.U.E.12'P.U.E.12'P.U.E.12'P.U.E.(S63°30'07"E)(S63°30'07"E)(S63°30'07"E)(S63°30'07"E)(S25°29'
5
8"
E)(S00°31'38"E)(S00°31'38"E)(S00°31'38"E)(S00°31'38"E)(403.02')(403.02')(S00°31'38"E)(S00°31'38"E)(N89°28'22"E)10' S.S.E.HEREBYVACATEDHEREBYVACATEDHEREBY
VACATED HEREBYVACATEDHEREBYVACATEDHEREBYVACATED50' BUILDING LINE30' BUILDING LINE30' BUILDING LINE50' BUILDING LINE15' BUILDING LINE15' BUILDING LINEHEREBYVACATEDHEREBYVACATEDS LINE NE 1/4 SE 1/4 SEC 10-44-8S LINE NW 1/4 SE 1/4 SEC 10-44-8NORTH LINE OF THE SE 1/4 OF SECTION 10-44-8EAST LINE OF SECTION 10-44-875'HEREBYVACATEDHEREBYVACATED40'HEREBYVACATEDHEREBYVACATEDD.E.25' M.U.E.50'50'50'60'60'SCMBLANKET EASEMENT HEREBYGRANTED OVER ALL OF LOT 1(EXCEPT E.T.B.E.'s)20' D.E.HEREBYVACATEDHEREBYVACATEDHEREBYVACATEDHEREBYVACATEDHEREBYVACATEDHEREBYVACATEDHEREBYVACATEDW LINE NE 1/4 SE 1/4 SEC 10-44-810' P.U.E.25' M.U.E.EXISTING ACCESSAND PUBLIC UTILITYEASEMENT FOR THEBENEFIT OF LOT 2 PERDOC. 2005R00087032SCMHERETOFORE DEDICATEDHERETOFORE DEDICATEDPER DOC. 2004R0001227S26°29'53"W207.49'N78°57'17"W123.19'R=810.00'A=392.35'CB=N65°04'41"WR=740.00'A=199.58'CB=N71°13'42"WN51°12'06"W62.01'HEREBYVACATEDTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE 42° 18' 18.36666" NLONGITUDE 88° 16' 53.42335" WELLIPSOIDAL HEIGHT: 723.761 SFTGROUND SCALE FACTOR 1.0000593117ALL MEASUREMENTS ARE ON THE GROUND.010050 100200400REVISIONSDATENO.DESCRIPTIONNO. DATEDESCRIPTIONPREPARED 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 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB31100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWB21123210-27-2211-02-22VP04.11,656,508 SQ. FT.38.0282 ACRESPROPERTY LINEEXISTING LOT LINEBUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHEXISTING CENTERLINE(REC)RECORD DATUMFOUND IRON RODSET CONCRETE MONUMENTFOUND IRON PIPEFIPFIRFOUND CUT CROSSFCCEXISTING RIGHT-OF-WAY LINEU.E. UTILITY EASEMENTP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTSECTION CORNER10 113 2CB CHORD BEARINGA ARC LENGTHR RADIUSM.U.E. MUNICIPAL UTILITY EASEMENTR-O-W HEREBY VACATEDEASEMENT HEREBY VACATEDSCMS.S.E. SANITARY SEWER EASEMENTPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.AFTER RECORDING MAIL TO:CITY OF McHENRYOFFICE OF THE CITY CLERK333 SOUTH GREEN STREETMcHENRY, IL 60050(815)363-21001. ONCE THE PLAT SHOWN HEREON IS RECORDED AND UPON COMPLETIONOF CONSTRUCTION, 3/4" IRON PIPES WITH PLASTIC CAPS SHALL BE SET ATALL LOT CORNERS AND CHANGES IN GEOMETRY, UNLESS SHOWNOTHERWISE.2. ALL MEASUREMENTS AND DISTANCES ARE SHOWN IN FEET AND DECIMALPARTS THEREOF. ARC DISTANCES ARE ALONG ALL CURVES.3. SEE SHEET 2 OF 3 FOR LOCATION OF EXCEPTIONS TO BLANKET EASEMENT.E.T.B.E. EXCEPTION TO BLANKET EASEMENT139
E.T.B.E. M1N89°20'17"E 1275.02'S00°31'39"E 720.35'S89°28'21"W 447.32'S00°31'38"E 557.89'N63°30'10"W 516.90'N18°30'0
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49.50'N26°29'53"E 989.45'DRAINAGEEASEMENTAREA15' BUILDING LINE50' BUILDING LINE30' BUILDING LINE50' BUILDING LINE10' S.S.E.S LINE NE 1/4 SE 1/4 SEC 10-44-8S LINE NW 1/4 SE 1/4 SEC 10-44-8W LINE NE 1/4 SE 1/4 SEC 10-44-8NORTH LINE OF THE SE 1/4 OF SECTION 10-44-8EAST LINE OF SECTION 10-44-875'D.E.25' M.U.E.50'50'50'SCMBLANKET EASEMENT HEREBYGRANTED OVER ALL OF LOT 1(EXCEPT E.T.B.E.'s)20' D.E.E.T.B.E. B1E.T.B.E. B2E.T.B.E. B3E.T.B.E. B4E.T.B.E. B5E.T.B.E. B6E.T.B.E. B7E.T.B.E. B8 E.T.B.E. B9E.T.B.E. B10E.T.B.E. B11E.T.B.E. B17E.T.B.E. B16E.T.B.E. B15E.T.B.E. B14E.T.B.E. B13E.T.B.E. B18E.T.B.E. B19E.T.B.E. G1E.T.B.E. G3E.T.B.E. G2E.T.B.E. G4E.T.B.E. G5E.T.B.E. G7E.T.B.E. G6E.T.B.E. G8E.T.B.E. G9E.T.B.E. G10E.T.B.E. G11E.T.B.E. B12E.T.B.E. G17E.T.B.E. G16E.T.B.E. G12E.T.B.E. G13E.T.B.E. G15E.T.B.E. G14E.T.B.E. M2E.T.B.E. T1E.T.B.E. T210' P.U.E.25' M.U.E.EXISTING ACCESSAND PUBLIC UTILITYEASEMENT FOR THEBENEFIT OF LOT 2 PERDOC. 2005R00087032SCMHERETOFORE DEDICATEDHERETOFORE DEDICATEDPER DOC. 2004R0001227S26°29'53"W207.49'N78°57'17"W123.19'R=810.00'A=392.35'CB=N65°04'41"WR=740.00'A=199.58'CB=N71°13'42"WN51°12'06"W62.01'REVISIONSDATENO.DESCRIPTIONNO. DATEDESCRIPTIONPREPARED 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 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB32100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWB21123210-27-2211-02-22VP04.11,656,508 SQ. FT.38.0282 ACRESPROPERTY LINEEXISTING LOT LINEBUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHEXISTING CENTERLINE(REC)RECORD DATUMFOUND IRON RODSET CONCRETE MONUMENTFOUND IRON PIPEFIPFIRFOUND CUT CROSSFCCEXISTING RIGHT-OF-WAY LINEU.E. UTILITY EASEMENTP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTSECTION CORNER10 113 2CB CHORD BEARINGA ARC LENGTHR RADIUSM.U.E. MUNICIPAL UTILITY EASEMENTSCMS.S.E. SANITARY SEWER EASEMENTPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.THE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE 42° 18' 18.36666" NLONGITUDE 88° 16' 53.42335" WELLIPSOIDAL HEIGHT: 723.761 SFTGROUND SCALE FACTOR 1.0000593117ALL MEASUREMENTS ARE ON THE GROUND.010050 100200400NOT TO SCALEPROPOSED BUILDINGE.T.B.E. (EXCEPTION TO BLANKET EASEMENT)(TYP.)"E.T.B.E.'s" OR "NON EASEMENT AREAS" SHALL BE ASDEPICTED HEREIN OR OTHERWISE SHOWN ON THEPLAT. THE LIMITS OF SAID E.T.B.E.'s SHALL BEDEFINED AS THE MOST EXTERIOR FACE OF THEAS-CONSTRUCTED BUILDING FOUNDATION WALLSAND/OR AS AN AREA UNDER ROOF.LIMITS OF E.T.B.E : MOST EXTERIOR FACE OFTHE AS-CONSTRUCTED BUILDING FOUNDATIONWALLS AND/OR AN AREA UNDER ROOF.E.T.B.E. EXCEPTION TO BLANKET EASEMENTB BUILDINGG GARAGEM MAIL BOXEST TRASH COMPACTORB # BUILDING NUMBERG # GARAGE NUMBERM # MAILBOX NUMBERT # TRASH COMPACTOR NUMBER140
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 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB22100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWB21123210-27-2211-02-22VP04.1PART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.OWNER'S SCHOOL DISTRICT CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, ALL OF THE LAND LOCATED WITHIN THISPLAT OF SUBDIVISION IS LOCATED WITHIN ELEMENTARY SCHOOL DISTRICT ____________________ ANDHIGH SCHOOL DISTRICT ____________________.DATED THIS ______ DAY OF _________________________________, A.D., 20 ____.___________________________________________OWNERNOTARY CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, _________________________, A NOTARY PUBLIC IN AND FOR SAID COUNTY, IN THE STATE AFORESAID,DO HEREBY CERTIFY THAT _________________________ , PERSONALLY KNOWN TO ME TO BE THE SAMEPERSON(S) WHOSE NAME(S) ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT AS SUCH OWNER(S),APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED THE ANNEXEDPLAT OF THEIR OWN FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF _______________, 20____.______________________________________ NOTARY PUBLICPLANNING AND ZONING COMMISSION CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF McHENRY )I HEREBY CERTIFY THAT ON __________________________, 20____ THE ANNEXED PLAT WAS PRESENTEDTO AND DULY APPROVED BY THE PLANING AND ZONING COMMISSION OF THE CITY OF McHENRY, ANDTHAT SAID PLAT CONFORMS IN ALL RESPECTS TO THE REQUIREMENTS OF THE SUBDIVISION CONTROLAND DEVELOPMENT ORDINANCE OF THE CITY OF McHENRY, ILLINOIS.___________________________________________PLANNING AND ZONING COMMISSION CHAIRMANCITY ENGINEER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, ________________________________, CITY ENGINEER OF THE CITY OF McHENRY, ILLINOIS, HEREBYCERTIFY THAT 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 ___________________, A.D., 20____.___________________________________[ENGINEER'S SEAL] CITY ENGINEER___________________________________ REGISTRATION NUMBEROWNER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED IN THE ANNEXED PLAT,AND HAS CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES ANDPURPOSES THEREIN SET FORTH, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THESTYLE AND TITLES THEREON INDICATED.THE UNDERSIGNED OWNER HEREBY GRANTS AND DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THISPLAT FOR THOROUGHFARES, STREETS, ALLEYS, EASEMENTS, AND MUNICIPAL AND PUBLIC SERVICES, AND, INADDITION THERETO, SUCH OTHER LANDS THAT MAY BE SPECIFICALLY SHOWN ON THE FACT OF SAID PLAT ASHAVING BEEN DEDICATED.A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC,COMMUNICATIONS, SEWER, WATER, GAS AND DRAINAGE SERVICE IS HEREBY RESERVED FOR AND GRANTEDTO THE CITY OF MCHENRY, ILLINOIS; NORTHERN ILLINOIS GAS COMPANY; COMMONWEALTH EDISON COMPANY;AMERITECH; COMCAST; THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, JOINTLY AND SEVERALLY, TOINSTALL, OPERATE, MAINTAIN AND REMOVE, FROM TIME TO TIME, FACILITIES USED IN CONNECTION WITHUNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, SOUNDS AND SIGNALS, GAS MAINS,SEWER AND WATER MAINS AND DRAINAGE IN, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THEPROPERTY SHOWN WITHIN THE DASHED LINES ON THE PLAT AND MARKED WITH THE WORDS “EASEMENT”,"BLANKET EASEMENT", “UTILITY EASEMENT”, “DRAINAGE EASEMENT”, OR SIMILAR WORDS, TOGETHER WITHTHE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVEIMPROVEMENTS THEREON, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES AND ROOTS AS MAY BEREASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN, AND THE RIGHT TO ENTER UPON THESUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEE'SFACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED LINES MARKED AS ABOVE INDICATEDWITHOUT THE PRIOR WRITTEN CONSENT OF GRANTEES. AFTER INSTALLATION OF ANY SUCH FACILITIES, THEGRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH THEPROPER OPERATION AND MAINTENANCE THEREOF.DATED THIS DAY OF , 20 .__________________________________________[CORPORATE SEAL]NAME OF CORPORATIONBY:_______________________________________, PRESIDENTATTEST: __________________________________, SECRETARYNOTARY CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, ______________________________A NOTARY PUBLIC IN AND FOR SAID COUNTY, IN THE STATE AFORESAID, DOHEREBY CERTIFY THAT ______________________________, PERSONALLY KNOWN TO ME TO BE PRESIDENTOF ____________________ CORPORATION, AND ______________________________ PERSONALLY KNOWN TO MEBE THE SECRETARY OF THE ____________________ CORPORATION, PERSONALLY KNOWN TO ME TO BE THESAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT, APPEARED BEFORE METHIS DAY IN PERSON AND SEVERALLY ACKNOWLEDGED, THAT AS SUCH PRESIDENT AND SECRETARY OF____________________ CORPORATION, THEY HAVE SIGNED AND DELIVERED SAID INSTRUMENT OF SAIDCORPORATION AND CAUSED THE CORPORATE SEAL OF SAID CORPORATION TO BE AFFIXED THERETO,PURSUANT TO THE AUTHORITY GIVEN BY THE BOARD OF DIRECTORS OF SAID CORPORATION AS THEIR FREEAND VOLUNTARY ACT, AS THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USESAND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF , 20 __ .________________________________________[NOTARY SEAL] NOTARY PUBLICCITY TREASURER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, ___________________________, CITY TREASURER OF THE CITY OF McHENRY, ILLINOIS, DO HEREBYCERTIFY THAT THERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTSOR ANY DEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OFLAND INCLUDED IN THIS PLAT.DATED AT McHENRY, McHENRY COUNTY, ILLINOISTHIS ______ DAY OF _________________________, A.D., 20_____.___________________________________ CITY TREASURERPERMISSION TO RECORDSTATE OF ILLINOIS )) SSCOUNTY OF DUPAGE )PURSUANT TO CHAPTER 765 ILLINOIS COMPILED STATUTES, SECTION 205/2, THE UNDERSIGNEDREGISTERED ILLINOIS LAND SURVEYOR HEREBY DESIGNATES ______________________________________OF THE CITY OF McHENRY, 333 SOUTH GREEN STREET, MCHENRY ILLINOIS 60050, TO ACT IN HIS/HERPLACE AND STEAD IN PRESENTING THE FINAL PLAT OF FOX MEADOWS SUBDIVISION FOR RECORDINGWITH THE McHENRY COUNTY RECORDER OF DEEDS. SAID FINAL PLAT BEING PREPARED AND LASTREVISED BY SAID SURVEYOR ON _________________________, 20___ .DATED THIS DAY OF , A.D., 2022 .[SURVEYOR'S SEAL] ______________________________________ SIGNATURE OF SURVEYORSURVEYOR # 35-3188______________________________________STREET ADDRESS______________________________________CITY/STATE/ZIP CODE______________________________________TELEPHONE NUMBERSTATE OF ILLINOIS ) ) SSCOUNTY OF DUPAGE )THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, AN ILLINOIS REGISTERED LAND SURVEYOR NO. 3188,HAVE SURVEYED, SUBDIVIDED, AND PLATTED THE FOLLOWING DESCRIBED PROPERTY, LOCATED WITHINTHE CITY OF McHENRY, ILLINOIS , CONSISTING OF 38.0282 ACRES:LOTS 2 THROUGH 15, BOTH INCLUSIVE, AND LOT 17 AND ALL OF PATRIOT DRIVE AND AMERICAN WAY INPRAIRIE POINTE BUSINESS PARK, BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OFSECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TOTHE PLAT THEREOF RECORDED JANUARY 6, 2004 AS DOCUMENT 2004R0001227, IN McHENRY COUNTY,ILLINOIS.ALSO:LOT 1 IN PRAIRIE POINTE BUSINESS PARK RESUBDIVISION OF LOTS 16 AND 18, BEING A SUBDIVISION OFPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRDPRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF SAID RESUBDIVISION RECORDED OCTOBER 13, 2005AS DOCUMENT 2005R0087031, IN McHENRY COUNTY, ILLINOIS.AS SHOWN BY THE PLAT HEREON DRAWN, WHICH IS A CORRECT AND ACCURATE REPRESENTATION OFSAID SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. IFURTHER CERTIFY THAT ALL REGULATIONS ENACTED BY THE CITY OF McHENRY RELATIVE TO PLATS ANDSUBDIVISIONS HAVE BEEN COMPLIED WITH IN THE PREPARATION OF THIS PLAT, THAT THE PROPERTYCOVERED BY THIS PLAT OF SUBDIVISION IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA ASIDENTIFIED FOR THE CITY OF McHENRY, ILLINOIS, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCYON THE FLOOD INSURANCE RATE MAP, PANEL NO. 17111C0217J DATED 11/16/2006, AND THAT I HAVE SETALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THEPLAT ACT.THIS PROFESSIONAL SERVICE CONFORMS TO CURRENT ILLINOIS MINIMUM STANDARDS FOR BOUNDARYSURVEYS.DATED THIS DAY OF , A.D., 2022 .________________________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2024V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2023.cbartosz@v3co.comSURFACE WATER DRAINAGE CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF McHENRY )I, _________________________, OWNER, AND I, _________________________, PROFESSIONAL ENGINEER OFTHE STATE OF ILLINOIS, DO HEREBY CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEF THEDRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THIS SUBDIVISIONOR ANY PART THEREOF, OR, IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLEPROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTO PUBLICAREAS, O R DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERSWILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO ASTO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THECONSTRUCTION OF THE SUBDIVISION.DATED THIS ______ DAY OF ____________________, 20____.__________________________________ _______________________________________________OWNER REGISTERED PROFESSIONAL ENGINEER OF ILLINOIS [ENGINEER'S SEAL]COUNTY RECORDER CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF McHENRY )THIS PLAT WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF McHENRY COUNTY, ILLINOIS, ON THE______ DAY OF _______________________, A.D., 20_______ AT ________ O'CLOCK __.M. ASDOCUMENT NUMBER________________________________________________________________________COUNTY RECORDERCOUNTY CLERK CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, ______________________________________, COUNTY CLERK OF McHENRY COUNTY, ILLINOIS, DO HEREBYCERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NOUNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED INTHE ANNEXED PLAT.GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK, DATED AT WOODSTOCK, ILLINOIS THIS ______DAY OF ____________________________, 20____.[COUNTY CLERK'S SEAL] __________________________________COUNTY CLERKCITY 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 CITY COUNCILOF SAID CITY AT ITS MEETING HELD ON _________________________, THAT ALL DEDICATIONS TO THE CITYOF McHENRY, ILLINOIS DEPICTED THEREON WERE ACCEPTED BY THE CITY COUNCIL ON SAID DATE, ANDTHAT THE REQUIRED BOND OR OTHER GUARANTEE HAS BEEN POSTED FOR THE COMPLETION OF THEIMPROVEMENTS REQUIRED BY THE REGULATIONS OF SAID CITY.IN WITNESS THEREOF I HAVE SET MY HAND AND SEAL OF THE CITY OF McHENRY, ILLINOIS, THIS ______DAY OF ___________________, A.D., 20_____.{CITY SEAL} ___________________________________ CITY CLERKCASH CONTRIBUTION TO THE CITY OF McHENRYSTATE OF ILLINOIS )) SSCOUNTY OF McHENRY )AS A CONDITION OF APPROVAL OF THE BLAT OF SUBDIVISION, THE UNDERSIGNED OWNER AGREES WITHTHE CITY OF McHENRY, ILLINOIS AND ALL PARTIES WHO SHALL HEREAFTER ACQUIRE FROM THESUBDIVIDER ANY LAND DESCRIBED IN THIS PLAT SHALL BE TAKEN AND HELD TO AGREE WITHTHE CITY OF McHENRY, ILLINOIS, TO COMPLY WITH THE TERMS AND PROVISIONS CONTAINED INPARAGRAPH H OF SECTION V OF THE SUBDIVISION CONTROL ORDINANCE OF THE CITY OF McHENRY,ILLINOIS, RELATING TO THE PAYMENT OF FEES FOR PARK, RECREATIONAL, SCHOOL AND LIBRARYPURPOSES.NOTICE IS HEREBY GIVEN TO ALL PERSONS, INCLUDING CORPORATIONS, WHO ACQUIRE ANY LAND FROMTHE SUBDIVIDER HEREOF, THAT NO APPLICATION FOR A BUILDING PERMIT FOR A RESIDENTIAL DWELLINGUNIT WILL BE ISSUED BY THE CITY OF McHENRY, ILLINOIS, UNLESS THE AFORESAID CASH CONTRIBUTIONHAS BEEN PREVIOUSLY PAID TO THE CITY OF McHENRY, ILLINOIS, IN CONNECTION WITH THE LAND TOWHICH THE APPLICATION FOR BUILDING PERMIT RELATES.IN WITNESS THEREOF, THE UNDERSIGNED OWNER HAS HEREUNTO SIGNED AND SEALED THISINSTRUMENT THIS ______ DAY OF ____________________, 20____._______________________________________OWNER3188PROFESSIONALSURVEYORSTATE OFILLINOISLAND3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDEASEMENT VACATION APPROVED AND ACCEPTEDCOMMONWEALTH EDISON COMPANYBY:________________________________________TITLE: _____________________________________ DATE: ____________________AMERITECHBY:________________________________________TITLE: _____________________________________ DATE: ____________________NORTHERN ILLINOIS GAS COMPANYBY:________________________________________TITLE: _____________________________________ DATE: ____________________CABLE TVBY:________________________________________TITLE: _____________________________________ DATE: ____________________141
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
EXHIBIT D
x Landscape Plan dated February 10, 2023
x Building Elevations
x Façade Material Sample Sheet
x Playground Equipment Spec Sheets
142
Project Location Map1. Basemap information obtained from plans prepared by V3received December 06, 2022.2. Verify site conditions and information on drawings.Promptly report any concealed conditions, mistakes,discrepancies or deviations from the information shown inthe Contract Documents. The Owner is not responsible forunauthorized changes or extra work required to correctunreported discrepancies.3. Secure and pay for permits, fees and inspections necessaryfor the proper execution of this work. Comply with codesapplicable to this work.General NotesSheet IndexL1.0-L1.7 Tree Preservation and Removals PlanL2.0-L2.5 Planting PlanL3.0 Details22 East Chicago AvenueSuite 200ANaperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRNORTHCall beforeyou dig.800.892.0123CallBeforeYou DigONE-CALL SYSTEMILLINOISIt's smart. It's free. It's the law.J:\Projects\Alpha\Carpentry Development Company\Fox Meadows\09 Graphics\02 DD-CD\00-cover-24x36.dwgFebruary 10, 2023Project TeamCarpentry Development Company5400 W. Elm Sreet - Suite 110McHenry, IL 60050FOX MEADOWSISSUED FOR PERMITFebruary 10, 2022Fox MeadowsMcHenry, IL 60050Issue For PermitLicense Number: 157.000000Expiration Date: 08.31.202XLandscape Architect22 East Chicago Avenue, Suite 200ANaperville, Illinois 60540T 630.961.1787Hitchcock Design GroupSheets: L-seriesLicense Number:Expiration Date: V3 Companies444 N. Wells Street, Suite 602Chicago, IL 60654T 630.724.9200Civil EngineerSheets C-seriesProject Location143
2.202± ACRES9.774± ACRES25.585± ACRESSITE BENCHMARK#3
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BLDG 12
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10
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DEAN LANEAASTRI DRIVE
BLDG 14300+00301+00302+00303+00304+00305+00306+00307+00308+00309+00310+00311+00312+00313+00314+00315+00315+34409+05400+00401+00402+00403+00404+00405+00406+00407+00408+00409+00PLAYGROUND AREA
(SEE LANDSCAPE
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DETAILS)
BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303SHEET L1.1SHEET L1.3SHEET L1.2SHEET L1.4SHEET L1.5L1.0Tree Protectionand Removals240'80'40'0'1" = 80'LEGENDExisting Tree to RemainExisting Tree to be Removed144
2.202± ACRESBL
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300+00301+00302+00303+00304+00Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.1Tree Protectionand RemovalsEnlargement0'90'30'15'1" = 30'Matchline: See Sheet L1.3Matchline: See Sheet L1.2LEGENDExisting Tree to RemainExisting Tree to be Removed145
9.774± ACRESSITE BENCHMARK#3 BASKETBALL
COURT
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305+00306+00307+00Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.20'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.4Matchline: See Sheet L1.1LEGENDExisting Tree to RemainExisting Tree to be Removed146
25.585± ACRESSIT
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2MINGOLOLBLDG 18 BLDG 17
BLDG 16DEAN LANEBLDG 14
400+00401+00402+00403+00404+00405+00406+00BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.30'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.1Matchline: See Sheet L1.4LEGENDExisting Tree to RemainExisting Tree to be Removed147
9.7BLDG 12
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5
BLDG 6
BLDG 7
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308+00309+00310+00311+00312+00313+00314+00409+05407+00408+00409+00PLAYGROUND AREA
(SEE LANDSCAPE
PLANS FOR
DETAILS)Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.40'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.5Matchline: See Sheet L1.3Matchline: See Sheet L1.2LEGENDExisting Tree to RemainExisting Tree to be Removed148
PLAYGROUND AREA
(SEE LANDSCAPE
PLANS FOR DETAILS)
BASKETBALL
COURT
G 7 BLDG 8
BLDG 9
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10314+00315+00315+34Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.50'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.4LEGENDExisting Tree to RemainExisting Tree to be Removed149
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.6as notedTree Protectionand Removals150
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.7as notedTree Protectionand Removals151
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L3.0Detailsas notedPlanting Bed Edge5Scale: 3" = 1'-0"Spade edge (at lawn areas)3"3"FlushFinished grade of adjacent materialMulch, as specifiedFinished grade of plantingEvergreen Tree Planting2Scale: 1/2" = 1'-0"d-plant-tree-everRemove any broken branches, tree tags, andribbons (upon acceptance of plant).Avoid placing soil on top of the root ball,maintain exposure of root flare. If root flare isnot exposed, carefully remove excess soil. Setroot ball so that base of root flare is 3"-6"higher than adjacent finish grade.Cut and remove all cords around root ball andtrunk. Remove top half of wire basket, and foldremaining points down. Remove top half ofburlap.Prepare a 3" minimum saucer around pit.Remove and properly dipose of soils off site.Mulch 3" deep, tapering to 1" at trunk.Set root ball on undisturbed or appropriatelycompacted subgrade. If hole is too deep, addand compact additional fill before setting tree.Finish GradeFlare planting hole edge. Hole size to be twiceas wide as root ball. Backfill pit with 1/3amended topsoil and 2/3 excavated material.Remove excess excavated material from siteand dispose of legally.Do not cut leader on evergreen trees.Undisturbed SubgradeVaries6" min.Set plants at same levelas grown in containerPrepare entire planting bed to a6" depth with amended topsoil2" deep double shredded mulch.Work mulch under branches.Raise planting bed 2" abovefinish gradeNote: Root mass of pot boundplants should be loosened beforeplantingAnnual and Perennial Planting4Scale: 1/2" = 1'-0"Deciduous Tree Planting1Scale: 1/2" = 1'-0"d-plant-tree-decPrune only to encourage central leader. (Donot cut leader on pyramidal trees).Remove any broken branches, tree tags, andribbons (upon approval of plant).Avoid placing soil on top of the root ball,maintain exposure of root flare. If root flare isnot exposed, carefully remove excess soil. Setroot ball so that base of root flare is 3"-6" higherthan adjacent finish grade (root flare is typically6" below bud graft union on grafted trees).Mulch, 3" deep, typ. Taper mulch to 1" depth attrunk.Prepare a 3" minimum ht. saucer around pit forwatering.Flare planting hole edge. Hole size to be twiceas wide as root ball. Backfill pit with 1/3amended topsoil and 2/3 excavated material.Remove excess excavated materialfrom site and dispose of legally.Cut and remove all cords around root ball andtrunk. Remove top half of wire basket, and foldremaining points down. Remove top half ofburlap.Finish gradeSet root ball on undisturbed or compactedsubgrade. If hole is too deep, add and compactadditional fill before setting tree.Wrap trunk with approved tree wrap to firstbranch.Limit pruning to dead andbroken branchesDiscard excess excavated materialSet rootball at same levelas finished gradeUndisturbed subgradeRemove all wire baskets and cords.Remove burlap from top half of rootball.Set rootball on undisturbedsubgrade2'-0"3" deep double shredded mulch,starting 6" from trunk and extendingoutShrub Planting3Scale: 1/2" = 1'-0"d-plant-shrubPLANT MATERIALS LISTExisting gradeFence (varies, see specifications).Attach with coated wire.Temporary fence, see specificationsspacing 1.5m o.c. Minimum or asrequired to maintain fence4'Varies24" for 4' heightfenceTypical Tree Protection Fence7N.T.S.NOTES:Place protection fence at drip line6Outcropping StoneLimestone outcropping stone optionGranite boulder option152
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BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303SHEET L2.1L2.0OverallPlanting Plan240'80'40'0'1" = 80'SHEET L2.3SHEET L2.2SHEET L2.4SHEET L2.5153
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LP 822.02HP 826.05LP 825.41HP 826.13LP 825.40HP 826.100+000+750+000+860+000+860+000+780+001+001+3925.585± ACRESMINGOLOLBLDG 18 BLDG 17
BLDG 16DEAN LANEBLDG 14
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827.84827.19826.55826.11825.90825.26824.61824.46825.52825.08826.04827.30826.48826.02824.97824.76828.09827.20827.07826.53825.97825.37824.97824.76825.78T/C 825.02T/C 825.62825.47824.59825.79826.25824.83828.16827.51826.87826.22825.58824.93824.30825.48824.75826.10824.59825.15825.23825.61825.68826.23826.23826.30826.30826.24826.31826.24826.31825.22825.22825.28825.28825.62825.69825.62825.69825.66825.73825.66825.73827.97828.04827.97828.04827.65827.72827.65827.72827.33827.40827.01827.07827.01827.07826.68826.75826.36826.43826.04826.11825.39825.46825.07825.14825.07824.44824.51824.44824.51824.60824.66824.60824.66828.30828.3
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825825826.32822826
828831 821820819818LP 824.28HP 826.10LP 824.870+000+760+001+001+220+001+001+940+001+001+470+001+002+002+510000180+000+52827.649.7Play equipment by othersBLDG 12
BLDG
5
BLDG 6
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AASTRI DRIVE
308+00309+00310+00311+00312+00313+00314+00409+05407+00408+00409+001-PLB2.51-UFR2.59-RHG243-GTK2.52-UFR2.51-PLB2.59-RHG241-QBI2.53-RHG244-GTK2.5 8-RHG247-RHG248-RHG247-RHG242-POM.063-MRR.063-PME.062-AMA.062-QBI2.52-MRR.061-QBI2.51-QBI2.54-PLB2.514-AMM181-GBA2.53-QBI2.51-UFR2.51-QRU2.52-AFB2.51-GBA2.54-DKO242-PFX.062-GDI2.53-QMA2.51-COC2.53-AFB2.52-QMA2.52-QRU2.51-MRR.064-PME.063-AMA.06ME.062-GTK2.57-DKO242-UFR2.53-RHG242-GTK2.58-DKO248-DKO248-DKO242-QBI2.53-GDI2.51-QMA2.51-SRE.062-PFX.063-MRR.063-POM.061-QBI2.52-UFR2.51-PLB2.53-QRU2.510-RHG24PME.063-MRR.066-RAG241-HAV183-SBD303-JCK241-MAJ.066-RHG241-WSB301-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO243JCK243-WSB301-CSB364-DLO248-RAG243-SBD306-ALL63-PFG183-GTK2.53-POM.062-GTK2.58-UMS2.58-RHG243-PAB.063-GBA2.51-AFB2.51-HVE.053-WSB303-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB364-DKO243-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO61-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO243-AMM183-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB364-DKO244-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT241-GDI2.51-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG182-CTE248-DLO24Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.40'90'30'15'1" = 30'Matchline: See Sheet L2.5Matchline: See Sheet L2.3Matchline: See Sheet L2.2PLANTING NOTES1. Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2. Contractor responsible for erosion control in all seeded areas.3. Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4. Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5. Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6. Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7. Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement157
824.46824.96824.84824.60824.66824.60824.824.98825.05825.03FF 824.15
FF 824.15
FF 826.30
FF
826.65
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825.65
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.15
FF
827.90
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825.65
827
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821820819818HP 824.862+002+510+001+002+002+540+000+300+000+18Play equipment by othersDG 7 BLDG 8
BLDG 9
BLDG
10314+00315+00315+348-DKO242-GTK2.56-RHG242-UFR2.57-DKO242-GTK2.52-GTK2.58-DKO246-RHG242-UFR2.57-DKO242-GTK2.51-GBA2.52-UMS2.52-COC2.53-GTK2.52-AFB2.52-QRU2.51-QMA2.51-GDI2.51-GTK2.52-QMA2.51-UFR2.51-GBA2.52-AFB2.51-GDI2.51-QBI2.51-COC2.51-QBI2.51-AMA.067-RHG242-UMS2.58-RHG242-GTK2.58-RHG242-UMS2.53-POM.063-PFX.068-RHG242-UMS2.58-RHG241-UMS2.52-PLB2.51-PLB2.51-QBI2.51-AMA.062-QRU2.51-SRE.061-COC2.51-GDI2.51-AFB2.53-AFB2.561-GDI2.51-QRU2.51-SRE.063-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL63-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM188-SJM243-JCK243-WSB308-RHG242-GTK2.52-HAV182-CSB363-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD306-ALL63-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM188-SJM242-WSB304-DKO244-DKO241-PFX.061-GTK2.53-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD304-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO246-HRS6Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.50'90'30'15'1" = 30'Matchline: See Sheet L2.4PLANTING NOTES1. Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2. Contractor responsible for erosion control in all seeded areas.3. Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4. Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5. Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6. Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7. Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement158
159
160
161
FOX MEADOWS – BRICK SELECTION
Manufacturer: Glen-Gery
Selection: Ellsworth Queen-Size
162
FOX MEADOWS – PLAYGROUND EQUIPMENT (Area 1)
Manufacturer: Playground Boss
Style: Jungle Gym
163
FOX MEADOWS – PLAYGROUND EQUIPMENT (Area 2)
Manufacturer: Playground Boss
Style: Uptown
164
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
ORDINANCE NO 23-
AN ORDINANCE AUTHORIZING THE MAYOR’S EXECUTION OF A DEVELOPMENT AGREEMENT
BETWEEN THE CITY OF MCHENRY AND CUNAT INC.
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: City of McHenry/Cunat Development Agreement – Veterans Parkway
bearing the date of March 6, 2023 between the City of McHenry and Cunat, Inc., Brian Cunat,
individually, and John Cunat, individually, 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 6th day of March, 2023.
Ayes Nays Absent Abstain
Alderman Devine _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Harding _____ _____ _____ _____
Alderman Strach _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
165
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
______________________________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
166
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
EXHIBIT A
City of McHenry/Cunat Development Agreement – Veterans Parkway dated March 6,
2023
167
1
City of McHenry/Cunat Development
Agreement—Veterans Parkway
This Development Agreement (“Agreement”) made and entered into this day of
March, 2023, by and between the City of McHenry, an Illinois municipal corporation (“City”),
and Cunat, Inc., Brian Cunat, individually, and John Cunat, individually (collectively, “Cunats”).
RECITALS
A. WHEREAS, Cunats are the contract buyers of Lots 2 through 15 and Lot 17 in Prairie
Point Business Park, legally described and depicted on the attached Exhibit A,
consisting of approximately 37.561 acres (“Subject Property”).
B. WHEREAS, The Subject Property is currently vacant and classified RM-2 High
Density Multi-Family Residential, pursuant to the City’s Zoning Ordinance.
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 Cunats, it is hereby agreed as follows:
1. Construction of Multi-Family Dwelling Units. After closing on its contract to purchase
the Subject Property, Cunats shall be permitted to construct not more than 540 Multi-
Family Dwelling Units upon the Subject Property, including a clubhouse, pool and
related amenities (collectively, the “Dwelling Units”). The Dwelling Units shall be
constructed pursuant to the terms of this Agreement and applicable ordinances of the
City, not in conflict herewith.
2. Approval of Plans and Specifications.
a) The Dwelling Units, and the Subject Property upon which they will be built,
shall be developed, built and constructed in accordance with the plans and
specifications attached hereto as Exhibit B (collectively, the "Plans"). Any
proposed amendment of the Plans determined, in the exclusive discretion of
City Administrator, to be minor, may be approved by the City Administrator
without the necessity of City Council action to amend this Agreement.
b) Major amendments, as determined in the exclusive discretion of the City
Administrator, consisting of substantial deviations from Exhibit B, shall be
subject to approval by written amendment of this Agreement and vote of the
City Council. Examples, but not to be construed as an exclusive list of major
amendments to the Plans, include changes in the Plans:
i) land uses;
ii) Dwelling Unit density;
168
2
iii) Traffic circulation system;
iv) location of buildings;
v) landscape plans
vi) parking locations and layout
vii) the following change in specifications of greater than 5%: floor
space, lot coverage, height, setbacks, open space.
c) Any amendment to the Plans not determined by the City Administrator to be
major shall be deemed to be a minor amendment. In the event of a dispute
between Cunats and the City Administrator as to whether a proposed
amendment of the plans is a minor or major amendment of this Agreement, the
City Council will be the final arbiter and its decision shall be final.
3. Permits and Plat. Prior to issuance of any site, grading, foundation, utility or building
permits on the Subject Property, Cunats shall submit for approval by the City’s Public
Works Director, a final Plat of Subdivision relating to development of the Subject
Property. The approved Final Plat of Subdivision shall filed in the Office of the
McHenry County Recorder of Deeds prior to issuance of any building permits.
4. Back-Up Special Service Area. CUNATS is responsible for the construction and
maintenance of all the storm water improvements on the Subject Property. In the event
that Cunats fail to properly maintain the storm water improvements, as determined in
the sole discretion of the City public works director, Cunats agree 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. Cunats agrees to fully cooperate in the establishment and
administration of any Funding Mechanism selected by the CITY. Any Funding
Mechanism that is established shall include a provision that requires the CITY to
provide written notice to Cunats of any failures or deficiencies in the ongoing operation
and maintenance of storm water improvements and a thirty (30) day period for Cunats
to correct any such failures or deficiencies before the City may take any steps to make
such corrections pursuant to the Funding Mechanism, unless emergency circumstances
exist. The parties agree that the maximum tax rate that may be levied pursuant to an
Special Service Area (“SSA”) Funding Mechanism 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 or other Funding Mechanism
levy against the Subject Property. Cunats agrees to the adoption of a future ordinance
establishing said SSA, or other Funding Mechanism by the City after full Execution of
this Agreement.
5. Infrastructure Improvements. Cunats, jointly, severally and individually, assume the
obligation for, and guarantee timely completion of the following public improvements
(“Improvement Obligations”):
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a) all off-site public improvements specified in Exhibit C including the bike/multi-
use path and sidewalk and Illinois Route 31 traffic signal improvements;
b) The full installation of remaining on-site public improvements specified on
Exhibit D, including public sanitary sewer, potable water and other detailed
public improvements, in compliance with the Subdivision and Development
Ordinances of the City;
c) To secure the timely installation of the Improvement Obligations, Cunats shall
cause to be filed with the City, prior to issuance of any Dwelling Unit building
permits, letters of credit, issued by a financial institution, in amounts and form
approved by the City Administrator.
d) The Cunats agree to complete the construction of the bike path along Veteran’s
Parkway prior to the issuance of a Certificate of Occupancy for the third
residential building, and also to complete all sanitary sewer improvements prior
to the issuance of a Certificate of Occupancy for the seventh residential
building.
6. 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.
7. Temporary Signage. The CITY agrees to issue permits, following receipt of proper
applications and fees, for a maximum of two (2) temporary advertising signs. 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 upon issuance of the final Dwelling Unit occupancy permit.
8. Construction and Leasing Trailers.
a) Leasing Trailer. CUNATS shall be permitted, at CUNATS’s sole risk , to
construct, maintain and occupy a Leasing Trailer and to construct and maintain
other appurtenant facilities for said Leasing Trailer, CUNATS 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 CUNATS
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 75%
of the certificates of occupancy for the Dwelling Units the construction trailer(s)
shall be removed.
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9. Fees. Cunats and the City hereby agree that Cunats shall pay to the City the fees as
enumerated in Exhibit E, except as follows: Cunats have represented that the proposed
540 dwelling units will have an average daily water use of 35,520 gallons per day. The
Combined Water and Sewer Capital Development Fees in Exhibit E have been reduced
based these representations. If during the term of this agreement, the actual water use
is determined by the City Administrator to vary more than 5% higher from the 35,520
gallons per day, Cunats shall pay the City an increased Combined Water and Sewer
Capital Development Fee based on the following formula: Revised Fee = (Actual
Water Use/35,520) x Exhibit E Fee. The average daily water use shall be based on a
12-month rolling average. 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.
10. 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.
11. Amendment. This Agreement may only be amended by written instrument executed by
all parties hereto.
12. 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 Cunats:
Cunat, Inc.
Attn: Legal Department
5400 W Elm Street,
Suite 110
McHENRY, IL 60050
13. 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
Conditional Use Permit approval shall apply to the Subject Property, Cunat and all
successors and assigns in title. To the extent that the CITY ordinances and design
171
5
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.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date
indicated above.
Cunat Inc., an Illinois Corporation
By:
Brian Cunat, President
Brian Cunat, Individually
John Cunat, Individually
City of McHenry
By:
Wayne S. Jett, Mayor
Z:\M\McHenryCityof\Cunat Development Agreement--Fox Meadows Development Agreement.docx
172
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EXHIBIT A
Prairie Point Business Park Final Subdivision Plat
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EXHIBIT B
Plans & Specifications
x Residences of Fox Meadows Final Plat of Subdivision
x Plat of Vacation
x Landscape Plan
x Building Elevations
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177
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Project Location Map1. Basemap information obtained from plans prepared by V3received December 06, 2022.2. Verify site conditions and information on drawings.Promptly report any concealed conditions, mistakes,discrepancies or deviations from the information shown inthe Contract Documents. The Owner is not responsible forunauthorized changes or extra work required to correctunreported discrepancies.3. Secure and pay for permits, fees and inspections necessaryfor the proper execution of this work. Comply with codesapplicable to this work.General NotesSheet IndexL1.0-L1.7 Tree Preservation and Removals PlanL2.0-L2.5 Planting PlanL3.0 Details22 East Chicago AvenueSuite 200ANaperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRNORTHCall beforeyou dig.800.892.0123CallBeforeYou DigONE-CALL SYSTEMILLINOISIt's smart. It's free. It's the law.J:\Projects\Alpha\Carpentry Development Company\Fox Meadows\09 Graphics\02 DD-CD\00-cover-24x36.dwgFebruary 10, 2023Project TeamCarpentry Development Company5400 W. Elm Sreet - Suite 110McHenry, IL 60050FOX MEADOWSISSUED FOR PERMITFebruary 10, 2022Fox MeadowsMcHenry, IL 60050Issue For PermitLicense Number: 157.000000Expiration Date: 08.31.202XLandscape Architect22 East Chicago Avenue, Suite 200ANaperville, Illinois 60540T 630.961.1787Hitchcock Design GroupSheets: L-seriesLicense Number:Expiration Date: V3 Companies444 N. Wells Street, Suite 602Chicago, IL 60654T 630.724.9200Civil EngineerSheets C-seriesProject Location180
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BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303SHEET L1.1SHEET L1.3SHEET L1.2SHEET L1.4SHEET L1.5L1.0Tree Protectionand Removals240'80'40'0'1" = 80'LEGENDExisting Tree to RemainExisting Tree to be Removed181
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300+00301+00302+00303+00304+00Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.1Tree Protectionand RemovalsEnlargement0'90'30'15'1" = 30'Matchline: See Sheet L1.3Matchline: See Sheet L1.2LEGENDExisting Tree to RemainExisting Tree to be Removed182
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305+00306+00307+00Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.20'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.4Matchline: See Sheet L1.1LEGENDExisting Tree to RemainExisting Tree to be Removed183
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400+00401+00402+00403+00404+00405+00406+00BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.30'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.1Matchline: See Sheet L1.4LEGENDExisting Tree to RemainExisting Tree to be Removed184
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10314+00315+00315+34Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.50'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.4LEGENDExisting Tree to RemainExisting Tree to be Removed186
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.6as notedTree Protectionand Removals187
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.7as notedTree Protectionand Removals188
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L3.0Detailsas notedPlanting Bed Edge5Scale: 3" = 1'-0"Spade edge (at lawn areas)3"3"FlushFinished grade of adjacent materialMulch, as specifiedFinished grade of plantingEvergreen Tree Planting2Scale: 1/2" = 1'-0"d-plant-tree-everRemove any broken branches, tree tags, andribbons (upon acceptance of plant).Avoid placing soil on top of the root ball,maintain exposure of root flare. If root flare isnot exposed, carefully remove excess soil. Setroot ball so that base of root flare is 3"-6"higher than adjacent finish grade.Cut and remove all cords around root ball andtrunk. Remove top half of wire basket, and foldremaining points down. Remove top half ofburlap.Prepare a 3" minimum saucer around pit.Remove and properly dipose of soils off site.Mulch 3" deep, tapering to 1" at trunk.Set root ball on undisturbed or appropriatelycompacted subgrade. If hole is too deep, addand compact additional fill before setting tree.Finish GradeFlare planting hole edge. Hole size to be twiceas wide as root ball. Backfill pit with 1/3amended topsoil and 2/3 excavated material.Remove excess excavated material from siteand dispose of legally.Do not cut leader on evergreen trees.Undisturbed SubgradeVaries6" min.Set plants at same levelas grown in containerPrepare entire planting bed to a6" depth with amended topsoil2" deep double shredded mulch.Work mulch under branches.Raise planting bed 2" abovefinish gradeNote: Root mass of pot boundplants should be loosened beforeplantingAnnual and Perennial Planting4Scale: 1/2" = 1'-0"Deciduous Tree Planting1Scale: 1/2" = 1'-0"d-plant-tree-decPrune only to encourage central leader. (Donot cut leader on pyramidal trees).Remove any broken branches, tree tags, andribbons (upon approval of plant).Avoid placing soil on top of the root ball,maintain exposure of root flare. If root flare isnot exposed, carefully remove excess soil. Setroot ball so that base of root flare is 3"-6" higherthan adjacent finish grade (root flare is typically6" below bud graft union on grafted trees).Mulch, 3" deep, typ. Taper mulch to 1" depth attrunk.Prepare a 3" minimum ht. saucer around pit forwatering.Flare planting hole edge. Hole size to be twiceas wide as root ball. Backfill pit with 1/3amended topsoil and 2/3 excavated material.Remove excess excavated materialfrom site and dispose of legally.Cut and remove all cords around root ball andtrunk. Remove top half of wire basket, and foldremaining points down. Remove top half ofburlap.Finish gradeSet root ball on undisturbed or compactedsubgrade. If hole is too deep, add and compactadditional fill before setting tree.Wrap trunk with approved tree wrap to firstbranch.Limit pruning to dead andbroken branchesDiscard excess excavated materialSet rootball at same levelas finished gradeUndisturbed subgradeRemove all wire baskets and cords.Remove burlap from top half of rootball.Set rootball on undisturbedsubgrade2'-0"3" deep double shredded mulch,starting 6" from trunk and extendingoutShrub Planting3Scale: 1/2" = 1'-0"d-plant-shrubPLANT MATERIALS LISTExisting gradeFence (varies, see specifications).Attach with coated wire.Temporary fence, see specificationsspacing 1.5m o.c. Minimum or asrequired to maintain fence4'Varies24" for 4' heightfenceTypical Tree Protection Fence7N.T.S.NOTES:Place protection fence at drip line6Outcropping StoneLimestone outcropping stone optionGranite boulder option189
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BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303SHEET L2.1L2.0OverallPlanting Plan240'80'40'0'1" = 80'SHEET L2.3SHEET L2.2SHEET L2.4SHEET L2.5190
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300+00301+00302+00303+00304+008-RHG244-GTK2.56-UMS2.510-DKO247-RHG243-COC2.510-DKO247-RHG242-JCV245-DKO241-AMA.0632-HRO62-PLB2.53-PAB.061-GTK2.59-RHG241-GTK2.59-RHG241-COC2.57-CTE2423-RNO89-PFX.067-SBD308-RHG2412-SBD301-GBA2.55-WSB3017-JCV243-POM.062-MRR.061-AFB2.51-GBA2.54-POM.061-AFB2.52-AMA.061-GTK2.52-PME.061-AMA.062-MRR.063-AMA.061-MRR.066-PAB.062-FAB2.51-SRE.062-PFX.061-GTK2.52-MRR.063-QMA2.53-UMS2.53-PME.063-AFB2.54-QBI2.51-AFB2.51-GTK2.510-FSB187-SBD301-POM.061-UFR2.54-PSW3620-AMM181-PSW3615-HAB2430-HRO612-AMM182-HAB243-TMT2438-HRO629-ATS63-TMT241-AMA.0610-ATS610-DKO243-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM188-HRS63-SBD305-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.08-DLO244-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG18Outcropping Stone6L3.0Outcropping Stone3-JCK243-CSB361-GBA2.5Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303Matchline: See Sheet L2.3L2.1Planting PlanEnlargement0'90'30'15'1" = 30'Matchline: See Sheet L2.2PLANTING NOTES1. Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2. Contractor responsible for erosion control in all seeded areas.3. Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4. Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5. Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6. Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7. Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.191
829.24829.13828.48829.16829.57829.57829.13828.42829.43828.88829.42828.16828.80829.02828.81829.08829.64829.26829.33829.26829.33828.95829.02829.64829.14829.14829.62829.62828.30828.3
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305+00306+00307+003-QRU2.53-PLB2.53-SRE.062-HAB247-DKO2414-DKO241-GDI2.52-GTK2.53-PLB2.51-QMA2.52-UMS2.51-AFB2.51-QRU2.58-GTK2.510-RHG244-UFR2.58-DKO248-DKO2410-RHG248-DKO241-UFR2.51-GBA2.51-GDI2.51-AFB2.56L3.0Outcropping StoneOutcropping Stone6L3.0Outcropping Stone1-UFR2.55-PAB.063-AMA.066-PME.0622-AMM182-GTK2.52-PFX.0615-JSG244-VPR.063-GDI2.52-GTK2.51-POM.0622-HAB241-GDI2.51-VPR.0610-AMM1814-JCK242-GDI2.59-AMM1827-CSB363-POM.061-VPR.065-PAB.061-AFB2.53-PME.063-VPR.064-POM.063-SRE.061-QBI2.51-SRE.063-PFX.061-UFR.061-QMA.065-MRR.064-PAB.0623-RNO88-DKO2427-HAB2431-DKO241-PLB2.53-AMA.063-POM.0629-JCV242-AFB2.53-PFX.061-MRR.065-PME.063-SRE.061-QBI2.53-QMA2.58-RHG242-UMS2.52-PFX.063-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK243-HAB243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO68-DLO243-GDI2.53-SBD306-ALL63-PFG61-HVE.058-RAG243-WSB308-HRS65-TMT243-SBD304-DKO241-JCK241-GBA2.54-DKO242-AMM181-JCK248-DLO243-WSB301-MRR.066-RAG243-HAB243-JCK246-HRO63-FSB183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK242-AMM188-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.056-ALL63-SBD303-PFG181-JCK244-DKO248-DLO241-AFB2.53-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD304-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB244-DLO248-HRS65-TMT243-SBD30Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.20'90'30'15'1" = 30'Matchline: See Sheet L2.4Matchline: See Sheet L2.1PLANTING NOTES1. Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2. Contractor responsible for erosion control in all seeded areas.3. Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4. Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5. Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6. Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7. Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement192
822.03824.52825.49825.76825.75825.75T/C 826.23T/C 825.99824.26822.56822.56822.46T/C 826.02T/C 825.55T/C 825.57T/C 826.15822.46822.50822.78825.97826.10825.40826.13825.41824.12826.26826.33825.89825.96825.89825.96825.54825.54825.61825.61826.11826.17826.11826.17824.92824.65824.72824.99822.92822.99822.92822.99822.92822.92822.17822.24822.17822.24826.23826.23826 30826.24826.31826.24826.31825.54825.61825.54825.61825.90825.97825.90825.97825.89825.96826.09826.18826.19825.44825.46825.18825.16825.18825.16825.71825.62825.62825.71825.65825.65825.56825.67826.06826.21826.17825 96825.41826.23826.23826.16T/C 825.61825.55FF 827.70
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LP 822.02HP 826.05LP 825.41HP 826.13LP 825.40HP 826.100+000+750+000+860+000+860+000+780+001+001+3925.585± ACRESMINGOLOLBLDG 18 BLDG 17
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827.84827.19826.55826.11825.90825.26824.61824.46825.52825.08826.04827.30826.48826.02824.97824.76828.09827.20827.07826.53825.97825.37824.97824.76825.78T/C 825.02T/C 825.62825.47824.59825.79826.25824.83828.16827.51826.87826.22825.58824.93824.30825.48824.75826.10824.59825.15825.23825.61825.68826.23826.23826.30826.30826.24826.31826.24826.31825.22825.22825.28825.28825.62825.69825.62825.69825.66825.73825.66825.73827.97828.04827.97828.04827.65827.72827.65827.72827.33827.40827.01827.07827.01827.07826.68826.75826.36826.43826.04826.11825.39825.46825.07825.14825.07824.44824.51824.44824.51824.60824.66824.60824.66828.30828.3
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BLDG 11
AASTRI DRIVE
308+00309+00310+00311+00312+00313+00314+00409+05407+00408+00409+001-PLB2.51-UFR2.59-RHG243-GTK2.52-UFR2.51-PLB2.59-RHG241-QBI2.53-RHG244-GTK2.5 8-RHG247-RHG248-RHG247-RHG242-POM.063-MRR.063-PME.062-AMA.062-QBI2.52-MRR.061-QBI2.51-QBI2.54-PLB2.514-AMM181-GBA2.53-QBI2.51-UFR2.51-QRU2.52-AFB2.51-GBA2.54-DKO242-PFX.062-GDI2.53-QMA2.51-COC2.53-AFB2.52-QMA2.52-QRU2.51-MRR.064-PME.063-AMA.06ME.062-GTK2.57-DKO242-UFR2.53-RHG242-GTK2.58-DKO248-DKO248-DKO242-QBI2.53-GDI2.51-QMA2.51-SRE.062-PFX.063-MRR.063-POM.061-QBI2.52-UFR2.51-PLB2.53-QRU2.510-RHG24PME.063-MRR.066-RAG241-HAV183-SBD303-JCK241-MAJ.066-RHG241-WSB301-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO243JCK243-WSB301-CSB364-DLO248-RAG243-SBD306-ALL63-PFG183-GTK2.53-POM.062-GTK2.58-UMS2.58-RHG243-PAB.063-GBA2.51-AFB2.51-HVE.053-WSB303-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB364-DKO243-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO61-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO243-AMM183-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB364-DKO244-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT241-GDI2.51-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG182-CTE248-DLO24Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.40'90'30'15'1" = 30'Matchline: See Sheet L2.5Matchline: See Sheet L2.3Matchline: See Sheet L2.2PLANTING NOTES1. Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2. Contractor responsible for erosion control in all seeded areas.3. Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4. Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5. Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6. Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7. Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement194
824.46824.96824.84824.60824.66824.60824.824.98825.05825.03FF 824.15
FF 824.15
FF 826.30
FF
826.65
FF
825.65
F
.15
FF
827.90
FF
825.65
827
826
827
823
824
822826
827
827
826824823822824822824824822
823
824
823 823
822 827826825 825
825825825 825825825
825825 820825
820
8
2
5
825
822827
826
821820819818HP 824.862+002+510+001+002+002+540+000+300+000+18Play equipment by othersDG 7 BLDG 8
BLDG 9
BLDG
10314+00315+00315+348-DKO242-GTK2.56-RHG242-UFR2.57-DKO242-GTK2.52-GTK2.58-DKO246-RHG242-UFR2.57-DKO242-GTK2.51-GBA2.52-UMS2.52-COC2.53-GTK2.52-AFB2.52-QRU2.51-QMA2.51-GDI2.51-GTK2.52-QMA2.51-UFR2.51-GBA2.52-AFB2.51-GDI2.51-QBI2.51-COC2.51-QBI2.51-AMA.067-RHG242-UMS2.58-RHG242-GTK2.58-RHG242-UMS2.53-POM.063-PFX.068-RHG242-UMS2.58-RHG241-UMS2.52-PLB2.51-PLB2.51-QBI2.51-AMA.062-QRU2.51-SRE.061-COC2.51-GDI2.51-AFB2.53-AFB2.561-GDI2.51-QRU2.51-SRE.063-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL63-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM188-SJM243-JCK243-WSB308-RHG242-GTK2.52-HAV182-CSB363-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD306-ALL63-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM188-SJM242-WSB304-DKO244-DKO241-PFX.061-GTK2.53-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD304-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO246-HRS6Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDate IssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.50'90'30'15'1" = 30'Matchline: See Sheet L2.4PLANTING NOTES1. Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2. Contractor responsible for erosion control in all seeded areas.3. Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4. Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5. Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6. Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7. Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement195
(255.00')(201.46')(110.09')(200.00')(128.98')(136.91')(200.00')(66.30')(A=331.12'R=300.00')(R=70.00')(A=23.26')(S71°29'21"E)(70.08')A=229.41'R=60.00'(N70°26'05"E)(69.22')(R=70.00')(A=23.26')(S45°31'38"E)(49.50')(S00°31'38"E 385.37')(N71°29'53"E)(49.50')(240.00')(S44°28'22"W)(49.50')(S89°28'22"W)(35.39')(A=395.68'R=360.00')(N26°29'53"E 456.46')ACCESSEASEMENT(420.90')(391.16')(5.23')(13.01')(A=94.25')(A=91.51')(L=22.67')L=19.94'(N26°29'53"E 439.07')(N89°28'22"E 196.18')(N07°57'23"W)(61.86')N89°20'17"E 1275.02'S00°31'39"E 720.35'S89°28'21"W 447.32'S00°31'38"E 557.89'N63°30'10"W 516.90'N18°30'0
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49.50'N26°29'53"E 989.45'FIPFIRFIRFIR BENTFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIR(S63°30'07"E)(438.17')(438.17')(146.90')(403.02')(373.07')(420.64')(452.23')(268.12')(123.00')(123.00')(124.48')(450.05')(113.97')(113.00')(112.95')(60.00')(425.05')DRAINAGEEASEMENTAREA25' M.U.E.10' P.U.E.15' BUILDING LINEHEREBY ABROGATED15' BUILDING LINEHEREBY ABROGATED(390.05')25' M.U.E.10' M.U.E.50' BUILDING LINEHEREBY ABROGATED50' BUILDING LINEHEREBY ABROGATED50' BUILDING LINEHEREBY ABROGATED30' BUILDING LINEHEREBY ABROGATED(37.95')(113.00')(N89°28'22"E 361.57')(123.00')(123.00')(S00°31'38"E 385.22')15' M.U.E.12' P.U.E.12' P.U.E.12'P.U.E.(102.56')20' D.E.20' D.E.20' W.S.E.(A=149.44')(A=177.28')(A=68.96')(N26°29'53"E 403.21')(N89°28'22"E 123.00')(393.00')(255.00')(270.00')(264.44')(496.19')(316.58')(310.00')30' BUILDING LINEHEREBY ABROGATED30' BUILDING LINEHEREBY ABROGATED(61.32')(61.87')15'M.U.E.12'P.U.E.15'M.U.E.12'P.U.E.12'P.U.E.12'P.U.E.12'P.U.E.12'P.U.E.(S63°30'07"E)(S63°30'07"E)(S63°30'07"E)(S63°30'07"E)(S25°29'
5
8"
E)(S00°31'38"E)(S00°31'38"E)(S00°31'38"E)(S00°31'38"E)(403.02')(403.02')(S00°31'38"E)(S00°31'38"E)(N89°28'22"E)10' S.S.E.HEREBYVACATEDHEREBYVACATEDHEREBY
VACATED HEREBYVACATEDHEREBYVACATEDHEREBYVACATED50' BUILDING LINE30' BUILDING LINE30' BUILDING LINE50' BUILDING LINE15' BUILDING LINE15' BUILDING LINEHEREBYVACATEDHEREBYVACATEDS LINE NE 1/4 SE 1/4 SEC 10-44-8S LINE NW 1/4 SE 1/4 SEC 10-44-8NORTH LINE OF THE SE 1/4 OF SECTION 10-44-8EAST LINE OF SECTION 10-44-875'HEREBYVACATEDHEREBYVACATED40'HEREBYVACATEDHEREBYVACATEDD.E.25' M.U.E.50'50'50'60'60'SCMBLANKET EASEMENT HEREBYGRANTED OVER ALL OF LOT 1(EXCEPT E.T.B.E.'s)20' D.E.HEREBYVACATEDHEREBYVACATEDHEREBYVACATEDHEREBYVACATEDHEREBYVACATEDHEREBYVACATEDHEREBYVACATEDW LINE NE 1/4 SE 1/4 SEC 10-44-810' P.U.E.25' M.U.E.EXISTING ACCESSAND PUBLIC UTILITYEASEMENT FOR THEBENEFIT OF LOT 2 PERDOC. 2005R00087032SCMHERETOFORE DEDICATEDHERETOFORE DEDICATEDPER DOC. 2004R0001227S26°29'53"W207.49'N78°57'17"W123.19'R=810.00'A=392.35'CB=N65°04'41"WR=740.00'A=199.58'CB=N71°13'42"WN51°12'06"W62.01'HEREBYVACATEDTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE 42° 18' 18.36666" NLONGITUDE 88° 16' 53.42335" WELLIPSOIDAL HEIGHT: 723.761 SFTGROUND SCALE FACTOR 1.0000593117ALL MEASUREMENTS ARE ON THE GROUND.010050 100200400REVISIONSDATENO.DESCRIPTIONNO. DATEDESCRIPTIONPREPARED 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 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB31100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWB21123210-27-2211-02-22VP04.11,656,508 SQ. FT.38.0282 ACRESPROPERTY LINEEXISTING LOT LINEBUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHEXISTING CENTERLINE(REC)RECORD DATUMFOUND IRON RODSET CONCRETE MONUMENTFOUND IRON PIPEFIPFIRFOUND CUT CROSSFCCEXISTING RIGHT-OF-WAY LINEU.E. UTILITY EASEMENTP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTSECTION CORNER10 113 2CB CHORD BEARINGA ARC LENGTHR RADIUSM.U.E. MUNICIPAL UTILITY EASEMENTR-O-W HEREBY VACATEDEASEMENT HEREBY VACATEDSCMS.S.E. SANITARY SEWER EASEMENTPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.AFTER RECORDING MAIL TO:CITY OF McHENRYOFFICE OF THE CITY CLERK333 SOUTH GREEN STREETMcHENRY, IL 60050(815)363-21001. ONCE THE PLAT SHOWN HEREON IS RECORDED AND UPON COMPLETIONOF CONSTRUCTION, 3/4" IRON PIPES WITH PLASTIC CAPS SHALL BE SET ATALL LOT CORNERS AND CHANGES IN GEOMETRY, UNLESS SHOWNOTHERWISE.2. ALL MEASUREMENTS AND DISTANCES ARE SHOWN IN FEET AND DECIMALPARTS THEREOF. ARC DISTANCES ARE ALONG ALL CURVES.3. SEE SHEET 2 OF 3 FOR LOCATION OF EXCEPTIONS TO BLANKET EASEMENT.E.T.B.E. EXCEPTION TO BLANKET EASEMENT196
E.T.B.E. M1N89°20'17"E 1275.02'S00°31'39"E 720.35'S89°28'21"W 447.32'S00°31'38"E 557.89'N63°30'10"W 516.90'N18°30'0
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49.50'N26°29'53"E 989.45'DRAINAGEEASEMENTAREA15' BUILDING LINE50' BUILDING LINE30' BUILDING LINE50' BUILDING LINE10' S.S.E.S LINE NE 1/4 SE 1/4 SEC 10-44-8S LINE NW 1/4 SE 1/4 SEC 10-44-8W LINE NE 1/4 SE 1/4 SEC 10-44-8NORTH LINE OF THE SE 1/4 OF SECTION 10-44-8EAST LINE OF SECTION 10-44-875'D.E.25' M.U.E.50'50'50'SCMBLANKET EASEMENT HEREBYGRANTED OVER ALL OF LOT 1(EXCEPT E.T.B.E.'s)20' D.E.E.T.B.E. B1E.T.B.E. B2E.T.B.E. B3E.T.B.E. B4E.T.B.E. B5E.T.B.E. B6E.T.B.E. B7E.T.B.E. B8 E.T.B.E. B9E.T.B.E. B10E.T.B.E. B11E.T.B.E. B17E.T.B.E. B16E.T.B.E. B15E.T.B.E. B14E.T.B.E. B13E.T.B.E. B18E.T.B.E. B19E.T.B.E. G1E.T.B.E. G3E.T.B.E. G2E.T.B.E. G4E.T.B.E. G5E.T.B.E. G7E.T.B.E. G6E.T.B.E. G8E.T.B.E. G9E.T.B.E. G10E.T.B.E. G11E.T.B.E. B12E.T.B.E. G17E.T.B.E. G16E.T.B.E. G12E.T.B.E. G13E.T.B.E. G15E.T.B.E. G14E.T.B.E. M2E.T.B.E. T1E.T.B.E. T210' P.U.E.25' M.U.E.EXISTING ACCESSAND PUBLIC UTILITYEASEMENT FOR THEBENEFIT OF LOT 2 PERDOC. 2005R00087032SCMHERETOFORE DEDICATEDHERETOFORE DEDICATEDPER DOC. 2004R0001227S26°29'53"W207.49'N78°57'17"W123.19'R=810.00'A=392.35'CB=N65°04'41"WR=740.00'A=199.58'CB=N71°13'42"WN51°12'06"W62.01'REVISIONSDATENO.DESCRIPTIONNO. DATEDESCRIPTIONPREPARED 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 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB32100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWB21123210-27-2211-02-22VP04.11,656,508 SQ. FT.38.0282 ACRESPROPERTY LINEEXISTING LOT LINEBUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHEXISTING CENTERLINE(REC)RECORD DATUMFOUND IRON RODSET CONCRETE MONUMENTFOUND IRON PIPEFIPFIRFOUND CUT CROSSFCCEXISTING RIGHT-OF-WAY LINEU.E. UTILITY EASEMENTP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTSECTION CORNER10 113 2CB CHORD BEARINGA ARC LENGTHR RADIUSM.U.E. MUNICIPAL UTILITY EASEMENTSCMS.S.E. SANITARY SEWER EASEMENTPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.THE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE 42° 18' 18.36666" NLONGITUDE 88° 16' 53.42335" WELLIPSOIDAL HEIGHT: 723.761 SFTGROUND SCALE FACTOR 1.0000593117ALL MEASUREMENTS ARE ON THE GROUND.010050 100200400NOT TO SCALEPROPOSED BUILDINGE.T.B.E. (EXCEPTION TO BLANKET EASEMENT)(TYP.)"E.T.B.E.'s" OR "NON EASEMENT AREAS" SHALL BE ASDEPICTED HEREIN OR OTHERWISE SHOWN ON THEPLAT. THE LIMITS OF SAID E.T.B.E.'s SHALL BEDEFINED AS THE MOST EXTERIOR FACE OF THEAS-CONSTRUCTED BUILDING FOUNDATION WALLSAND/OR AS AN AREA UNDER ROOF.LIMITS OF E.T.B.E : MOST EXTERIOR FACE OFTHE AS-CONSTRUCTED BUILDING FOUNDATIONWALLS AND/OR AN AREA UNDER ROOF.E.T.B.E. EXCEPTION TO BLANKET EASEMENTB BUILDINGG GARAGEM MAIL BOXEST TRASH COMPACTORB # BUILDING NUMBERG # GARAGE NUMBERM # MAILBOX NUMBERT # TRASH COMPACTOR NUMBER197
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 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB22100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWB21123210-27-2211-02-22VP04.1PART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.OWNER'S SCHOOL DISTRICT CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, ALL OF THE LAND LOCATED WITHIN THISPLAT OF SUBDIVISION IS LOCATED WITHIN ELEMENTARY SCHOOL DISTRICT ____________________ ANDHIGH SCHOOL DISTRICT ____________________.DATED THIS ______ DAY OF _________________________________, A.D., 20 ____.___________________________________________OWNERNOTARY CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, _________________________, A NOTARY PUBLIC IN AND FOR SAID COUNTY, IN THE STATE AFORESAID,DO HEREBY CERTIFY THAT _________________________ , PERSONALLY KNOWN TO ME TO BE THE SAMEPERSON(S) WHOSE NAME(S) ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT AS SUCH OWNER(S),APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED THE ANNEXEDPLAT OF THEIR OWN FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF _______________, 20____.______________________________________ NOTARY PUBLICPLANNING AND ZONING COMMISSION CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF McHENRY )I HEREBY CERTIFY THAT ON __________________________, 20____ THE ANNEXED PLAT WAS PRESENTEDTO AND DULY APPROVED BY THE PLANING AND ZONING COMMISSION OF THE CITY OF McHENRY, ANDTHAT SAID PLAT CONFORMS IN ALL RESPECTS TO THE REQUIREMENTS OF THE SUBDIVISION CONTROLAND DEVELOPMENT ORDINANCE OF THE CITY OF McHENRY, ILLINOIS.___________________________________________PLANNING AND ZONING COMMISSION CHAIRMANCITY ENGINEER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, ________________________________, CITY ENGINEER OF THE CITY OF McHENRY, ILLINOIS, HEREBYCERTIFY THAT 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 ___________________, A.D., 20____.___________________________________[ENGINEER'S SEAL] CITY ENGINEER___________________________________ REGISTRATION NUMBEROWNER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED IN THE ANNEXED PLAT,AND HAS CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES ANDPURPOSES THEREIN SET FORTH, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THESTYLE AND TITLES THEREON INDICATED.THE UNDERSIGNED OWNER HEREBY GRANTS AND DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THISPLAT FOR THOROUGHFARES, STREETS, ALLEYS, EASEMENTS, AND MUNICIPAL AND PUBLIC SERVICES, AND, INADDITION THERETO, SUCH OTHER LANDS THAT MAY BE SPECIFICALLY SHOWN ON THE FACT OF SAID PLAT ASHAVING BEEN DEDICATED.A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC,COMMUNICATIONS, SEWER, WATER, GAS AND DRAINAGE SERVICE IS HEREBY RESERVED FOR AND GRANTEDTO THE CITY OF MCHENRY, ILLINOIS; NORTHERN ILLINOIS GAS COMPANY; COMMONWEALTH EDISON COMPANY;AMERITECH; COMCAST; THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, JOINTLY AND SEVERALLY, TOINSTALL, OPERATE, MAINTAIN AND REMOVE, FROM TIME TO TIME, FACILITIES USED IN CONNECTION WITHUNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, SOUNDS AND SIGNALS, GAS MAINS,SEWER AND WATER MAINS AND DRAINAGE IN, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THEPROPERTY SHOWN WITHIN THE DASHED LINES ON THE PLAT AND MARKED WITH THE WORDS “EASEMENT”,"BLANKET EASEMENT", “UTILITY EASEMENT”, “DRAINAGE EASEMENT”, OR SIMILAR WORDS, TOGETHER WITHTHE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVEIMPROVEMENTS THEREON, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES AND ROOTS AS MAY BEREASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN, AND THE RIGHT TO ENTER UPON THESUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEE'SFACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED LINES MARKED AS ABOVE INDICATEDWITHOUT THE PRIOR WRITTEN CONSENT OF GRANTEES. AFTER INSTALLATION OF ANY SUCH FACILITIES, THEGRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH THEPROPER OPERATION AND MAINTENANCE THEREOF.DATED THIS DAY OF , 20 .__________________________________________[CORPORATE SEAL]NAME OF CORPORATIONBY:_______________________________________, PRESIDENTATTEST: __________________________________, SECRETARYNOTARY CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, ______________________________A NOTARY PUBLIC IN AND FOR SAID COUNTY, IN THE STATE AFORESAID, DOHEREBY CERTIFY THAT ______________________________, PERSONALLY KNOWN TO ME TO BE PRESIDENTOF ____________________ CORPORATION, AND ______________________________ PERSONALLY KNOWN TO MEBE THE SECRETARY OF THE ____________________ CORPORATION, PERSONALLY KNOWN TO ME TO BE THESAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT, APPEARED BEFORE METHIS DAY IN PERSON AND SEVERALLY ACKNOWLEDGED, THAT AS SUCH PRESIDENT AND SECRETARY OF____________________ CORPORATION, THEY HAVE SIGNED AND DELIVERED SAID INSTRUMENT OF SAIDCORPORATION AND CAUSED THE CORPORATE SEAL OF SAID CORPORATION TO BE AFFIXED THERETO,PURSUANT TO THE AUTHORITY GIVEN BY THE BOARD OF DIRECTORS OF SAID CORPORATION AS THEIR FREEAND VOLUNTARY ACT, AS THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USESAND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF , 20 __ .________________________________________[NOTARY SEAL] NOTARY PUBLICCITY TREASURER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, ___________________________, CITY TREASURER OF THE CITY OF McHENRY, ILLINOIS, DO HEREBYCERTIFY THAT THERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTSOR ANY DEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OFLAND INCLUDED IN THIS PLAT.DATED AT McHENRY, McHENRY COUNTY, ILLINOISTHIS ______ DAY OF _________________________, A.D., 20_____.___________________________________ CITY TREASURERPERMISSION TO RECORDSTATE OF ILLINOIS )) SSCOUNTY OF DUPAGE )PURSUANT TO CHAPTER 765 ILLINOIS COMPILED STATUTES, SECTION 205/2, THE UNDERSIGNEDREGISTERED ILLINOIS LAND SURVEYOR HEREBY DESIGNATES ______________________________________OF THE CITY OF McHENRY, 333 SOUTH GREEN STREET, MCHENRY ILLINOIS 60050, TO ACT IN HIS/HERPLACE AND STEAD IN PRESENTING THE FINAL PLAT OF FOX MEADOWS SUBDIVISION FOR RECORDINGWITH THE McHENRY COUNTY RECORDER OF DEEDS. SAID FINAL PLAT BEING PREPARED AND LASTREVISED BY SAID SURVEYOR ON _________________________, 20___ .DATED THIS DAY OF , A.D., 2022 .[SURVEYOR'S SEAL] ______________________________________ SIGNATURE OF SURVEYORSURVEYOR # 35-3188______________________________________STREET ADDRESS______________________________________CITY/STATE/ZIP CODE______________________________________TELEPHONE NUMBERSTATE OF ILLINOIS ) ) SSCOUNTY OF DUPAGE )THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, AN ILLINOIS REGISTERED LAND SURVEYOR NO. 3188,HAVE SURVEYED, SUBDIVIDED, AND PLATTED THE FOLLOWING DESCRIBED PROPERTY, LOCATED WITHINTHE CITY OF McHENRY, ILLINOIS , CONSISTING OF 38.0282 ACRES:LOTS 2 THROUGH 15, BOTH INCLUSIVE, AND LOT 17 AND ALL OF PATRIOT DRIVE AND AMERICAN WAY INPRAIRIE POINTE BUSINESS PARK, BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OFSECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TOTHE PLAT THEREOF RECORDED JANUARY 6, 2004 AS DOCUMENT 2004R0001227, IN McHENRY COUNTY,ILLINOIS.ALSO:LOT 1 IN PRAIRIE POINTE BUSINESS PARK RESUBDIVISION OF LOTS 16 AND 18, BEING A SUBDIVISION OFPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRDPRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF SAID RESUBDIVISION RECORDED OCTOBER 13, 2005AS DOCUMENT 2005R0087031, IN McHENRY COUNTY, ILLINOIS.AS SHOWN BY THE PLAT HEREON DRAWN, WHICH IS A CORRECT AND ACCURATE REPRESENTATION OFSAID SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. IFURTHER CERTIFY THAT ALL REGULATIONS ENACTED BY THE CITY OF McHENRY RELATIVE TO PLATS ANDSUBDIVISIONS HAVE BEEN COMPLIED WITH IN THE PREPARATION OF THIS PLAT, THAT THE PROPERTYCOVERED BY THIS PLAT OF SUBDIVISION IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA ASIDENTIFIED FOR THE CITY OF McHENRY, ILLINOIS, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCYON THE FLOOD INSURANCE RATE MAP, PANEL NO. 17111C0217J DATED 11/16/2006, AND THAT I HAVE SETALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THEPLAT ACT.THIS PROFESSIONAL SERVICE CONFORMS TO CURRENT ILLINOIS MINIMUM STANDARDS FOR BOUNDARYSURVEYS.DATED THIS DAY OF , A.D., 2022 .________________________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2024V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2023.cbartosz@v3co.comSURFACE WATER DRAINAGE CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF McHENRY )I, _________________________, OWNER, AND I, _________________________, PROFESSIONAL ENGINEER OFTHE STATE OF ILLINOIS, DO HEREBY CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEF THEDRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THIS SUBDIVISIONOR ANY PART THEREOF, OR, IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLEPROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTO PUBLICAREAS, O R DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERSWILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO ASTO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THECONSTRUCTION OF THE SUBDIVISION.DATED THIS ______ DAY OF ____________________, 20____.__________________________________ _______________________________________________OWNER REGISTERED PROFESSIONAL ENGINEER OF ILLINOIS [ENGINEER'S SEAL]COUNTY RECORDER CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF McHENRY )THIS PLAT WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF McHENRY COUNTY, ILLINOIS, ON THE______ DAY OF _______________________, A.D., 20_______ AT ________ O'CLOCK __.M. ASDOCUMENT NUMBER________________________________________________________________________COUNTY RECORDERCOUNTY CLERK CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY )I, ______________________________________, COUNTY CLERK OF McHENRY COUNTY, ILLINOIS, DO HEREBYCERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NOUNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED INTHE ANNEXED PLAT.GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK, DATED AT WOODSTOCK, ILLINOIS THIS ______DAY OF ____________________________, 20____.[COUNTY CLERK'S SEAL] __________________________________COUNTY CLERKCITY 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 CITY COUNCILOF SAID CITY AT ITS MEETING HELD ON _________________________, THAT ALL DEDICATIONS TO THE CITYOF McHENRY, ILLINOIS DEPICTED THEREON WERE ACCEPTED BY THE CITY COUNCIL ON SAID DATE, ANDTHAT THE REQUIRED BOND OR OTHER GUARANTEE HAS BEEN POSTED FOR THE COMPLETION OF THEIMPROVEMENTS REQUIRED BY THE REGULATIONS OF SAID CITY.IN WITNESS THEREOF I HAVE SET MY HAND AND SEAL OF THE CITY OF McHENRY, ILLINOIS, THIS ______DAY OF ___________________, A.D., 20_____.{CITY SEAL} ___________________________________ CITY CLERKCASH CONTRIBUTION TO THE CITY OF McHENRYSTATE OF ILLINOIS )) SSCOUNTY OF McHENRY )AS A CONDITION OF APPROVAL OF THE BLAT OF SUBDIVISION, THE UNDERSIGNED OWNER AGREES WITHTHE CITY OF McHENRY, ILLINOIS AND ALL PARTIES WHO SHALL HEREAFTER ACQUIRE FROM THESUBDIVIDER ANY LAND DESCRIBED IN THIS PLAT SHALL BE TAKEN AND HELD TO AGREE WITHTHE CITY OF McHENRY, ILLINOIS, TO COMPLY WITH THE TERMS AND PROVISIONS CONTAINED INPARAGRAPH H OF SECTION V OF THE SUBDIVISION CONTROL ORDINANCE OF THE CITY OF McHENRY,ILLINOIS, RELATING TO THE PAYMENT OF FEES FOR PARK, RECREATIONAL, SCHOOL AND LIBRARYPURPOSES.NOTICE IS HEREBY GIVEN TO ALL PERSONS, INCLUDING CORPORATIONS, WHO ACQUIRE ANY LAND FROMTHE SUBDIVIDER HEREOF, THAT NO APPLICATION FOR A BUILDING PERMIT FOR A RESIDENTIAL DWELLINGUNIT WILL BE ISSUED BY THE CITY OF McHENRY, ILLINOIS, UNLESS THE AFORESAID CASH CONTRIBUTIONHAS BEEN PREVIOUSLY PAID TO THE CITY OF McHENRY, ILLINOIS, IN CONNECTION WITH THE LAND TOWHICH THE APPLICATION FOR BUILDING PERMIT RELATES.IN WITNESS THEREOF, THE UNDERSIGNED OWNER HAS HEREUNTO SIGNED AND SEALED THISINSTRUMENT THIS ______ DAY OF ____________________, 20____._______________________________________OWNER3188PROFESSIONALSURVEYORSTATE OFILLINOISLAND3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDEASEMENT VACATION APPROVED AND ACCEPTEDCOMMONWEALTH EDISON COMPANYBY:________________________________________TITLE: _____________________________________ DATE: ____________________AMERITECHBY:________________________________________TITLE: _____________________________________ DATE: ____________________NORTHERN ILLINOIS GAS COMPANYBY:________________________________________TITLE: _____________________________________ DATE: ____________________CABLE TVBY:________________________________________TITLE: _____________________________________ DATE: ____________________198
8
EXHIBIT C
x Final Engineering Plans for Off-Site Improvements at Fox Meadows dated January
24, 2023 on file at Community Development Department
x Engineer’s Opinion of Probable Cost (EOPC) – IL-31 & Veterans’ Parkway Signal
Improvements dated
x Staff Engineer’s Memorandum dated September 30, 2022
199
PROJECT TEAMOWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Dwayne Gillian, P.E.dgillian@v3co.comProject Engineer: Randy Andersen, P.E.randersen@v3co.comMcHENRY, ILLINOISTITLE SHEETGENERAL NOTES, LEGEND AND ABBREVIATIONSSPECIFICATIONSOVERALL LAYOUT PLANDEMOLITION PLANDEMOLITION PLANLAYOUT AND PAVING PLANLAYOUT AND PAVING PLANLAYOUT AND PAVING PLANGRADING PLANGRADING PLANEROSION CONTROL PLANEROSION CONTROL PLANEROSION CONTROL DETAILSSANITARY SEWER PLAN AND PROFILESANITARY SEWER PLAN AND PROFILECONSTRUCTION DETAILSCONSTRUCTION DETAILS0.01.01.12.03.13.24.14.24.35.15.26.16.26.37.17.28.08.1Cunat, Inc.5400 W. Elm St. Suite 110McHenry, IL 60050815 385 3192Contact: Stefanie SpitsonCIVIL ENGINEERING PLANSOFF-SITE IMPROVEMENTS AT FOX MEADOWSINDEXN:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\0.0 Tsht211232.01.dwg1/24/2023PROJECTLOCATION TITLE SHEETOFF-SITE IMPROVEMENTS ATFOX MEADOWSBENCHMARKSLOCATION MAPVICINITY MAPPROFESSIONAL ENGINEER'S CERTIFICATION FINAL ENGINEERING PLANSPROJECTLOCATION200
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\1.0 Gal211232.01.dwgGENERAL NOTES LEGEND ANDABBREVIATIONSOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneGENERAL NOTES1. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY ANDHORIZONTAL CONTROL SHOWN ON THE DRAWINGS WEREOBTAINED FROM A SURVEY PREPARED BY:VANDERSTAPPEN LAND SURVEYING, INC.1316 N. MADISON STREETWOODSTOCK, ILLINOIS 60098COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THESURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TOFAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.2. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESEDRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYSAND RECORDS. THEREFORE, THEIR LOCATIONS ANDELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICHARE NOT PRESENTLY KNOWN.3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES ANDFACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ORDERING MATERIAL AND STARTING WORK.4. ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLICAGENCY PERMITS PRIOR TO STARTING WORK. THECONTRACTOR, BY USING THESE PLANS FOR THEIR WORK,AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THEMUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THEOWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIESFROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS,DAMAGES, AND THE COST OF DEFENSE ARISING OUT OFCONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBEDHEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THEOWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES ANDAGENTS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS FOR CONSTRUCTION ALONG ORACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTORSHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,SHORING AND OTHER REQUIRED PROTECTION OF ALLROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTORSHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETSOR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALLMAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THEOWNER OF THE ROADWAY.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASES OFCONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BEPROVIDED IN ACCORDANCE WITH THE IDOT STANDARDSPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BEDONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES."8. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS,ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCEWITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBYMADE A PART HEREOF:a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.b. ”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS," LATEST EDITION.c. ILLINOIS RECOMMENDED STANDARDS FOR SEWAGEWORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION.d. THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDSTANDARDS OF THE CITY OF McHENRY.e. THE NATIONAL ELECTRIC CODE.f. THE ILLINOIS ACCESSIBILITY CODE.g. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OFSOILS BEING EXPORTED FROM THE SITE AND APPROPRIATEDISPOSAL SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARDTO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.9. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCINGANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRINGINSPECTION.10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER IDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINEDTHROUGHOUT THE CONSTRUCTION PERIOD. ALL TREESIDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGEINCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING,FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OFTREES UNLESS OTHERWISE INDICATED.11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATIONOF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OFEACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THECONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HASBEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN.12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHEREHIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES ANDADJACENT PROPERTY IN ACCORDANCE WITH THE CITY OFMcHENRY MUNICIPAL CODE AND IDOT REQUIREMENTS.13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ONTHE DAY PRECEDING A HOLIDAY OR A WEEKEND.14.ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVALBEFORE COMMENCEMENT OF PAVEMENT REMOVAL.15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR ASPART OF THE BASE CONTRACT.16. NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT THE JOINT UTILITY LOCATION INFORMATIONFOR EXCAVATORS, "J.U.L.I.E." AT 1-800-892-0123. LOCALGOVERNMENT AGENCIES SHOULD BE CONTACTED BY THECONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITYLOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION.18. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTINGUTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCHUTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BECOORDINATED AND PERFORMED BY THE CONTRACTOR INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OFTHE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES,UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN INSERVICE ARE UNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISIONDATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION ANDSEDIMENTATION CONTROL AS DETAILED IN THE STORM WATERPOLLUTION PREVENTION PLAN.21. ALL CURB RADII REFER TO BACK OF CURB.22. ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTIONSHALL BE RESTORED IN CONFORMANCE WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTIONAND SHALL BE INCIDENTAL TO THE CONTRACT.23. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTEDFROM DAMAGE AND IF DAMAGED, SHALL BE REPLACEDPROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY ORIDOT STANDARD SPECIFICATIONS IN MATERIALS ANDWORKMANSHIP.24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FORROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OFPROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) ORTOPSOIL AS INDICATED ON DRAWINGS.25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPONREQUEST.26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON ASPERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURINGAND UNDERCUTTING BY STORM WATER RUNOFF.27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENTABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BECONSTRUCTED BY MILLING AND SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE BITUMINOUS SURFACECOURSE.28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE END OFTHE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH ANDLOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDEUNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS ANDMANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIRCOST.31. ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENTARE TO BE ADJUSTED OR RECONSTRUCTED BY THECONTRACTOR TO THE UTILITY OWNER'S SATISFACTION.ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ONTHE PLANS SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS ANDTO THE SATISFACTION OF THE UTILITY OWNER.33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THEDETAILS OF THE PLANS FOR ALL UTILITY LINES (OR ASOTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACEDAND COMPACTED PER THE MUNICIPALITY AND IDOTSPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDEREDINCIDENTAL TO THE UTILITY WORK.34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE.35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANEDAND INSPECTED TO THE SATISFACTION OF THE AUTHORITYHAVING JURISDICTION. THE COST OF THIS WORK SHALL BECONSIDERED INCIDENTAL TO THE CONTRACT.36. THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC,GAS AND IRRIGATION SERVICES. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FORTHESE UTILITIES AND SHALL COORDINATE AND PROVIDECONDUIT CROSSINGS AS REQUIRED. THIS COORDINATIONSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANYCONFLICTS IN UTILITIES SHALL BE CORRECTED BY THEGENERAL CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TOJOIN PIPES OF DISSIMILAR MATERIAL.38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALLCONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL ANDCLIENT REQUIREMENTS FOR USE IN PREPARING RECORDDRAWINGS.39.THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICELINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THEVILLAGE STANDARDS.40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINGANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BEINCIDENTAL TO THE CONTRACT.41. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINEDFROM THE OWNER. ANY BRACING, SHEETING OR SPECIALCONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALLTHE PROPOSED IMPROVEMENTS SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONALSOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'SOPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE ATTHE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLOBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESSTHE SITE TO CONDUCT A SUPPLEMENTAL SOILSINVESTIGATION.42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSEDDRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THISCANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIREDWITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THEORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONALCONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILEFOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BYTHE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRSSHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACTAND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESOR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS ORFOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTIONOF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS AND SPECIFICATIONS.XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONESOIL BORINGTELEPHONE MANHOLECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB POST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTFIRE HYDRANTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDDESCRIPTIONSTORMWATER FLOW DIRECTIONSANITARY SEWERSTORM SEWERSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEGATE VALVE IN VALVE VAULTREVISION DELINEATIONSTORMWATER OVERFLOW ROUTEVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)TREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADUTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEMONITORING WELLCONSTRUCTION LIMIT LINEREVERSE PITCHED CURBRETAINING WALLTREE PROTECTION FENCECURB & GUTTERDEPRESSED CURB & GUTTERDITCH CHECKBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONUTILITY CROSSING LABELINLET FILTER BASKETRIP RAPBOLLARDBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWM DUCTILE IRON WATER MAINDIAMETERF/G FINISHED GRADEF-F FACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPL LEFTMH MANHOLENWL NORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT/CT/PTOP OF PIPETYP TYPICALVERTICALWATER MAINWMELEVATIONEJEXPANSION JOINTPPPOWER POLEPORTLAND CEMENT CONCRETEVCVERTICAL CURVEENNORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOLOPEN LIDF & G FRAME & GRATETYTYPECLCLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/P EDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDW HEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCP REINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELFLINEAL FEETSFSILTATION FENCELOW POINT OR LIGHT POLEBV/VV BUTTERFLY VALVE IN VALVE VAULTBLDG BUILDINGINCLDIP DUCTILE IRON PIPEEX.PGL PROFILE GRADE LINEPVT POINT OF VERTICAL TANGENCYRADIUS OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB STORM STRUCTURE OR STORM SEWERHDCP HANDICAPON CENTERUPUTILITY POLEMW MONITORING WELLT/W TOP OF WALLMATCH EXISTINGF & OLF & CL FRAME & CLOSED LIDFRAME & OPEN LIDCOCLEAN OUTB/P BOTTOM OF PIPEAARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12SFCLLVCP VITRIFIED CLAY PIPEC01PROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONS201
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\1.0 Gal211232.01.dwgSPECIFICATIONSOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSPECIFICATIONSEARTHWORK1. THE GRADING OPERATIONS ARE TO BE INSPECTED BY A THIRDPARTY SOILS ENGINEER. THE CONTRACTOR'SREPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANYUNSUITABLE SOIL REMOVAL AND MUST APPROVE, IN WRITING,ANY REMEDIATION. BOTH THE CONTRACTOR AND SOILSENGINEER MUST BE PRESENT DURING REMEDIATION.2. THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANSARE FINISH GRADE. A MINIMUM OF 4 INCHES OF TOPSOIL IS TOBE PLACED BEFORE FINISH GRADE ELEVATIONS AREACHIEVED, UNLESS OTHERWISE NOTED.3. THE SURFACE VEGETATION, TOPSOIL, TRANSITIONALMATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOIL SHALLBE STRIPPED FROM ALL AREAS TO RECEIVE STRUCTURAL FILL.IF THE UNDERLYING SUBGRADE IS FOUND TO BE UNSUITABLEFOR PROPER COMPACTION, CONTRACTOR TO CONSULT WITHSOILS ENGINEER PRIOR TO REMEDIATION.4. EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY,BUILDING AND OTHER STRUCTURAL CLAY FILL AREAS SHALL BECOMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY INACCORDANCE WITH ASTM SPECIFICATION D1557 (MODIFIEDPROCTOR METHOD), OR TO SUCH OTHER DENSITY AS MAY BEDETERMINED APPROPRIATE BY THE SOILS ENGINEER, THEAUTHORITY HAVING JURISDICTION, AND THE CONTRACTOR.5. ALL PAVEMENT SUBGRADE SHALL MEET THE REQUIREMENTSDETERMINED BY THE SOILS ENGINEER AND DOCUMENTED INTHE GEOTECHNICAL REPORT. IF AREAS OF PAVEMENTSUBGRADE ARE ENCOUNTERED WHICH DO NOT MEET THESEREQUIREMENTS, SUBGRADE REPLACEMENT OR PAVEMENTDESIGN REVISIONS SHALL BE PROVIDED WHICH ARE ADEQUATETO OBTAIN EQUIVALENT PAVEMENT STRENGTH ASDETERMINED BY THE ENGINEER, SOILS ENGINEER, AND THEAUTHORITY HAVING JURISDICTION.6. COMPLETED GRADING (FINISHED FINE GRADE) FOR PROPOSEDPAVEMENT SUBGRADE AREAS, BUILDING PADS, AND OPENSPACE AREAS SHALL BE WITHIN A 0.1' TOLERANCE OF DESIGNSUBGRADE.7. THE SUBGRADE FOR PROPOSED STREET AND PAVEMENTAREAS SHALL BE PROOF-ROLLED BY THE SUBCONTRACTOR INTHE PRESENCE OF THE JURISDICTIONAL INSPECTOR,CONTRACTOR, AND SOILS ENGINEER.8. BORROW PIT LOCATION(S) SHALL BE APPROVED BY THEOWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.SANITARY SEWER1. SANITARY SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC)CONFORMING TO ASTM D2241 WITH AN SDROF 26 WITH ELASTOMETRIC GASKET JOINTSCONFORMING TO ASTM D3139.2. MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES, WITHAPPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAILSHEETS). LIDS SHALL BE IMPRINTED “SEWER”.3. ALL SANITARY SEWER SHALL BE TESTED FORLEAKAGE AND DEFLECTION IN ACCORDANCE WITH SECTION31-1.12 AND 31-1.13 OF THE STANDARDSPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS.4. ALL SANITARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSM C1244.5. CONTRACTOR SHALL VERIFY THAT THE TESTING METHODSDESIGNATED HEREIN ARE ACCEPTABLE TO LOCALAUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. IFTHE LOCAL JURISDICTION HAS MORE STRINGENT TESTINGREQUIREMENTS THE CONTRACTOR SHALL ADHERE TO THEMORE STRINGENT REQUIREMENTS. THE COST SHALL BEINCIDENTAL TO THE CONTRACT.IEPA CROSSING REQUIREMENTS1.HORIZONTAL SEPARATION:A. WATERMAINS SHALL BE LAID AT LEAST TEN FEETHORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN,STORM SEWER, SANITARY SEWER OR SEWER SERVICECONNECTION.B. WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO ASEWER LINE WHEN: I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET;II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVE THECROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER.C.BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING THE REQUIREMENTS OFSECTION 653.111 WHEN IT IS IMPOSSIBLE TO MEET (A) OR(B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURETESTED TO THE MAXIMUM EXPECTED SURCHARGE HEADBEFORE BACKFILLING.2.VERTICAL SEPARATION:I. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18INCHES ABOVE THE CROWN OF THE DRAIN OR SEWERWHENEVER WATERMAINS CROSS STORM SEWERS,SANITARY SEWERS OR SEWER SERVICE CONNECTIONS.THE VERTICAL SEPARATION SHALL BE MAINTAINED FORTHAT PORTION OF THE WATERMAIN LOCATED WITHIN TENFEET HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED.A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVERTHE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANTFROM THE SEWER OR DRAIN.J. BOTH THE WATERMAIN AND SEWER SHALL BECONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING REQUIREMENTS OF SECTION653.111 WHEN:I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE;ORII. THE WATERMAIN PASSES UNDER A SEWER DRAIN.K. A VERTICAL SEPARATION OF 18 INCHES BETWEEN THEINVERT OF THE SEWER OR DRAIN AND THE CROWN OF THEWATERMAIN SHALL BE MAINTAINED WHERE A WATERMAINCROSSES UNDER A SEWER. SUPPORT THE SEWER ORDRAIN LINES TO PREVENT SETTLING AND BREAKING THEWATERMAIN.L. CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THECROSSING UNTIL THE NORMAL DISTANCE FROM THEWATERMAIN TO THE SEWER OR DRAIN LINE IS ATLEAST TEN FEET.PAVING1. BASE COURSE SHALL BE AGGREGATE BASE COURSE,CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE PLANSFOR THICKNESS).2. SURFACE COURSE AND BINDER COURSE SHALL BE HOT-MIXASPHALT (HMA) CONFORMING TO IDOT STANDARDSPECIFICATIONS (SEE PLANS FOR THICKNESS).3. CURB & GUTTER AND SIDEWALK SHALL BE CLASS SI PORTLANDCEMENT CONCRETE CONFORMING TO IDOT STANDARDSPECIFICATIONS.4. SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OFDESIGN SUBGRADE ELEVATIONS BY THE EARTHWORKCONTRACTOR. FINE GRADING FOR PAVEMENTS ANDSIDEWALKS SHALL BE THE RESPONSIBILITY OF THE PAVINGCONTRACTOR.5. AGGREGATE BASE COURSES SHALL BE PRIMED AT THE RATEOF 0.25 TO 0.50 GALLONS PER SQUARE YARD AND BRICK,CONCRETE, OR HMA BASES SHALL BE PRIMED AT THE RATE OF0.05 TO 0.10 GALLONS PER SQUARE YARD WITH LIQUIDASPHALT CONFORMING TO THE IDOT STANDARDSPECIFICATIONS AND APPROPRIATE FOR PREVAILINGWEATHER AND SITE CONDITIONS. PRIME COAT AND CLEANINGTHE EXISTING SURFACE SHALL BE CONSIDERED AS INCIDENTALTO THE CONTRACT.6. PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLYCOMPACTED SUBGRADE MEETING THE REQUIREMENTS OF THESTANDARD SPECIFICATIONS AND RECOMMENDATIONS OF THEGEOTECHNICAL CONSULTANT. PRIOR TO PLACEMENT OF THENEW PAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLEDWITH A FULLY LOADED TANDEM AXLE DUMP TRUCK (MINIMUM20 TONS). PROOF ROLLING SHALL BE WITNESSED BY THEGEOTECHNICAL CONSULTANT.7. SIDEWALKS SHALL BE OF THE THICKNESS AND DIMENSIONS ASSHOWN IN THE CONSTRUCTION PLANS. CONTRACTION JOINTSSHALL BE SET AT 5' CENTERS AND ½ INCH PREMOLDED FIBEREXPANSION JOINTS SHALL BE SET AT 50' CENTERS AND WHERETHE SIDEWALK MEETS THE CURB, A BUILDING, OR AT THE ENDOF EACH POUR. ALL SIDEWALKS CONSIDERED TO BEACCESSIBLE ROUTES AS DEFINED BY THE AMERICANS WITHDISABILITIES ACT (ADA) SHALL BE SUBJECT TO ILLINOISACCESSIBILITY CODE (IAC) REQUIREMENTS, UNLESSOTHERWISE NOTED.8. TESTING OF THE SUBBASE, BASE COURSE, BINDER COURSE,SURFACE COURSE, AND CONCRETE WORK SHALL BE REQUIREDIN ACCORDANCE WITH IDOT STANDARD SPECIFICATIONS AND INACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF THEAUTHORITY HAVING JURISDICTION. A QUALIFIED TESTING FIRMSHALL BE EMPLOYED TO PERFORM THE REQUIRED TESTS.9. ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TOBE STAGGERED.202
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\2.0 Lay211232.01.dwg1/24/2023OVERALL LAYOUT PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneEXISTING EDGEOF PAVEMENTFOX MEADOWS203
KEY MAPN:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\3.1 Demo211232.01.dwg1/24/2023DEMOLITION PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE BELOW FOR CONTINUATIONSEE ABOVE FOR CONTINUATIONSEE SHEET 3.2 FOR CONTINUATIONDEMOLITION LEGENDITEM TO BE REMOVEDMISCELLANEOUS ITEM TO BE REMOVEDSAWCUT LINEASPHALT PAVEMENT TO BE REMOVEDAND REPLACED WITH FULL DEPTH PATCHTREE PROTECTION FENCEEXISTING BUILDING TO BE REMOVEDCONCRETE TO BE REMOVED(DRIVEWAYS, PATIOS, SIDEWALKS, ETC.)GRAVEL ROADWAY TO BE REMOVEDEXISTING PRAIRIEPOINTE DETENTIONFOX MEADOWSFOX MEADOWS204
KEY MAPN:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\3.1 Demo211232.01.dwg1/24/2023DEMOLITION PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE SHEET 3.1 FOR CONTINUATIONNOTES:1. THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THE CONSTRUCTIONDOCUMENTS. SPECIFIC DEMOLITION PROCESSES OR PROCEDURES FOR DEMOLITION ANDSTRUCTURAL CONSIDERATIONS ARE THE RESPONSIBILITY OF OTHERS. DEMOLITIONINCLUDES, BUT IS NOT LIMITED TO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWINGITEMS:xSIDEWALK AND ON-SITE PAVEMENTxUTILITIESxCONSTRUCTION DEBRIS2. ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAIN SHALL BESAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TO OBTAIN A "CLEAN" JOINTWHERE IT ABUTS NEW CURB OR PAVEMENT.3. CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER AND GEOTECHNICALENGINEER FOR THE MATERIAL TYPE AND USE IF CONTRACTOR DESIRES TO REUSEDEMOLISHED SITE PAVEMENT AS STRUCTURAL FILL.4. ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED AS WORKPROGRESSES AND AS APPROVED BY THE OWNER. SALVAGED ITEMS MUST BETRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE OR SALE OF REMOVEDITEMS ON SITE WILL NOT BE PERMITTED.5. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH A MANNER TOENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENTFACILITIES.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS, PAVEMENTSAND UTILITIES TO REMAIN FROM ANY DAMAGE AND SHALL BE RESPONSIBLE FORREPAIRING THE SAME.7. EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEING DEMOLISHED,ARE TO BE KEPT IN SERVICE AND PROTECTED AGAINST DAMAGE DURING DEMOLITIONOPERATIONS. CONTRACTOR SHALL ARRANGE FOR SHUT-OFF OF UTILITIES SERVINGSTRUCTURES TO BE DEMOLISHED. CONTRACTOR IS RESPONSIBLE FOR TURNING OFF,DISCONNECTING, AND SEALING INDICATED UTILITIES BEFORE STARTING DEMOLITIONOPERATIONS.8. EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDS AND FILLEDWITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIES TO BE REMOVED ARE TOHAVE THEIR TRENCHES BACKFILLED WITH ENGINEERED FILL OR SELECT EXCAVATEDMATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER, TO 95% OF MODIFIEDPROCTOR DENSITY.9. ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS) SHALL BEREMOVED AND RELOCATED PER THE UTILITY OWNER AND THE LOCAL MUNICIPALITY'SREQUIREMENTS.10. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND AND OVERHEADUTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SHALL BE COORDINATED WITHTHE RESPECTIVE UTILITY OWNER AND THE GOVERNING MUNICIPALITY. DAMAGEDCABLES/CONDUITS SHALL BE REPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TOREMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALLDAMAGED STRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COSTSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.11. REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BE COMPLETEDAS GENERALLY DEPICTED ON THESE PLANS. CONTRACTOR TO COORDINATERELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALL MINIMIZE DISRUPTION OFSERVICE AND SHALL WORK WITH UTILITY OWNER TO MAINTAIN AN ACCEPTABLE LEVEL OFSERVICE.12. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TOMINIMIZE DUST AND DIRT FROM RISING AND SCATTERING IN THE AIR. COMPLY WITH ALLGOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.13. DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALMANNER.14. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION TOTHE FINAL LINES AND GRADES SHOWN ON THE CONTRACT DOCUMENTS. BACKFILLMATERIAL SHALL BE IDOT APPROVED AGGREGATE (CA-6) OR APPROVED EQUAL.15. THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUND STORAGE TANKS.SHOULD UNDERGROUND STORAGE TANKS BE ENCOUNTERED, CONTRACTOR TOCONTACT OWNER AND ENGINEER TO DETERMINE RESPONSIBILITY FOR ANYENVIRONMENTAL REMEDIATION OR REMOVAL WORK AS NECESSARY. ANY REMOVAL OFUNDERGROUND STORAGE TANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATESTANDARDS.16. SEE SHEET 7.1 AND 7.2 FOR DEMOLITION AND ABANDONING ITEMS FOR PROPOSEDSANITARY SEWER.205
KEY MAPNOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.3. SEE CROSSWALK STRIPING DETAILS ON 8.0.PAVING LEGENDCONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6ASPHALT WALKING PATH2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6EX. DEPRESSED CURBN:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\4.1 Lay211232.01.dwg1/24/2023LAYOUT AND PAVING PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE BELOW FOR CONTINUATIONSEE ABOVE FOR CONTINUATIONSEE 4.2 FOR CONTINUATIONEDGE OF PAVEMENTEXISTING PRAIRIEPOINTE DETENTIONFOX MEADOWSFOX MEADOWS206
KEY MAPNOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.3. SEE CROSSWALK STRIPING DETAILS ON 8.0.PAVING LEGENDCONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6ASPHALT WALKING PATH2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6EX. DEPRESSED CURB.N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\4.1 Lay211232.01.dwg1/24/2023LAYOUT AND PAVING PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE SHEET 4.1207
KEY MAPNOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.3. SEE CROSSWALK STRIPING DETAILS ON 8.0.PAVING LEGENDCONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6ASPHALT WALKING PATH2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6EX. DEPRESSED CURBN:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\4.1 Lay211232.01.dwg1/24/2023LAYOUT AND PAVING PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneVETERANS PARKWAY AND CHARMAR LANE INTERSECTIONVETERANS PARKWAY AND DOOLIN AVENUE INTERSECTION208
KEY MAPKEY MAPNOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3 PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES EDGE OF PAVEMENT ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\5.1 Grd211232.01.dwg1/24/2023GRADING PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE BELOW FOR CONTINUATIONSEE ABOVE FOR CONTINUATIONSEE SHEET 5.2 FOR CONTINUATIONEXISTING PRAIRIEPOINTE DETENTIONFOX MEADOWS209
KEY MAPNOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3 PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES EDGE OF PAVEMENT ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\5.1 Grd211232.01.dwg1/24/2023GRADING PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE SHEET 5.1 FOR CONTINUATIONIE: 817.80IE: 818.00BOX CULVERTSEE DETAILSHEET 8.1210
KEY MAPNOTES:1.CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK. CONTRACTOR TOMAINTAIN SILT FENCE AS SHOWN AND INSTALL ADDITIONALSILT FENCE WHEREVER NECESSARY THROUGHOUTCONSTRUCTION ACTIVITIES TO MINIMIZE SOIL EROSION.2. CONTRACTOR TO INSTALL INLET PROTECTION ON ALL OPENLID STRUCTURES. SEE INLET PROTECTION DETAIL ONSHEET 6.4.3. ALL SEDIMENT AND EROSION CONTROL MEASURES IN ANDAROUND THE PROPOSED IMPROVEMENTS ARE TO REMAININ PLACE AND TO BE MAINTAINED THROUGHOUTCONSTRUCTION ACTIVITIES UNTIL THE PROPOSEDIMPROVEMENTS ARE COMPLETED AND THE SITEADEQUATELY STABILIZED.4. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BY V3COMPANIES. THE CONTRACTOR IS RESPONSIBLE FORIMPLEMENTING THE PROVISIONS INDICATED IN THE SWPPP,INCLUDING EROSION CONTROL MEASURES ANDINSPECTION FREQUENCY, AS REQUIRED BY THE IEPANPDES PHASE II PERMIT PROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDN:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\6.1 Ero211232.01.dwg1/24/2023EROSION CONTROL PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE BELOW FOR CONTINUATIONSEE ABOVE FOR CONTINUATIONSEE 6.2 FO
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KEY MAPNOTES:1.CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK. CONTRACTOR TOMAINTAIN SILT FENCE AS SHOWN AND INSTALL ADDITIONALSILT FENCE WHEREVER NECESSARY THROUGHOUTCONSTRUCTION ACTIVITIES TO MINIMIZE SOIL EROSION.2. CONTRACTOR TO INSTALL INLET PROTECTION ON ALL OPENLID STRUCTURES. SEE INLET PROTECTION DETAIL ONSHEET 6.4.3. ALL SEDIMENT AND EROSION CONTROL MEASURES IN ANDAROUND THE PROPOSED IMPROVEMENTS ARE TO REMAININ PLACE AND TO BE MAINTAINED THROUGHOUTCONSTRUCTION ACTIVITIES UNTIL THE PROPOSEDIMPROVEMENTS ARE COMPLETED AND THE SITEADEQUATELY STABILIZED.4. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BY V3COMPANIES. THE CONTRACTOR IS RESPONSIBLE FORIMPLEMENTING THE PROVISIONS INDICATED IN THE SWPPP,INCLUDING EROSION CONTROL MEASURES ANDINSPECTION FREQUENCY, AS REQUIRED BY THE IEPANPDES PHASE II PERMIT PROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDN:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\6.1 Ero211232.01.dwg1/24/2023EROSION CONTROL PLANOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE SHEET 6.1 FOR CONTINUATION212
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\6.1 Ero211232.01.dwg1/24/2023EROSION CONTROL DETAILSOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneCOIR LOG / SEDIMENT TRAPPLAN VIEWSECTIONCREATE CONTINUOUS BARRIERBETWEEN COIR LOGFLARED END SECTION2" x 2" STAKESINSTALLED INCOIR LOGFLOWNOTES:1. COIR LOGS TO BE STAKED, OR OTHERWISE ANCHORED, IF NECESSARY.2. COIR LOGS SHALL BE PLACED WITH ENDS TIGHTLY ABUTTING THEADJACENT CORES.3. EACH COIR LOG SHALL BE FIRMLY EMBEDDED IN THE SOIL.4. INSPECTION SHALL BE FREQUENT AND AFTER RAIN EVENTS, REPAIR ORREPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.5. COIR LOGS SHALL BE REMOVED AS DIRECTED BY ENGINEER.18" MINIMUMFES #W1 W2 La dROCK GRADATIONRIP RAP SIZING TABLESIZEFES 112"3.75' 15.25' 14' 15" RR-3BOX CULVERT12"10' 15.25' 20' 15" RR-4RIERARY.R ORFOR PAVEMENT AREAS ONLY213
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\7.1 SanProf211232.01.dwg1/24/2023SANITARY PLAN AND PROFILEOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE 7.2 FOR CONTINUATIONSEE 7.2 FOR CONTINUATION214
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\7.1 SanProf211232.01.dwg1/24/2023SANITARY PLAN AND PROFILEOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSEE 7.1 FOR CONTINUATIONSEE 7.1 FOR CONTINUATION215
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\8.0 Det211232.01.dwg1/24/2023 CONSTRUCTION DETAILSOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneGUTTER WRAP - AROUNDBBAB BA
ASECTIONSA-A. DEPRESSED CURB & GUTTERB-B. BARRIER CURB & GUTTER(SEE STATE STANDARDS)3' MIN. TRANSITION FROMBARRIER CURB TODEPRESSED CURBR=25' MIN.DITCH FLOW LINE3' MIN. TRANSITION FROMBARRIER CURB TODEPRESSED CURBR=25' MIN.NEW PAVED SHOULDERDITCH FLOW LINEEXPANSION JOINT3'MAX.2'MIN.3'MAX.2'MIN.PAVED SHOULDERA
STONE SHOULDERCONTRACTION JOINT DETAILEXPANSION JOINT DETAILNOTE:UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE 5'-0" O.C.AND EXPANSION JOINTS TO BE 40' O.C. MAX., OR AT BACK OF CURB, CHANGEOF DIRECTION, OTHER WALK, UTILITY APPURTENANCE, OR FACE OF STRUCTURE.COMPACTEDSUBGRADE(TYPICAL)4" AGGREGATEBASE (CA-6)5" P.C.CCONCRETE SIDEWALK JOINT SEALANTHOLD DOWN 0.125"18" RPREMOLDED FILLER18" R18" TOOLED JOINT (MIN.)1 14"12"NOTE:1. PAVEMENT TO MATCH PROPOSED SECTION AS INDICATED ON PLANS.BUTT JOINT_" BITUMINOUS SURFACE COURSE_" BITUMINOUS BINDER COURSE_" AGGREGATE BASE CA-6_" COMPACTED SUBGRADE6'BUTT JOINTEXISTINGPAVEMENTBDA & CA & C(PLAN VIEW)EXIST. C & GA SAW CUT EXISTING PAVEMENTB REMOVE EXISTING CURB AND GUTTERC ADD EXPANSION JOINT AND DOWEL BARD CONSTRUCT NEW CURB TO MATCH EXISTING ELEVATIONS.216
45°WATER MAIN CROSSINGNOTES:1. CONTRACTOR MAY BEND WATER MAIN PIPE UNIFORMLY UNDER SEWERSWITHOUT USING FITTINGS PROVIDED THAT JOINT DEFLECTION DOES NOTEXCEED 5 DEGREES PER JOINT FOR PIPE UNDER 14" IN SIZE AND 3 DEGREESPER JOINT FOR PIPE 14" AND OVER IN SIZE. IF FITTINGS ARE USED,CONTINUOUS STRAPPING WITH RODS, STRAPS, NUTS AND BOLTS BELOWNORMAL WATER MAIN DEPTH ARE REQUIRED OR RETAINER GLANDS MAY BEUSED IN LIEU OF STRAPPING. RETAINER GLANDS TO BE CLOW NO. F-1058, ORAPPROVED EQUAL.2. COMPACTED MATERIAL BELOW SEWER SHALL CONFORM TO STANDARDSPECIFICATION FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS STD.DWG. NO. 20. AND 233. HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS ANDSEWERS SHALL COMPLY WITH SECTION 41-2.01 OF THE STANDARDSPECIFICATIONS FOR SEWERS AND WATER MAIN CONSTRUCTION INILLINOIS, LATEST EDITION.COMPACTED SELECT EXCAVATEDCLASS IV MATERIAL (SEE NOTE NO. 4)PROPOSEDD.I.W.M.GRAVITY SEWER TO BE WATER MAINQUALITY PRESSURE PIPE FOR ADISTANCE 10' ON EITHER SIDE OF THEOUTSIDE WALL OF THE WATER MAIN.EXISTING OR PROPOSED GRADE10'MIN.10'MIN.3'18"MIN. MIN.4"MIN.5' 6"NON-PAVED AREASPAVED AREASNOTES:1. EXCAVATION LINE : PIPE SIZES UP TO 24", USE I.D. PLUS 20" PIPE SIZES OVER 24", USE O.D. PLUS 24"2. LIMITS OF TRENCH GRANULAR BACKFILL SHALL EXTEND 2' OUTSIDE ALL PAVED AREAS.3. BEDDING MATERIAL FOR PVC PIPE INSTALLATION SHALL COMPLY WITH ASTM D-2321-89, CLASS IA OR IB.TRENCH BACKFILL SECTIONSFOR PVC SANITARY SEWERPAVEMENT STRUCTUREGROUND SURFACEPAVEMENTSUBGRADEEXCAVATION LINESEE NOTE 112"SEE NOTE 1SEE NOTE 1SELECTEXCAVATEDMATERIAL12"COMPACTEDGRANULARBACKFILL(CA-6)COMPACTEDBEDDINGMATERIAL(CA-7)COMPACTEDBEDDNGMATERIAL(CA-7)4" IN EARTH CUT6" IN ROCK CUTN:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\8.0 Det211232.01.dwg1/24/2023 CONSTRUCTION DETAILSOFF-SITE IMPROVEMENTS ATFOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneGRATE FOR FLARED END SECTIONAPRON SIZEV-BARSIZEH-BARSIZENO. OFH-BARSREQ'DBOLTDIA"A"DIMINCHESINCHES123PLANLONGITUDINAL SECTION58 DIA12 DIA124ROUND PIPE APRONS15182124273036424854606672849034444444555667758 DIA58 DIA58 DIA34 DIA34 DIA34 DIA1 DIA 1 DIA1 DIA112PIPE112PIPE112PIPE112PIPE112PIPE112PIPE12 DIA12 DIA12 DIA58 DIA58 DIA58 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA1212121212123434343434343434345588888891014412412512512NOTES:1. BARS AND PLATES AREHOT-ROLLED STEEL.2. BARS, PLATES AND PIPE AREFINISHED WITH 2 COATS OFALUMINUM PAINT.3. BOLTS ARE GALVANIZED.BOLT TO APRON 6" FROM EDGEOF CONCRETE 3 BOLT PLATESARE REQUIRED - 1/4"X4"X10"6" TYP.6"WALLPIPE DIA.A6"V-BARS6"MAXH-BARSPIPEDIA.WALLABCDERSLOPE12"2"4"2'-0"15"18"21"24"2'-0" 9"6"2'-3"3'-10"6'-1"2'-6"11"9"3"9"2'-3"3'-10"2'-11"3'-2"2'-6"6'-1"6'-1"3'-0"3'-6"4'-0"12"13"14"R214"212"234"912" 3'-712"6'-112"27"30"33"36"42"48"54"60"66"72"78"84"314"312"334"4"412"5"512"6"612"7"712"8"1012"12"1312"15"21"24"27"35"30"36"36"36"4'-0"4'-6"4'-1012"5'-3"5'-3"6'-0"5'-5"5'-0"6'-0"6'-6"7'-6"7'-612"4'-078"6'-078"6'-112"6'-134"8'-134"8'-134"8'-2"8'-2"8'-4"8'-3"8'-3"8'-3"9'-3"9'-312"4'-6"5'-0"5'-6"6'-0"6'-6"7'-0"7'-6"8'-0"8'-6"9'-0"9'-6"10'-0"1412"15"1712"20"22"22"24"*****3:13:13:13:13:13:12.4:12:12:12.26:12.12:11.94:13:13:13:13:13:1* RADIUS AS FURNISHED BY MANUFACTURER2512"1934"3914"3434"35"26"35"39"27"21"21"21"PRECAST REINFORCED CONCRETE FLARED END SECTIONPLANEND VIEWLONGITUDINAL SECTIONNOTES:1. PRECAST CONCRETE FLARED END SECTION SHALLCONFORM TO THE APPLICABLE REQUIREMENTS OFAASHTO M-170 CLASS III, WALL B REINFORCEDCONCRETE PIPE.2. LENGTHS OF PIPE WHICH TERMINATE WITH AFLARED END SECTION INCLUDE THE LENGTH OFTHE FLARED END SECTION.STANDARD REINFORCEMENTFOR CIRCULAR CLASS III,WALL B REINFORCEDCONCRETE PIPEEND BLOCKCASTSEPARATE2-#4 BAREND CONNECTION TOFIT PIPE USEDCOORDINATE POINT ORDIMENSIONED LOCATION OR ASSHOWN ON PLANSPIPE DIA.SAME REINFORCEMENTAS INNER CAGEWALLWALLCBD3"8"18"3"AWALLEPIPE DIA.EWALLWALLPIPE DIA.5'15"217
SCHEDULE I - ROUTE 31/VETERANS PARKWAY SIGNAL
No.Item Quantity Unit Unit Price Extension
1 Traffic Signal - Complete 1 LUMP SUM 400,000.00$ 400,000.00$
2 Driveway Realignment for Waste Management 1 LUMP SUM 25,000.00$ 25,000.00$
3 Engineering & Project Management 1 EA 25,000.00$ 25,000.00$
SUBTOTAL SCHEDULE I - ROUTE 31/VETERANS PARKWAY SIGNAL 450,000.00$
SUBTOTAL SCHEDULE I - PRICE ESCALATION CONTINGENCY 35%157,500.00$
TOTAL COST SCHEDULE I - ROUTE 31/VETERANS PARKWAY SIGNAL 607,500.00$
PREVIOUS COST CONTRIBUTIONS (100,000.00)$
LETTER OF CREDIT AMOUNT 507,500.00$
Notes:
1)Project costs are in current year dollars. Contingency or cost escallation should be added
to reflect projected construction year.
2)EOPC based on engineer's experience and research of other similar projects. Due to circumstances
beyond our control such and the bidding environment, labor rates, material costs and
ENGINEER'S OPINION OF PROBABLE COST (EOPC)
ROUTE 31 & VETERANS PARKWAY
10/17/2022
218
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Green StreetThis highlighted sectionof 8" gravity sewermain line would need tobe up-sized to 10"gravity main.It is recommended that thissection of main be field verifiedto be 10" gravity main.221
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9
EXHIBIT D
x Final Engineering Plans for Residences at Fox Meadows dated December 6, 2022. On
file in Community Development Department.
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PROJECT TEAMOWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Dwayne Gillian, P.E.dgillian@v3co.comProject Engineer: Randy Andersen, P.E.randersen@v3co.comMcHENRY, ILLINOISTITLE SHEETGENERAL NOTES, LEGEND AND ABBREVIATIONSSPECIFICATIONSDEMOLITION PLANOVERALL SITE PLANLAYOUT AND PAVING PLAN - AREA 1 TO AREA 8OVERALL GRADING PLANGRADING PLAN - AREA 1 TO AREA 8EROSION CONTROL PLAN - AREA 1 TO AREA 4EROSION CONTROL DETAILSOVERALL UTILITY PLANUTILITY PLAN - AREA 1 TO AREA 8UTILITY STRUCTURE TABLESUTILITY STRUCTURE TABLES AND UTILITY CROSSINGSBUILDING SERVICE PROFILESPLAN AND PROFILE - AASTRI DRIVEPLAN AND PROFILE - DEAN LANECONSTRUCTION DETAILS0.01.01.12.03.03.1 - 3.84.04.1 - 4.85.1 - 5.45.56.06.1 - 6.86.96.106.11 - 6.137.0 - 7.17.2 - 7.38.0 - 8.3Cunat, Inc.5400 W. Elm St. Suite 110McHenry, IL 60050815 385 3192Contact: Stefanie SpitsonR. B. Custom Designs Inc.2108 West Johnsburg RoadJohnsburg, Illinois 60051815 759 9459Contact: Richard BiermanCIVIL ENGINEERING PLANSRESIDENCES AT FOX MEADOWSINDEXN:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\0.0 Tsht211232.dwg12/6/2022PROJECTLOCATION TITLE SHEETRESIDENCES AT FOX MEADOWSBENCHMARKSLOCATION MAPVICINITY MAPPROFESSIONAL ENGINEER'S CERTIFICATION FINAL ENGINEERING PLANSPROJECTLOCATIONVETERANS PARKWAY228
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\1.0 Gal211232.dwgGENERAL NOTES LEGEND ANDABBREVIATIONSRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneGENERAL NOTES1. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY ANDHORIZONTAL CONTROL SHOWN ON THE DRAWINGS WEREOBTAINED FROM A SURVEY PREPARED BY:VANDERSTAPPEN LAND SURVEYING, INC.1316 N. MADISON STREETWOODSTOCK, ILLINOIS 60098COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THESURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TOFAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.2. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESEDRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYSAND RECORDS. THEREFORE, THEIR LOCATIONS ANDELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICHARE NOT PRESENTLY KNOWN.3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES ANDFACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ORDERING MATERIAL AND STARTING WORK.4. ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLICAGENCY PERMITS PRIOR TO STARTING WORK. THECONTRACTOR, BY USING THESE PLANS FOR THEIR WORK,AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THEMUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THEOWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIESFROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS,DAMAGES, AND THE COST OF DEFENSE ARISING OUT OFCONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBEDHEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THEOWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES ANDAGENTS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS FOR CONSTRUCTION ALONG ORACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTORSHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,SHORING AND OTHER REQUIRED PROTECTION OF ALLROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTORSHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETSOR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALLMAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THEOWNER OF THE ROADWAY.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASES OFCONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BEPROVIDED IN ACCORDANCE WITH THE IDOT STANDARDSPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BEDONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES."8. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS,ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCEWITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBYMADE A PART HEREOF:a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.b. ”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS," LATEST EDITION.c. ILLINOIS RECOMMENDED STANDARDS FOR SEWAGEWORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION.d. THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDSTANDARDS OF THE CITY OF McHENRY.e. THE NATIONAL ELECTRIC CODE.f. THE ILLINOIS ACCESSIBILITY CODE.g. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OFSOILS BEING EXPORTED FROM THE SITE AND APPROPRIATEDISPOSAL SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARDTO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.9. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCINGANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRINGINSPECTION.10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER IDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINEDTHROUGHOUT THE CONSTRUCTION PERIOD. ALL TREESIDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGEINCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING,FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OFTREES UNLESS OTHERWISE INDICATED.11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATIONOF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OFEACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THECONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HASBEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN.12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHEREHIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES ANDADJACENT PROPERTY IN ACCORDANCE WITH THE CITY OFMcHENRY MUNICIPAL CODE AND IDOT REQUIREMENTS.13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ONTHE DAY PRECEDING A HOLIDAY OR A WEEKEND.14.ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVALBEFORE COMMENCEMENT OF PAVEMENT REMOVAL.15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR ASPART OF THE BASE CONTRACT.16. NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT THE JOINT UTILITY LOCATION INFORMATIONFOR EXCAVATORS, "J.U.L.I.E." AT 1-800-892-0123. LOCALGOVERNMENT AGENCIES SHOULD BE CONTACTED BY THECONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITYLOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION.18. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTINGUTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCHUTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BECOORDINATED AND PERFORMED BY THE CONTRACTOR INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OFTHE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES,UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN INSERVICE ARE UNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISIONDATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION ANDSEDIMENTATION CONTROL AS DETAILED IN THE STORM WATERPOLLUTION PREVENTION PLAN.21. ALL CURB RADII REFER TO BACK OF CURB.22. ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTIONSHALL BE RESTORED IN CONFORMANCE WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTIONAND SHALL BE INCIDENTAL TO THE CONTRACT.23. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTEDFROM DAMAGE AND IF DAMAGED, SHALL BE REPLACEDPROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY ORIDOT STANDARD SPECIFICATIONS IN MATERIALS ANDWORKMANSHIP.24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FORROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OFPROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) ORTOPSOIL AS INDICATED ON DRAWINGS.25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPONREQUEST.26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON ASPERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURINGAND UNDERCUTTING BY STORM WATER RUNOFF.27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENTABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BECONSTRUCTED BY MILLING AND SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE BITUMINOUS SURFACECOURSE.28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE END OFTHE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH ANDLOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDEUNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS ANDMANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIRCOST.31. ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENTARE TO BE ADJUSTED OR RECONSTRUCTED BY THECONTRACTOR TO THE UTILITY OWNER'S SATISFACTION.ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ONTHE PLANS SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS ANDTO THE SATISFACTION OF THE UTILITY OWNER.33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THEDETAILS OF THE PLANS FOR ALL UTILITY LINES (OR ASOTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACEDAND COMPACTED PER THE MUNICIPALITY AND IDOTSPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDEREDINCIDENTAL TO THE UTILITY WORK.34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE.35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANEDAND INSPECTED TO THE SATISFACTION OF THE AUTHORITYHAVING JURISDICTION. THE COST OF THIS WORK SHALL BECONSIDERED INCIDENTAL TO THE CONTRACT.36. THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC,GAS AND IRRIGATION SERVICES. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FORTHESE UTILITIES AND SHALL COORDINATE AND PROVIDECONDUIT CROSSINGS AS REQUIRED. THIS COORDINATIONSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANYCONFLICTS IN UTILITIES SHALL BE CORRECTED BY THEGENERAL CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TOJOIN PIPES OF DISSIMILAR MATERIAL.38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALLCONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL ANDCLIENT REQUIREMENTS FOR USE IN PREPARING RECORDDRAWINGS.39.THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICELINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THEVILLAGE STANDARDS.40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINGANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BEINCIDENTAL TO THE CONTRACT.41. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINEDFROM THE OWNER. ANY BRACING, SHEETING OR SPECIALCONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALLTHE PROPOSED IMPROVEMENTS SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONALSOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'SOPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE ATTHE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLOBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESSTHE SITE TO CONDUCT A SUPPLEMENTAL SOILSINVESTIGATION.42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSEDDRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THISCANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIREDWITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THEORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONALCONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILEFOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BYTHE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRSSHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACTAND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESOR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS ORFOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTIONOF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS AND SPECIFICATIONS.XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONESOIL BORINGTELEPHONE MANHOLECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB POST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTFIRE HYDRANTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDDESCRIPTIONSTORMWATER FLOW DIRECTIONSANITARY SEWERSTORM SEWERSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEGATE VALVE IN VALVE VAULTREVISION DELINEATIONSTORMWATER OVERFLOW ROUTEVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)TREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADUTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEMONITORING WELLCONSTRUCTION LIMIT LINEREVERSE PITCHED CURBRETAINING WALLTREE PROTECTION FENCECURB & GUTTERDEPRESSED CURB & GUTTERDITCH CHECKBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONUTILITY CROSSING LABELINLET FILTER BASKETRIP RAPBOLLARDBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWM DUCTILE IRON WATER MAINDIAMETERF/G FINISHED GRADEF-F FACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPL LEFTMH MANHOLENWL NORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT/CT/PTOP OF PIPETYP TYPICALVERTICALWATER MAINWMELEVATIONEJEXPANSION JOINTPPPOWER POLEPORTLAND CEMENT CONCRETEVCVERTICAL CURVEENNORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOLOPEN LIDF & G FRAME & GRATETYTYPECLCLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/P EDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDW HEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCP REINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELFLINEAL FEETSFSILTATION FENCELOW POINT OR LIGHT POLEBV/VV BUTTERFLY VALVE IN VALVE VAULTBLDG BUILDINGINCLDIP DUCTILE IRON PIPEEX.PGL PROFILE GRADE LINEPVT POINT OF VERTICAL TANGENCYRADIUS OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB STORM STRUCTURE OR STORM SEWERHDCP HANDICAPON CENTERUPUTILITY POLEMW MONITORING WELLT/W TOP OF WALLMATCH EXISTINGF & OLF & CL FRAME & CLOSED LIDFRAME & OPEN LIDCOCLEAN OUTB/P BOTTOM OF PIPEAARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12SFCLLVCP VITRIFIED CLAY PIPEC01PROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONS229
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\1.0 Gal211232.dwgSPECIFICTIONSRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSPECIFICATIONSEARTHWORK1. THE GRADING OPERATIONS ARE TO BE INSPECTED BY A THIRDPARTY SOILS ENGINEER. THE CONTRACTOR'SREPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANYUNSUITABLE SOIL REMOVAL AND MUST APPROVE, IN WRITING,ANY REMEDIATION. BOTH THE CONTRACTOR AND SOILSENGINEER MUST BE PRESENT DURING REMEDIATION.2. THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANSARE FINISH GRADE. A MINIMUM OF 4 INCHES OF TOPSOIL IS TOBE PLACED BEFORE FINISH GRADE ELEVATIONS AREACHIEVED, UNLESS OTHERWISE NOTED.3. THE SURFACE VEGETATION, TOPSOIL, TRANSITIONALMATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOIL SHALLBE STRIPPED FROM ALL AREAS TO RECEIVE STRUCTURAL FILL.IF THE UNDERLYING SUBGRADE IS FOUND TO BE UNSUITABLEFOR PROPER COMPACTION, CONTRACTOR TO CONSULT WITHSOILS ENGINEER PRIOR TO REMEDIATION.4. EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY,BUILDING AND OTHER STRUCTURAL CLAY FILL AREAS SHALL BECOMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY INACCORDANCE WITH ASTM SPECIFICATION D1557 (MODIFIEDPROCTOR METHOD), OR TO SUCH OTHER DENSITY AS MAY BEDETERMINED APPROPRIATE BY THE SOILS ENGINEER, THEAUTHORITY HAVING JURISDICTION, AND THE CONTRACTOR.5. ALL PAVEMENT SUBGRADE SHALL MEET THE REQUIREMENTSDETERMINED BY THE SOILS ENGINEER AND DOCUMENTED INTHE GEOTECHNICAL REPORT. IF AREAS OF PAVEMENTSUBGRADE ARE ENCOUNTERED WHICH DO NOT MEET THESEREQUIREMENTS, SUBGRADE REPLACEMENT OR PAVEMENTDESIGN REVISIONS SHALL BE PROVIDED WHICH ARE ADEQUATETO OBTAIN EQUIVALENT PAVEMENT STRENGTH ASDETERMINED BY THE ENGINEER, SOILS ENGINEER, AND THEAUTHORITY HAVING JURISDICTION.6. COMPLETED GRADING (FINISHED FINE GRADE) FOR PROPOSEDPAVEMENT SUBGRADE AREAS, BUILDING PADS, AND OPENSPACE AREAS SHALL BE WITHIN A 0.1' TOLERANCE OF DESIGNSUBGRADE.7. THE SUBGRADE FOR PROPOSED STREET AND PAVEMENTAREAS SHALL BE PROOF-ROLLED BY THE SUBCONTRACTOR INTHE PRESENCE OF THE JURISDICTIONAL INSPECTOR,CONTRACTOR, AND SOILS ENGINEER.8. BORROW PIT LOCATION(S) SHALL BE APPROVED BY THEOWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.SANITARY SEWER1. SANITARY SEWERS SHALL BE CONSTRUCTED OF POLYVINYLCHLORIDE PLASTIC SEWER PIPE (PVC) CONFORMING TO ASTMD2241 WITH AN SDR OF 26 WITH ELASTOMETRIC GASKETJOINTS CONFORMING TO ASTM D3139.2. ALL SANITARY SEWER SHALL BE TESTED FORLEAKAGE AND DEFLECTION IN ACCORDANCE WITH SECTION31-1.12 AND 31-1.13 OF THE STANDARDSPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS.3. ALL SANITARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSM C1244.4. CONTRACTOR SHALL VERIFY THAT THE TESTING METHODSDESIGNATED HEREIN ARE ACCEPTABLE TO LOCALAUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. IFTHE LOCAL JURISDICTION HAS MORE STRINGENT TESTINGREQUIREMENTS THE CONTRACTOR SHALL ADHERE TO THEMORE STRINGENT REQUIREMENTS. THE COST SHALL BEINCIDENTAL TO THE CONTRACT.WATERMAIN DISTRIBUTION SYSTEM1. WATER MAIN SHALL BE CONSTRUCTED POLYVINYL CHLORIDEPIPE, PVC CONFORMING TO ASTM C-900, WITH ELASTOMETRICGASKET JOINTS CONFORMING TO ASTM D3139.2. MINIMUM COVER OVER WATER MAIN SHALL BE 5' - 6”FROM FINISHED GRADE TO TOP OF PIPE.3. VALVE VAULTS SHALL BE USED AT ALL VALVE LOCATIONSWHERE WATER MAIN IS 6” DIAMETER OR LARGER.4. THRUST BLOCKING OR RESTRAINED JOINTS SHALL BEINSTALLED ON WATER MAINS AT ALL BENDS, TEES, ELBOWS,ETC. AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.COST OF SAME SHALL BE INCIDENTAL TO THE UNIT PRICE FORPIPE INSTALLED.5. WATER MAIN FITTINGS (BENDS, ELBOWS, TEES, INCREASES,REDUCERS, ETC.) MAY OR MAY NOT BE SPECIFICALLYREFERENCED ON THE CONSTRUCTION PLANS. THEY ARE TO BECONSIDERED AS INCIDENTAL AND INCLUDED IN THE LINEALFOOTAGE COST OF THE WATER MAIN.6. ALL WATER LINES ARE TO BE PRESSURE TESTED ANDCHLORINATED PER THE REQUIREMENTS OF THEMUNICIPALITY AND THE ILLINOIS ENVIRONMENTALPROTECTION AGENCY.STORM SEWER1. STORM SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.HIGH DENSITY POLYETHYLENE PIPE, HDPE, CONFORMINGTO ASTM D3350 WITH ELASTOMERIC JOINTS CONFORMINGTO ASTM D3212.IEPA CROSSING REQUIREMENTS1.HORIZONTAL SEPARATION:A. WATERMAINS SHALL BE LAID AT LEAST TEN FEETHORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN,STORM SEWER, SANITARY SEWER OR SEWER SERVICECONNECTION.B. WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO ASEWER LINE WHEN:I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATIONOF TEN FEET; II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVE THECROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH ORIN THE SAME TRENCH ON AN UNDISTURBED EARTHSHELF LOCATED TO ONE SIDE OF THE SEWER.C.BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING THE REQUIREMENTS OFSECTION 653.111 WHEN IT IS IMPOSSIBLE TO MEET (A) OR(B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURETESTED TO THE MAXIMUM EXPECTED SURCHARGE HEADBEFORE BACKFILLING.2.VERTICAL SEPARATION:A. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18INCHES ABOVE THE CROWN OF THE DRAIN OR SEWERWHENEVER WATERMAINS CROSS STORM SEWERS,SANITARY SEWERS OR SEWER SERVICE CONNECTIONS.THE VERTICAL SEPARATION SHALL BE MAINTAINED FORTHAT PORTION OF THE WATERMAIN LOCATED WITHIN TENFEET HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED.A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVERTHE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANTFROM THE SEWER OR DRAIN.B. BOTH THE WATERMAIN AND SEWER SHALL BECONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING REQUIREMENTS OF SECTION653.111 WHEN:I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE; ORII. THE WATERMAIN PASSES UNDER A SEWER DRAIN.C. A VERTICAL SEPARATION OF 18 INCHES BETWEEN THEINVERT OF THE SEWER OR DRAIN AND THE CROWN OF THEWATERMAIN SHALL BE MAINTAINED WHERE A WATERMAINCROSSES UNDER A SEWER. SUPPORT THE SEWER ORDRAIN LINES TO PREVENT SETTLING AND BREAKING THEWATERMAIN.D.CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THECROSSING UNTIL THE NORMAL DISTANCE FROM THEWATERMAIN TO THE SEWER OR DRAIN LINE IS ATLEAST TEN FEET.PAVING1. BASE COURSE SHALL BE AGGREGATE BASE COURSE,CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE PLANSFOR THICKNESS).2. SURFACE COURSE AND BINDER COURSE SHALL BE HOT-MIXASPHALT (HMA) CONFORMING TO IDOT STANDARDSPECIFICATIONS (SEE PLANS FOR THICKNESS).3. CURB & GUTTER AND SIDEWALK SHALL BE CLASS SI PORTLANDCEMENT CONCRETE CONFORMING TO IDOT STANDARDSPECIFICATIONS.4. SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OFDESIGN SUBGRADE ELEVATIONS BY THE EARTHWORKCONTRACTOR. FINE GRADING FOR PAVEMENTS ANDSIDEWALKS SHALL BE THE RESPONSIBILITY OF THE PAVINGCONTRACTOR.5. AGGREGATE BASE COURSES SHALL BE PRIMED AT THE RATEOF 0.25 TO 0.50 GALLONS PER SQUARE YARD AND BRICK,CONCRETE, OR HMA BASES SHALL BE PRIMED AT THE RATE OF0.05 TO 0.10 GALLONS PER SQUARE YARD WITH LIQUIDASPHALT CONFORMING TO THE IDOT STANDARDSPECIFICATIONS AND APPROPRIATE FOR PREVAILINGWEATHER AND SITE CONDITIONS. PRIME COAT AND CLEANINGTHE EXISTING SURFACE SHALL BE CONSIDERED AS INCIDENTALTO THE CONTRACT.6. PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLYCOMPACTED SUBGRADE MEETING THE REQUIREMENTS OF THESTANDARD SPECIFICATIONS AND RECOMMENDATIONS OF THEGEOTECHNICAL CONSULTANT. PRIOR TO PLACEMENT OF THENEW PAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLEDWITH A FULLY LOADED TANDEM AXLE DUMP TRUCK (MINIMUM20 TONS). PROOF ROLLING SHALL BE WITNESSED BY THEGEOTECHNICAL CONSULTANT.7. SIDEWALKS SHALL BE OF THE THICKNESS AND DIMENSIONS ASSHOWN IN THE CONSTRUCTION PLANS. CONTRACTION JOINTSSHALL BE SET AT 5' CENTERS AND ½ INCH PREMOLDED FIBEREXPANSION JOINTS SHALL BE SET AT 50' CENTERS AND WHERETHE SIDEWALK MEETS THE CURB, A BUILDING, OR AT THE ENDOF EACH POUR. ALL SIDEWALKS CONSIDERED TO BEACCESSIBLE ROUTES AS DEFINED BY THE AMERICANS WITHDISABILITIES ACT (ADA) SHALL BE SUBJECT TO ILLINOISACCESSIBILITY CODE (IAC) REQUIREMENTS, UNLESSOTHERWISE NOTED.8. TESTING OF THE SUBBASE, BASE COURSE, BINDER COURSE,SURFACE COURSE, AND CONCRETE WORK SHALL BE REQUIREDIN ACCORDANCE WITH IDOT STANDARD SPECIFICATIONS AND INACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF THEAUTHORITY HAVING JURISDICTION. A QUALIFIED TESTING FIRMSHALL BE EMPLOYED TO PERFORM THE REQUIRED TESTS.9. ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TOBE STAGGERED.230
EXISTING R.O.W.TO BE VACATEDEXISTING R.O.W.TO BE VACATEDFIRE HYDRANTTO BE RELOCATEDSTORM SEWER TOBE REMOVEDSTORM SEWER TOBE REMOVEDLOT 1LOT 3LOT 2LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10 LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18PARCEL 3OUTLOT ALOT 1LOT 2PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18VETERANS PARKWAYILLINOIS STATE ROUTE 31AASTRI DRIVEILLINOIS STATE ROUTE 31COORDINATE WATER MAINDISCONNECTION,SHUT DOWN, AND REMOVALWITH NEW SERVICE CONNECTION FOR AUTISMCENTER. AUTISM CENTER TO REMAIN LIVEWITH WATER SUPPLY. PROVIDE PLUG ANDSTUBS AT EACH DISCONNECTION POINT ONCENEW SERVICE IS ESTABLISHED.FIRE HYDRANTTO BE RELOCATEDFIRE HYDRANTTO BE RELOCATED253 C.Y. FULL DEPTHASPHALT REMOVAL WITH122 L.F. OF CURB REMOVALEXISTING UTILITIES TOREMAIN AND BE PROTECTEDUNLESS OTHERWISE NOTED.SEE UTILITY PLANS FOR ANYADJUSTMENTS.EXISTING UTILITIES TOREMAIN AND BE PROTECTEDUNLESS OTHERWISE NOTED.SEE UTILITY PLANS FOR ANYADJUSTMENTS.COORDINATE WATER MAINDISCONNECTION,SHUTDOWN, AND REMOVAL WITHNEW SERVICE CONNECTIONSAWCUT LINESAWCUT LINEEXISTING TREE TO BE REMOVEDSEE PLANS BY HITCHCOCK (TYP.)EXISTING TREE PROTECTION FENCE (TYP.)SEE LANDSCAPE PLANSFOR EXISTING TREES TOREMAIN ALONG NORTH ANDEAST PROPERTY LINEEXISTING TREE LOCATIONS BASEDON PLANS BY HITCHCOCK (TYP.)PLUG EXISTINGSANITARY SERVICEAT THE MAINEX. STORM TO BEREMOVED AND REPLACEDN:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\2.0 Demo211232.dwg12/6/2022DEMOLITION PLANRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneNOTES:1. THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THECONSTRUCTION DOCUMENTS. SPECIFIC DEMOLITION PROCESSES ORPROCEDURES FOR DEMOLITION AND STRUCTURAL CONSIDERATIONS ARETHE RESPONSIBILITY OF OTHERS. DEMOLITION INCLUDES, BUT IS NOT LIMITEDTO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING ITEMS:xSIDEWALK AND ON-SITE PAVEMENTxUTILITIESxCONSTRUCTION DEBRIS2. ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAINSHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TOOBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT.3. CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER ANDGEOTECHNICAL ENGINEER FOR THE MATERIAL TYPE AND USE IFCONTRACTOR DESIRES TO REUSE DEMOLISHED SITE PAVEMENT ASSTRUCTURAL FILL.4. ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED ASWORK PROGRESSES AND AS APPROVED BY THE OWNER. SALVAGED ITEMSMUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGEOR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.5. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH AMANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKSAND OTHER ADJACENT FACILITIES.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS,PAVEMENTS AND UTILITIES TO REMAIN FROM ANY DAMAGE AND SHALL BERESPONSIBLE FOR REPAIRING THE SAME.7. EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEINGDEMOLISHED, ARE TO BE KEPT IN SERVICE AND PROTECTED AGAINSTDAMAGE DURING DEMOLITION OPERATIONS. CONTRACTOR SHALL ARRANGEFOR SHUT-OFF OF UTILITIES SERVING STRUCTURES TO BE DEMOLISHED.CONTRACTOR IS RESPONSIBLE FOR TURNING OFF, DISCONNECTING, ANDSEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.8. EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDSAND FILLED WITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIESTO BE REMOVED ARE TO HAVE THEIR TRENCHES BACKFILLED WITHENGINEERED FILL OR SELECT EXCAVATED MATERIAL, AS APPROVED BY THEGEOTECHNICAL ENGINEER, TO 95% OF MODIFIED PROCTOR DENSITY.9. ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS)SHALL BE REMOVED AND RELOCATED PER THE UTILITY OWNER AND THELOCAL MUNICIPALITY'S REQUIREMENTS.10. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND ANDOVERHEAD UTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SHALLBE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND THEGOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BEREPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TO REMAIN SHALL BEPROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGEDSTRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COSTSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.11. REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BECOMPLETED AS GENERALLY DEPICTED ON THESE PLANS. CONTRACTOR TOCOORDINATE RELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALLMINIMIZE DISRUPTION OF SERVICE AND SHALL WORK WITH UTILITY OWNER TOMAINTAIN AN ACCEPTABLE LEVEL OF SERVICE.12. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLEMETHODS TO MINIMIZE DUST AND DIRT FROM RISING AND SCATTERING IN THEAIR. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TOENVIRONMENTAL PROTECTION.13. DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OFIN A LEGAL MANNER.14. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROMDEMOLITION TO THE FINAL LINES AND GRADES SHOWN ON THE CONTRACTDOCUMENTS. BACKFILL MATERIAL SHALL BE IDOT APPROVED AGGREGATE(CA-6) OR APPROVED EQUAL.15. SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREEPROTECTION, PRESERVATION, AND REMOVAL.16. THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUNDSTORAGE TANKS. SHOULD UNDERGROUND STORAGE TANKS BEENCOUNTERED, CONTRACTOR TO CONTACT OWNER AND ENGINEER TODETERMINE RESPONSIBILITY FOR ANY ENVIRONMENTAL REMEDIATION ORREMOVAL WORK AS NECESSARY. ANY REMOVAL OF UNDERGROUND STORAGETANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATE STANDARDS.DEMOLITION LEGENDITEM TO BE REMOVEDMISCELLANEOUS ITEM TO BE REMOVEDSAWCUT LINEASPHALT PAVEMENT TO BE REMOVEDAND REPLACED WITH FULL DEPTH PATCHTREE PROTECTION FENCEEXISTING BUILDING TO BE REMOVEDCONCRETE TO BE REMOVED(DRIVEWAYS, PATIOS, SIDEWALKS, ETC.)GRAVEL ROADWAY TO BE REMOVED231
LOT 18UNSUBDIVIDED LANDSOUTLOT ALOT 1LOT 2PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18VETERANS PARKWAYILLINOIS STATE ROUTE 31AASTRI DRIVEILLINOIS STATE ROUTE 31300+00301+00302+00303+00304+00305+00306+00307+00308+00309+00310+00311+00312+00313+00314+00315+00315+34400+00401+00402+00403+00404+00405+00406+00407+00408+00409+00409+05CURVE 1CURVE 2CURVE 330' BUILDING SETBACK50' BUILDING SETBACK15' BUILDING SETBACK12' P.U.E.24.5'18'18'24'22'22'24'18'18'24'22'31'19.9'18.5'24'18'18'24'44'24'18'18'24'22'9'9'9'9'9'9'9'9'8'8'8'9'18.5'24'18'18'24'44'24'18'18'24'22'22'24'18'18'24'22'22'24'18'18'24'26.2'31'9'9'25.5'4.5'4.5'4.5' TYP.4.5'4.5'4.5'4.5'4.5'9.7'4.5'11.4'4.5'22.4'4.5'12.7'8.7'4.5'4.5'4.5'4.5'4.5'4.5'4.5'18.8'24.2'24.5'18.5'18.5'24.5'24.5'18.5'18'29.8'18'24'44'24'18'18'24'18.5'24.5'4'109'4'24.5'18.5'18'24'18'24'44'24'18'18'31.3'18.5'24.5'4'109'4'24.5'18.5'18.5'24.5'4'109'4'24.5'18.5'18.5'27'22'24'18.5'25'22'8'8'9'18.5'24'18.5'25'22.31'22'19.43'18.5'24'22'24'18.5'80.5'3.6'92'25'25'18.5'24'18.5'18'24'22'18'24'22'22'24'18'18'24'18'103.5'24.5'18.5'24.5'18.5'31'4.5'30.6'31'
4.5'48'16.3'80.5'92'48'16.3'15.6'37.6'18.5'26.5'49.4'18.7'31'18'24.5'45.53'44.46'18'24'22'22'24'18'18'24.5'103.5'24.5'18.5'24.5'18.5'24.5'24.5'24.5'24.5'5' RETAININGWALLDROP FOUNDATIONPLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BLDG 12BLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1BASKETBALLCOURTBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 15BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11DEAN LANEAASTRI DRIVEBLDG 14PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)FUTURE ROW8' WIDE ASPHALTMULTI-USE PATH (TYP)4.5'4.5'SITEENTRANCESIGNSITE ENTRANCESIGN8' WALKING PATH TO EXTEND AND CONNECT TOEXISTING WALKING PATH APPROXIMATELY 630'EAST. THE CONNECTION TO THE EXISTING PATHEAST ON VETERANS PARKWAY WILL BE INCOORDINATION WITH THE CITY OF MCHENRY.SEE OFFSITE PLANS (BY V3) FOR PATHCONSTRUCTION. 6.7'6.8'6.8'6.7'9.5'9.5'8'92'8'6.8'103.5'6.8'9.5'25'9.5'3.2'DROP FOUNDATION AS NEEDEDTRASH COMPACTORPHASE 2TRASHCOMPACTORPHASE 1MULTI-USE PATHMULTI-USE PATHMULTI-USE PATHMULTI-USE PATHMULTI-USE PATHMULTI-USEPATH TORECREATIONALAREASMULTI-USE PATHTO RECREATIONALAREASALTERNATE FENCING TO BEDETERMINED WITH ADJACENT NEIGHBOR69.59'69.61'69.73'58.1'15.51'9.7'52.42'67.68'50.27'20.2'121.79'77.30'71.73'55.10'66.42'100.86'66.41'9.7'14.2'64.82'99.25'113.23'42.63'77.04'57.15'65.19'73.13'67.15'49.24'58.1'30.75'6.8'30.7'135.98'114.21'29.58'146.67'36.04'110.59'58.06'58.38'23.83'24.15'35.98'129.39'60.72'60.36'55.18'44.41'65.73'27.71'9.7'14.2'77.66'88.56'35.8'9.7'4.5'9.7'4.5'9.7'4.5'9.7'9.7'82.2'60.4'9.7'9.7'9.7'83.71'132.99'167.38'181.36'104.06'104.24'9.7'104.94'105.12'62.71'6.8'EXISTING ROWMAIL KIOSKMAIL KIOSK88.87'50' BUILDING SETBACK30.2'94.52'1801 DEAN1855 DEAN LN1790 DEAN1860 DEAN LN1880 DEAN LN1910 DEAN LN1901 DEAN LN1890 AASTRI1865 AASTRI1815 AASTRI1775 AASTRI1735 AASTRI1730 AASTRI1720 AASTRI1710 AASTRI1700 AASTRI1795 AASTRI1785 AASTRI1840 AASTRICURVE TABLECURVECURVE 1CURVE 2CURVE 3P.I. DataP.I. STA. 307+43.58P.I. STA. 312+82.54P.I. STA. 401+47.18P.C. DATAP.C. STA. 305+41.46P.C. STA. 312+65.77P.C. STA. 401+04.62P.T. DATAP.T. STA. 309+04.16P.T. STA. 312+99P.T. STA. 401+88.66CHORD DATAANGLE: N57°59'07"EDISTANCE: 344.72ANGLE: N79°57'14"EDISTANCE: 33.08ANGLE: N10°40'11"EDISTANCE: 83.51CURVE DATALENGTH: 362.70RADIUS: 330.00LENGTH: 33.23RADIUS: 100.00LENGTH: 84.04RADIUS: 215.50KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6(MATCH EXISTING)N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.0 SitePlan211232.dwg12/6/2022OVERALL SITE PLANRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonePARKING SUMMARYREQUIRED PARKING1 BED, 2 SPACES/UNIT = 648324 APARTMENTS2 BED, 2.33 SPACES/UNIT = 504216 APARTMENTSVISITOR, 0.25 SPACES/UNIT540 APARTMENTS = 135TOTAL REQUIRED = 1287PROPOSED PARKINGAPARTMENTSSTANDARD SPACES = 785ACCESSIBLE SPACES = 54GARAGE SPACES = 254TOTAL SPACES PROVIDED = 1093COMMUNITY CENTERSTANDARD SPACES = 40ACCESSIBLE SPACES = 3PLAYGROUNDSTANDARD SPACES = 27ACCESSIBLE SPACES = 2TOTAL SITE PROVIDED = 1165232
UILLINOIS STATE ROUTE 31BASKETBALLCOURTBLBLBLDG 4308+00309+PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)22'24'18'18'24'22'22'5.3'24.5'18.5'4.5'25'4.5'18.5'24'18.5'4.5'25'18.9'9'8'8'8'24'18'18'24'18.5'9'9'43'4.5'77.04'18.5'24.5'R15'R15'R15'R14.5'R314.5'R2'R3'R3'R3'R3'R10'R5'R5'R10'R15'R41'R10'R10'R9.5'R5'R3'R3'R2'R2'99.25'117.55'167.38'179.36'104.06'83.71'224.58'121212122182791812194.5' TYP.27' UTILITY EASEMENT50' BUILDING SETBACK8'8'8'8'8'9'8'8'9'24.5'8'KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022LAYOUT AND PAVING PLAN -AREA 1RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 3.4FOR CONTINUATION SEE 3.2AREA 1233
UNSUBDIVIDED LANDSTBALLRTBASKETBACOURTBLDG5G4BLDG 6BLDG 7AASTRI DRIVE308+00309+00310+00311+00312+00313+00314+00409+05409+00PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)4.5'18.5'24.5'5.3'25'25'10'16.3'25'4.5'18.5'24'18.5'4.5'25'16.3'18.9'4'48'9.5'18'42'22'22'24'18'42'22'58.23'24.5'8'4.5'18.5'9'8'8'9'R15'R15'R20'R20'R10'R15'R15'R15'R115'R15'R15'R15'R14.5'R7'R15'R314.5'9'TYP.9'8'8'9'8'8'8'9'31'R9.5'R9.5'R10'R3'R10'R41'R10'R10'R10'R3'R2'R3'R3'R3'R3'R5'R5'R10'R15'R41'R10'R10'R9.5'5'R3'43'104.06'104.24'83.71'9.7'104.94'105.12'57.15'65.19'62.71'101'TWO STEPS TO BEPOURED HERE, SEEGRADING PLAN FORDETAILS791121212121221191930.7'16'4.5'6.89'8'8'KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022LAYOUT AND PAVING PLAN -AREA 2RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 3.5FOR CONTINUATION SEE 3.3AREA 2FOR CONTINUATION SEE 3.1234
PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 7BLDG 8313+00314+00315+00315+3418'29.8'4.5'18.5'R115'R50'R50'R3'R2'R3'R5'R3'31'9'R10'R3'R10'R2'R2'R3'R3'R3'R2'18.5'8'8'9'8'18.5'8'9'8'18.5'8'8'9'8'8'8'9'18.5'27'43'18.5'8'8'9'24'18'18'18'18'24'22'22'31.3'24'22'24.00'43'9'9'9'57.15'65.19'62.71'58.17'85.56'48.76'33.55'101'6'4.5'6'1212121212111919221119199.7'6.8'30.7'30.7'4.5'4.5' TYP.6.8'KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022LAYOUT AND PAVING PLAN -AREA 3RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 3.6AREA 3FOR CONTINUATION SEE 3.2235
VETERAILLINOIS STATE ROUTE 31AASTRI DRIVECOMMUNITYCENTER WITHINDOOR SWPOUTDOOBLDG 1BLDG 2BLDG 301+00302+00303+00304+00305+00306+00307+0025'24.5'18'18'24'44'24'18'18'24.5'11.5'5'5'31'8'8'9'18.5'24'61'18.5'18.5'24'22'24'18.5'18.7'19'8'8'8'9'8'8'9'18.5'18.5'8'8'9'8'8'8'9'8'8'9'8'8'8'18.5'18.5'18.5'24.5'9'8'8'8'18.5'18'18'24'18.5'9'18.5'24.5'31'R5'R5'R15'R20'R8'R3'R15'R3'R2'R3'R3'R2'R8'R2'R3'R2'R2'R3'R345.5'R3'R3'R3'R10'R3'R15'R15'R2'R5'R2'R2'R6'R3'R20'R15'R20'R5'R3'R2'R15'9'25'8'8'9'8'18.5'18.5'18.5'18.5'43'60.94'121.79'100.86'100.86'99.25'117.55'30.67'60.94'R3'2420128121212121219191124.5' TYP.4.5' TYP.9.7'9.7'22.4'6'8'6'9.7'9.7'9.7'4.5' TYP.4.5' TYP.4.5' TYP.27' UTILITY EASEMENT50' BUILDING SETBACK8'8'9'24.5'KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022LAYOUT AND PAVING PLAN -AREA 4RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 3.7FOR CONTINUATION SEE 3.5AREA 4FOR CONTINUATION SEE 3.1236
BLDG 12COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 18BLDG 17BLDG 16BLDG 11DEAN LANEAASTRI DRIVE306+00307+00308+00309+00310+00311+00312+00313+00409+05404+00405+00406+00407+00408+00409+0015.4'18.5'24'18'18'24'4.5'31'4.5'31'24.5'18.5'24'18'18'24'22'25'25'18.5'8'8'9'8'8'8'9'8'8'9'18.5'24'61'18.5'4.5'18.5'27'22'24'18.5'25'8'8'8'9'25'44'18.5'31'22'24'36'24'44'24'18'18'24'21.7'4.5'31'4.5'8'8'9'9'8'8'8'19'8'8'8'9'18.5'25'16.3'18.9'18'18'24'18.5'9'R5'R3'R6'R6'R2'R5'R3'R3'R3'R3'R5'R10'R15'R15'R20'R20'R10'R15'R15'R15'R115'R314.5'R15'R15'R15'R14.5'R7'R15'R314.5'R15'R15'R3'R6'R6'R3'R3'R3'R15'R5'R2' (TYP.)R2' (TYP.)8'8'8'9'8'8'9'18.5'43'24.5'2R3'R10'R3'R15'R15'R2'R6'R6'R3'R15'R3'R15'R10'R3'9'TYP.9'TYP.9'TYP.9'TYP.31'8'8'9'18.5'24.5'R10'R5'R3'R3'9'8'8'9'8'18.5'18.5'27.18'69.61'69.59'69.73'53.6'60.49'114.05'101'147.04'124.99'103.62'200.52'TWO STEPS TO BEPOURED HERE, SEEGRADING PLAN FORDETAILS1212912121919212122112121212192119212420822.4'6'8'6'9.7'4.5'9.7'9.7'16'4.5'9.7'9.7'4.5'4.5' TYP.4.5' TYP.9.7'9.7'9.7'4.5'KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022LAYOUT AND PAVING PLAN -AREA 5RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 3.8FOR CONTINUATION SEE 3.6AREA 5FOR CONTINUATION SEE 3.2FOR CONTINUATION SEE 3.4237
LOT 1AIRIE POINTE BUSINESS PARKSUBDIVISION OF LOTS 16 & 18BLDG 9BLDG10313+00314+0024'18'18'24'22'19.4'22'24'18'18'24'44'24'18'18'29.8'4.5'18.5'18.5'R3'R3'R115'R50'R3'R2'R3'R5'R3'R3'R2'R3'R2'R3'R3'TYP.)9'22.29'R3'9'TYP.31'9'8'8'9'9'8'8'9'9'8'8'8'8'8'9'8'18.5'18.5'18.5'24.5'9'9'27.18'69.61'69.59'69.73'33.55'44.41'65.73'77.68'77.65'101'4.5'121212121919221112124.5'9.7'9.7'9.7'9.7'
4.5'9.7'PEDESTRIAN RAILINGANCHORED INTO T/WALLKEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022LAYOUT AND PAVING PLAN -AREA 6RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 3.8FOR CONTINUATION SEE 3.3FOR CONTINUATION SEE 3.5AREA 6238
OUTLOT AVETERANS PARKWAYAASTRI DRIVEBLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1300+00301+00302+00303+00304+0025'44'24'18'18'24.5'11.5'5'5'31'22'18.5'24'22'24'18.5'18.7'19'8'8'8'9'8'8'9'18.5'18.5'8'8'9'8'8'8'9'R50'R51.3'R5'R10'R10.5'R3'R5'R15'R20'R8'R3'R15'R3'R2'R3'R3'R2'R8'R2'R5'R2'R2'R6'R6'R6'R3'R20'R15'R20'MATCH EXIST.CURB AND GUTTER(TYP.)9'8'8'18.5'18.5'18.5'43'60.36'60.72'151.14'60.94'121.79'60.460.94'103.62'R3'242012121219129.7'9.7'4.5' TYP.4.5' TYP.4.5' TYP.8' PEDESTRIAN PATH8'KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022LAYOUT AND PAVING PLAN -AREA 7RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 3.4FOR CONTINUATION SEE 3.8AREA 7239
LOT 18LOT 2BLDG 16BLDG 15BLDG 14400+00401+00402+00403+00404+00222'24'36'24'44'24'18'18'24'21.7'4.5'31'4.5'31'18.5'24'18'18'24'22'22'8'8'8'9'9'8'8'9'24'18'18'24'22'36'18.5'24.5'5.2'R20' (TYP.)R200'R3'R5'R3'R3'R15'R15'R2' (TYP.)R3'R2' (TYP.)R5'R10'R10.5'R3'R6'R6'R3'R15'R10'R15'R15'R2' (TYP.)R2' (TYP.)R3'R3'R3'R3'9'TYP.9'TYP.9'TYP.9'TYP.R3'MATCH EXIST.PAVEMENT (TYP.)69.73'53.6'52.42'50.27'88.88'55.18'146.67'R15'R231'67.68'157.36'211212121219111111114221119199.7'9.7'9.7'9.7'8'8'8'9'8'8'8'9'9'8'8'9'9'8'8'VETERANS PARKWAY8'8'PEDESTRIAN PATHSEE OFF SITE PLANSBY V3 FOR PEDESTRIANPATH CONTINUATIONKEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022LAYOUT AND PAVING PLAN -AREA 8RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 3.5FOR CONTINUATION SEE 3.7AREA 8240
FF826.90FF 828.10FF 830.50FF 829.90FF 828.00FF 829.50FF828.55FF 827.70FF 826.30FF 824.80FF 823.85FF826.20FF827.00FF 827.65FF 827.65FF 831.15FF 827.10FF 827.10FF 825.30FF 824.20FF 824.15FF 824.15FF 826.30FF826.65FF 827.40FF 827.15FF828.95FF 830.50FF 829.30FF 829.00FF828.85FF826.30FF826.80FF 828.10FF825.65FF828.15FF 828.65FF827.90FF825.65827829828838837833827829833833831833833832827827832832827828826826827827828828827827827829826 826827
828827827824826828828827829829828829828827827826826826827829829829828829828829826826827829831828829828828828827
826826826831832831826828827827827826827823824822 825823824822822821824823826828826828827827826827828 828828828828827829829828
829833827829828829832829829829828827826826827828829829828827826828829829828827826826827826824823 822824822824824827829829824827826826826827827826827828822823824823824823822826826824822823824823823822827826828835830835830830830830830830835835830835835830835830830830830830830830830830830825830830825825835830830825830830825825825
825
825825
825825
825825820825830835830830825825820830830825825825825820825825825
825825826828829828
828826822821824823822825
823
822
820819818817827827824824
827826828820829829824823831821 820819818
LOT 1LOT 3LOT 2LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10 LOT 11LOT 12 LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18PARCEL 3UNSUBDIVIDED LANDSOUTLOT ALOT 1LOT 2PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18VETERANS PARKWAYILLINOIS STATE ROUTE 31AASTRI DRIVEILLINOIS STATE ROUTE 31PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BLDG 12BLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1BASKETBALLCOURTBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 15BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11DEAN LANEAASTRI DRIVEBLDG 14PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)5' RETAININGWALLTRASH COMPACTORPHASE 2DROP FOUNDATION827.64KEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4AREA 5AREA 6AREA 7 AREA 8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.0 Grd211232.dwg12/6/2022OVERALL GRADING PLANRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone241
UILLINOIS STATE ROUTE 31BASKETBALLCOURTBLBLBLDG 4PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)827.1827828.90828.95R 828.45828.95R 827.60828.85827.97828.20827.97828.0T/C 828.56829.10E/P 829.81830.45829.40R 828.90830.45830.45828.90828.85828.85828.95828.95828.85828.85828.85828.90828.90828.95828.95828.8545E/P 829.81R 826.00829.91829.96829.91830.75830.75R 828.50R 825.60E/P 829.81E/P 829.81E/P 829.81E/P 829.81E/P 829.81T/C 830.37828.95828.95828.95828.95829.64828.60828.60R 827.70R 828.50R 827.00831.30830.70R 827.00827.33827.4829.81R 8ADJUST RIMTO 827.80F82FF 830.50FF 829.30FF 829.00FF828.85T/C 828.56827.65828.6827.90838837833827829833833831833828827826829829829828826831832831828828 828828829829828
829833827829828829829829835830830835835830835830830830830835830830830830835830830830.34830.34830.25830.25830.25830.25830.42830.14830.10830.74830.65830.35830.35830.19830.35KEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8NOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4. PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022GRADING PLAN - AREA 1RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 4.4FOR CONTINUATION SEE 4.2AREA 1242
LP 824.28HP 824827.64UNSUBDIVIDED LANDSTBALLRTBASKETBACOURTBLDG5G4BLDG 6BLDG 7AASTRI DRIVEPLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)827.19826.55826.11825.90825.26827.30826.48826.02824.97827.20827.07826.53825.97825.37824.97826.25828.95828.90828.90828.85T/C 828.77828.51E/P 828.21827.40827.15827.15826.95R 826.65826.95R 826.65826.95827.15827.15827.40827.25827.25827.25827.25826.40827.15827.15826.95R 826.65826.95R 826.65826.95827.15827.15827.40827.60827.40827.40828.51827.95827.65827.65827.65826.71826.30828.60828.60828.60828.55828.00828.00828.00827.89828.90828.95828.00828.00827.45827.45T/C 828.43E/P 827.87827.60826.56826.56827.60828.95R 827.60827.10827.40828.00T/C 828.43E/P 827.87827.70827.70827.60T/C 828.52E/P 827.96T/C 828.47E/P 827.91828.00R 827.35827.10R 826.00R 826.60826.80826.80826.80826.80826.80826.80826.90826.90826.90826.90826.90826.90826.85826.85826.83826.83825.55825.65828.15828.15827.97828.20827.97828.05R 826.20827.88827.50827.50827.50828.00827.50828.00828.00T/C 828.56826.20825.70R 825.00R 824.60R 824.60R 825.00R 824.80R 824.40826.00826.00825.50R 825.20826.90R 826.40R 826.20827.00827.20R 828.90830.45828.90828.85828.95828.95828.90828.85828.85828.85828.85R 828.15828.95828.95828.95828.95828.85828.85828.85828.90828.90828.95828.95828.95828.95828.85828.85828.85828.85827.25827.15827.15827.15828.00828.00828.26828.26828.90828.90828.40828.40828.00828.90T/C 828.82E/P 828.26T/C 828.82E/P 828.26T/C 828.82E/P 828.26828.00828.00T/C 828.82E/P 828.26R 823.00829.91829.96830.75R 825.60826.60E/P 829.81T/C 830.37828.95828.95828.95828.95829.64828.60828.60R 827.70828.00828.00T/C 828.82E/P 828.26828.90828.40828.40828.90828.90828.26828.26828.26828.26828.26828.26R 827.58827.70827.70827.70827.70827.96827.96827.96827.96827.96827.96827.96827.70827.70827.70827.70T/C 828.52E/P 827.96T/C 828.52E/P 827.96T/C 828.52E/P 827.96T/C 828.52E/P 827.96828.55828.65828.65828.65828.60828.60828.65828.65828.55828.55828.55828.65828.60828.65828.60828.65828.65828.55828.60828.10828.65828.55828.65828.65828.55828.55828.55828.55828.60828.10828.10828.60828.65828.65828.65828.65828.65828.55828.60828.10828.60R 827.85828.15827.50828.10828.10R 827.00R 827.00827.80R 826.90827.90825.20827.60826.60825.15825.23826.90826.90825.61825.68825.68825.68825.39825.39827.33827.40826.68826.75826.04826.11825.39825.46R 827.20ADJUST RIMTO 827.80R 825.22R 825.22825.04825.04827.55827.55827.55T/C 827.46E/P 826.90T/C 826.90E/P 826.44827.39825.73825.49825.42826.56T/C 827.00827.07826.75826.13826.60825.77825.70826.08825.65825.58825.23825.44825.37825.16825.35825.28825.44825.56825.67825.61825.54825.60825.49825.80T/C 826.01T/C 825.37825.44825.48826.07825.60825.56826.82825.90825.72825.82825.32825.70825.60T/C 825.26T/C 825.83T/C 826.75T/C 826.00R 826.01R 826.01826.93827.04826.87826.97827.04826.97826.52826.49826.52826.49826.64826.61826.61826.64T/C 826.88T/C 826.53826.39826.32826.49826.42826.60826.57826.50FF 827.40FF 827.15FF828.955028.85FF828.15FF 828.65826.48826.41826.29827.14827.11T/C 828.56827.65828.60827.02826.95826.93826.86827.23T/C 827.11827.05ADJUST RIMTO 827.11R 825.00R 825.10826.30827.90826.10827826826829828831826
828827827827828826828827827826827828 828828828828827829829828
829829828827826826827828829829828827826828829829828827826826824830830825825830830825830.34830.34830.25830.25830.25830.25830.42830.14830.10830.74830.65830.35830.35830.19830.35826.90826.90826.32828.50828.50828.50KEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8NOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4. PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022GRADING PLAN - AREA 2RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 4.5FOR CONTINUATION SEE 4.3AREA 2FOR CONTINUATION SEE 4.1243
LP 824.28HP 824.86PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 7BLDG 8824.97824.97828.00828.00828.00827.89827.75827.75825.55826.30826.30826.10826.55826.30826.30826.10R 825.70R 825.70826.00826.55826.30826.30826.10826.55826.30826.10R 825.70R 825.70826.00826.40826.40826.40826.40826.65826.65826.95826.50826.25826.45825.82825.40T/C 825.21E/P 824.65824.65824.50825.55824.40824.15823.95R 823.65823.95R 823.65823 95824.15825.70826.60T/C 827.67E/P 827.11T/C 827.81E/P 827.25T/C 827.67E/P 827.11826.85827.00827.10R 824.15T/C 825.48E/P 824.92825.56T/C 827.92E/P 827.36828.00827.10R 827.35T/C 825.47E/P 824.91826.65R 826.40FG 826.10FG 825.15R 826.60827.90827.80827.80827.80827.75827.85827.85827.80826.85826.85826.85827.11827.11827.75T/C 827.67E/P 827.11T/C 827.67E/P 827.11T/C 827.67E/P 827.11826.85826.85826.85826.71825.95826.75T/C 827.21E/P 826.77827.75827.75826.40826.30826.85827.22824.93825.04825.15825.40825.04825.04825.09824.45825.39825.47824.75824.65824.47826.80826.909003825.55825.65825.65828.15828.15827.10827.10827.10827.10827.10827.10827.10826.30826.30826.30826.30825.55824.70T/C 824.61T/C 825.01825.01825.26824.76T/C 825.26T/C 825.85R 826.20827.88827.50827.30827.80826.68826.64T/C 827.67E/P 827.11T/C 827.67E/P 827.11T/C 826.63E/P 826.07825.60824.96827.50827.50828.00827.36827.50828.00828.00827.36827.36827.36R 825.00R 825.00R 824.80R 824.40826.00826.00825.50R 826.20827.00827.20R 824.60R 824.60R 824.10826.60825.40825.40825.00R 823.40R 823.10824.20824.10R 823.00828.5565.65828.65828.60828.60828.6528.6528.55828.55828.55828.65828.60828.65828.608.658.65828.55828.15827.50828.10828.10T/C 827.92E/P 827.36T/C 827.92E/P 827.36T/C 827.92E/P 827.36T/C 827.92E/P 827.36827.36827.36826.85825.89825.99825.92826.42826.42826.77T/C 827.73E/P 827.15826.60827.07827.29826.65T/C 827.00826.85T/C 827.67E/P 827.11826.85825.20826.60827.25827.25827.75827.11827.75824.65T/C 824.76824.45824.53825.55825 10827.11827.11827.11827.11T/C 825.52T/W 824.50F/G 821.00T/W 824.60F/G 823.00T/W 824.60F/G 824.6059825.63826.275.04825.04FF 826.30FF826.65FF828.15FF827.90R 826.62828.19828.28827.87827.78827.87827.78827.73827.73827.73827.73828.75827.90827.90827.08825.15825.10825.15824.20824.20824.30827.87827.78827.78827.78827.78827.87827.99827.90827.75827.83827.08826.69827826.10T/BERM 825.90T/BERM 826.10T/BERM 825.90T/BERM 825.70T/BERM 825.60T/BERM 824.70826
27827827826827823824822826828827827826827826828829829828827826827826824823 822824822824824824827826825825825825
825
825825
825
825825825820825R 823.40827826KEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8NOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4. PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022GRADING PLAN - AREA 3RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 4.6AREA 3FOR CONTINUATION SEE 4.2244
HP 829.43VETERAILLINOIS STATE ROUTE 31AASTRI DRIVECOMMUNITYCENTER WITHINDOOR SWPOUTDOOBLDG 1BLDG 2BLDG 3E/P 829.81R 827.15830.93830.15829.75829.55829.85830.15830.05829.90830.05830.50828.85829.80T/C 827.18826.58828.25828.33829.10828.95828.95T/C 829.37E/P 829.81830.45E/P 829.81T/C 828.42828.45828.45831.15831.15829.50T/C 829.37E/P 828.81828.81T/C 829.77E/P 829.21T/C 829.77E/P 829.21830.05830.05R 827.52E/P 829.81829.40FF 830.50FF 829.90FF 828.00FF 829.50FF 827.65FF 827.65FF828.85829828833833832827827832832827829829828829828829831828829828828828827
826826832829829829827829829831.00831835830830830830830830835830835830830830830830830830830830835830830830828829828
828829829KEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4. PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022GRADING PLAN - AREA 4RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 4.7FOR CONTINUATION SEE 4.5AREA 4FOR CONTINUATION SEE 4.1245
LP 824.28LP 825.41HP 826.13LP 825.40HP 826.10LP 824.87BLDG 12COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 18BLDG 17BLDG 16BLDG 11DEAN LANEAASTRI DRIVETWO STEPS TO BEPOURED HERE827.19826.55826.11825.90825.26827.30826.48826.02824.97827.20827.07826.53825.97825.37824.97T/C 825.02T/C 825.62T/C 826.23T/C 825.99T/C 825.55T/C 825.57T/C 826.15824.59826.25824.59826.30827.95830.93830.15827.00826.45826.25826.20826.00R 825.60825.90R 825.60826.30826.50826.30826.45826.20826.20826.00R 825.60825.90R 825.60827.25827.30827.95828.05828.05828.05828.05826.85826.09826.20826.23825.55825.70826.33827.00827.10826.25826.25826.25826.25826.85826.85826.85826.85826.46T/C 826.38E/P 825.82825.09T/C 825.02E/P 824.46824.20824.20826.80T/C 826.72E/P 826.16824.63824.21825.05824.63825.50825.60825.25825.75825.75825.25825.40825.84825.85826.75826.75826.75824.20824.20824.21823.93823.63825.05824.63824.05R 823.70R 823.70825.40825.40825.60825.60825.40825.40825.55825.30825.30825.10825.55825.30825.30825.10R 824.70825.60R 824.70825.50FF 826.00824.00824.91E/P 825.58T/C 826.14826.22825 33R 825.50826.00827.00T/C 828.03E/P 827.45T/C 827.97E/P 827.41T/C 826.77826.30824.30825.90R 826.10827.05R 827.30R 825.00825.10824.30T/C 825.02E/P 824.46T/C 826.67E/P 826.10T/C 826.77E/P 826.11R 825.50T/C 824.83E/P 824.25T/C 826.17E/P 825.61825.35R 826.00FG 822.00F/G825.30825.30825.30825.30825.35826.80826.90826.90826.90826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.90826.90826.90826.90826.90826.90826.90826.90826.90826.85826.85826.83826.83826.70826.70R 823.60R 824.30R 824.30R 824.30826.70826.70826.70826.70826.70826.75826.75826.20826.30826.30826.30826.30826.30826.30826.30826.30826.30826.30826.30826.20826.20826.20826.20826.20826.20826.20826.20826.20826.80826.25826.25826.25826.20826.20826.25826.25826.30826.30826.80826.80826.80826.70826.70826.80826.80826.80826.80826.80826.80826.80826.80826.75826.75826.20826.75826.25826.25T/C 826.67E/P 826.11826.75T/C 826.67E/P 826.11T/C 826.67E/P 826.11T/C 826.67E/P 826.11T/C 826.67E/P 826.115T/C 826.77E/P 826.21T/C 826.77E/P 826.21T/C 826.77E/P 826.21T/C 826.77E/P 826.21826.20826.20828.00828.00828.00828.10828.10828.05828.05828.10828.00828.00828.00828.00828.05828.05828.00828.00828.00828.00828.10828.10828.10828.00828.00828.00828.00828.10828.10828.10828.10828.00827.65T/C 827.97E/P 827.41T/C 827.97E/P 827.41826.10825.58825.51825.82T/C 825.75825.62826.10826.34825.93826.00826.05825.98825.81826.05825.98T/C 826.43826.24E/P 826.21827.55827.55828.05E/P 827.41825.67825.64825.70825.63825.67825.74825.77825.90825.97825.47826.30T/C 826.23825.72825.78825.78825.72827.10825.69T/C 825.70825.77825.50825.57825.70825.63825.38825.51825.44825.31825.45825.38824.88825.08825.08R 824.51R 824.51T/C 825.01T/C 825.01R 825.30826.00826.00826.60824.15824.15R 824.30824.80824.80824.80824.80821825.30827.41827.41827.41T/C 827.97/C 828.42831.15831.15826.50R 825.60826.60826.60R 827.00825.20826.85826.35826.35826.85825.15825.23826.90826.90826.90826.90825.61825.68825.68825.68825.39825.39826.80826.80826.75826.75826.11826.80826.70826.70826.25826.30T/C 826.17E/P 825.61826.30826.30826.30826.30826.30825.75825.75T/C 827.97828.10828.10828.10828.10828.10828.10E/P 827.41T/C 827.97828.05827.35827.10T/C 827.97T/C 827.97827.33827.40826.68826.75826.04826.11825.39825.46R 827.20ADJUST RIMTO 827.80R 825.22R 825.22825.28825.26825.28825.26T/C 826.27826.27825.22825.08824.92824.99825.15825.29T/C 825.61825.94825.75825.82T/C 825.87825.41825.34825.39T/C 825.32825.11825.04825.28T/C 825.21825.09825.11824.75825.35T/C 825.27825.04825.04825.73825.49825.42825.77825.70826.08825.65825.58825.23825.44825.37825.16825.35825.28825.44825.56825.67825.61825.54825.60825.49825.80T/C 826.01T/C 825.37825.44825.48826.07825.60825.56826.82825.90825.72825.82825.32825.70825.60T/C 825.26T/C 825.83T/C 826.75T/C 826.00R 826.01R 826.01826.93827.04826.87826.97827.04826.97826.52826.49826.52826.49826.64826.61826.61826.64T/C 826.88T/C 826.53826.39826.32826.49826.42826.60826.57826.50FF826.90FF 828.10FF826.20FF827.00FF 827.65FF 831.15FF 827.10FF 827.10FF 825.30FF 824.20FF828.85FF826.30FF826.80FF 828.10826.48826.41826.29827.14827.11827.02826.95826.93826.86827.23T/C 827.11827.05ADJUST RIMTO 827.11R 823.00R 825.00R 825.60826.30827.90826826827827827827826826826828828829826826827829827829824827826826826831.00831.00831.00827827826827828826.50824823822826826824830830830825825825825825825826.32828829831T/W 820.50F/G 820.5036" ST IN HEADWALLI.E. 818.00I.E. 817.30KEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8NOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4. PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022GRADING PLAN - AREA 5RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 4.8FOR CONTINUATION SEE 4.6AREA 5FOR CONTINUATION SEE 4.2FOR CONTINUATION SEE 4.4246
LP 824.28LOT 1AIRIE POINTE BUSINESS PARKSUBDIVISION OF LOTS 16 & 18BLDG 9BLDG10824.97824.97825.40T/C 825.21E/P 824.65824.65824.50825.60825.60825.55T/C 825.47E/P 824.91825.60825.65825.55T/C 825.47E/P 824.91825.55824.40824.15824.15823.95R 823.65823.95R 823.65823.95824.15824.15824.25824.25824.25824.25824.40824.15824.15823.95R 823.65823.95R 823.65823.95824.15824.15824.40824.55824.15824.15824.75826.25826.255825.09T/C 825.02E/P 824.46824.20824.20826.80T/C 826.72E/P 826.16824.63824.21825.05824.63826.75824.20824.20824.21823.93823.63825.05824.63824.05R 823.70R 823.70040824.00824.91824.30825.90825.10824.30T/C 825.02E/P 824.46T/C 826.77E/P 826.11T/C 824.83E/P 824.25T/C 826.17E/P 825.61825.35R 824.15T/C 825.48E/P 824.92825.56823.45824.45825.65825.60825.60824.65T/C 825.47E/P 824.91825.04825.04825.09824.45825.39825.47824.75824.65824.47824.15824.15824.15824.15824.65FG 822.00F/G 821.00.3030826.80826.90826.80826.80826.80826.900825.55825.65825.60825.55825.55825.55825.55825.55825.55825.55825.60825.60825.65825.65825.60825.65825.65825.65825.65R 825.85825.60824.70825.65825.55825.55825.55825.10825.65825.65825.55825.65825.65825.65825.55825.55825.55825.65825.65825.60825.60825.55824.70824.70824.70824.70R 823.50R 824.30826.70826.70826.70826.70826.75826.20826.30826.30826.30826.30826.30826.20826.20826.20826.20826.25826.30826.30826.70826.80826.80826.80826.80826.80826.80T/C 825.52E/P 824.96824.70824.70824.70T/C 825.52E/P 824.96T/C 825.52E/P 824.96T/C 825.52E/P 824.96T/C 825.52E/P 824.96T/C 824.61T/C 825.01825.01825.26824.76T/C 825.26825.10825.60825.55825.55825.55825.55825.60825.60825.60825.60825.65825.65825.65825.60R 824.85824.70824.70824.70824.70825.65825.65825.65825.60825.55825.55825.60824.96824.96824.96824.96824.96824.96824.96826.75R 823.10824.10R 821.50R 822.00R 821.60822.50823.00R 821.60R 823.00824.15824.15R 824.30.80824.80821.00825.20824.00824.65T/C 824.76824.45824.53825.55825.55825.65825.65825.65825.60825.10825.60825.10825.60824.70824.70824.70824.70824.96824.96824.96825.10825.10825.60825.65825.65825.65824.96T/C 825.52T/C 825.52T/C 825.52T/C 825.52E/P 824.96E/P 824.96E/P 824.96E/P 824.96824.96824.96824.96825.65825.65T/W 823.50F/G 823.50T/W 824.00F/G 821.50T/W 824.50F/G 822.00T/W 824.50F/G 821.50T/W 824.50F/G 821.00T/W 824.50F/G 821.00T/W 824.60F/G 823.00T/W 824.60F/G 824.60823.00822.60821.80± M.E.822.50± M.E.822.50± M.E.823.6026.80826.17825.61826.30825.63.04825.04FF 824.20FF 824.15FF 824.15FF825.65FF825.65R 823.00824.20824.20824.30822824824822823824823.60823T/BERM 823.508248238228268268248228238248238238228825825820825825825825825R 823.40823.60822
824824
T/W 822.00F/G 818.00821 820
819 818T/W 821.00F/G 821.00T/W 820.50F/G 820.50I.E. 815.50I.E. 816.50I.E. 817.5036" ST IN HEADWALLI.E. 818.00I.E. 817.30PEDESTRIAN RAILINGANCHORED INTO T/WALLKEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8NOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4. PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022GRADING PLAN - AREA 6RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 4.8FOR CONTINUATION SEE 4.3FOR CONTINUATION SEE 4.5AREA 6247
OUTLOT AVETERANS PARKWAYAASTRI DRIVEBLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1827.95R 827.1583829.75829.55829.85830.15830.05R 825.20830.05T/C 827.18826.58828.25828.33R 826.50827.30826.20R 825.30R 825.30826.00826.00828.95828.95T/C 829.37T/C 828.42828.45828.45828.45828.45828.45828.45828.45828.45828.45828.45831.15831.15829.50T/C 829.37E/P 828.81828.81830.05830.05R 827.52FF 828.00FF 829.50FF828.55FF827.00FF 827.65FF 827.65FF 831.15824.86± M.E.824.60± M.E.825.40825.30± M.E.825.55825.45± M.E.825.54± M.E.825.55± M.E.825.40± M.E.829828832827827828828827827827829827
828827826827829831828829828828828827
826
826832829831.00831.00831.00826827828826.5082883083083083083083083083082830825826828829828
828824.30± M.E.824.06± M.E.826.50826827827829829KEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8NOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4. PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022GRADING PLAN- AREA 7RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 4.4FOR CONTINUATION SEE 4.8AREA 7248
LP 822.02HP 826.05LP 825.41HLOT 18LOT 2BLDG 16BLDG 15BLDG 14T/C 825.99T/C 825.55827.95827.00827.00826.45826.25826.20826.00R 825.60825.90R 825.60826.00826.25826.20826.45826.50826.30826.30826.50826.30826.45826.20826.20826.00R 825.60825.90R 825.60826.00826.20826.20826.45827.93827.30827.25826.95T/C 826.87E/P 826.31827.65827.65826.05826.00826.20R 825.20826.25826.25826.25826.25825.54825.05824.60824.80824.80824.90824.90825.10824.90824.90825.10824.80824.60824.80825.05R 824.20R 824.20824.60824.33824.50823.68823.85823.85824.00824.00824.00824.00R 823.40823.75R 823.40823.60823.86823.86824.21824.21824.55824.55824.21824.21824.91E/P 825.58T/C 826.14826.22825.33826.25826.25826.25826.25824.91827.00E/P 827.41825.57825.15825.64825.57824.85825.85826.75R 826.90T/C 826.57E/P 827.01826.30R 825.20825.35823.20T/C 824.49E/P 823.93T/C 826.17E/P 825.61T/C 828.01E/P 827.45T/C 827.57E/P 827.01R 825.50T/C 824.83E/P 824.25T/C 826.17E/P 825.61825.35826.30826.30826.30826.30826.30826.20826.20826.20826.20826.20826.20826.20826.20826.20826.25826.25826.30826.30R 823.40825.10826.30826.25T/C 826.17E/P 825.61824.80824.80824.80824.80825.35T/C 826.17E/P 825.61826.25T/C 826.17E/P 825.61T/C 826.17E/P 825.61T/C 826.17E/P 825.61T/C 826.17E/P 825.61T/C 826.17E/P 825.61F/G 822.00F/G 821.00827.60827.70827.70827.70827.70827.70827.70827.70827.70827.60827.60827.60827.60827.60827.60827.60827.60827.60827.60827.60827.60827.60827.65827.65827.60827.70827.60827.65826.30826.20826.20826.50826.25827.15827.15825.85826.20826.20823.73T/C 823.81824.23T/C 824.31824.41824.49824.57823.94823.87823.53823.46824.26824.46824.39T/C 824.82T/C 826.05825.61826.35T/C 825.28825.88825.95826.08826.01825.26825.78825.73825.66T/C 825.83826.10825.50825.43825.38825.45825.34825.58825.51825.82T/C 825.75825.62826.10826.34825.93826.00E/P 827.417.30826.20R 825.00R 825.20826.10R 825.30R 825.30826.00826.00R 821.70R 823.00R 822.00R 822.00824.80824.20R 824.00822.30824.80F/G 821.00T/C 826.17E/P 825.61R 825.16826.30826.30826.30826.30826.30825.75825.75825.61827.70827.70827.70827.70827.65827.65827.65827.65827.70827.70827.70827.65827.65T/C 826.57E/P 827.01T/C 826.57E/P 827.01T/C 826.57E/P 827.01R 826.54R 826.60E/P 827.41823.63T/C 823.60823.67825.28825.26825.28825.26T/C 826.27FF 827.70FF 826.30FF 824.80FF 823.85FF826.20FF827.00M.E.FF826.30R 823.00R 825.14R 825.19819.81819.81R 824.08829826826827
82882782782482682882882782825823824822822821824823826826827828826.50825825825820825825826.50826823.30823.30822821824823822825
823 820819818817820824823I.E. 815.50I.E. 817.00I.E. 820.50KEY MAPNOT TO SCALEAREA 1 AREA 2 AREA 3AREA 4 AREA 5 AREA 6AREA 7AREA 8NOTES:1. ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2. ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4. PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022GRADING PLAN - AREA 8RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 4.5FOR CONTINUATION SEE 4.7AREA 8249
LOT 3LOT 4LOT 5LOT 8LOT 9LOT 12UNSUBDIVIDED LANDSILLINOIS STATE ROUTE 31ILLINOIS STATE ROUTE 31BLDG 12UNITYWITHMMINGBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)406+00407+00408+00409+00409+05304+00305+00306+00307+00308+00309+00310+003HP 829.43HP 826.10LP 824.87BREAK 825.81FF 828.10FF 830.50FF 829.900FF 827.10FF 827.10FF 827.40FF 827.15FF828.95FF 830.50FF 829.30FF 829.00FF828.85838837833827829833833831833833832832827828826826827827829829828829828827827826826826829829829828829828829826831832831828828 828828828828827829829828
8298338278298288298298298288278268268278288298298288278278298298278267835830835830830830835835830835835830835830830830830830830830825835830830830830835830830830830825828831INLET BASKET(TYP.)SILT FENCE(TYP.)NOTES:1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCEPRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWNAND INSTALL ADDITIONAL SILT FENCE WHEREVERNECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALLOPEN LID STRUCTURES. SEE INLET PROTECTIONDETAIL ON SHEET 5.5.4. EROSION CONTROL BLANKET (ROLLMAX ERONET S150OR APPROVED EQUAL) SHALL BE PLACED ON ALLAREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND INBOTTOM AND SIDE SLOPES OF SWALES WHERENOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURES INAND AROUND THE PROPOSED IMPROVEMENTS ARE TOREMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THEPROPOSED IMPROVEMENTS ARE COMPLETED ANDTHE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BYV3 COMPANIES. THE CONTRACTOR IS RESPONSIBLEFOR IMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDEROSION CONTROL BLANKETCONCRETE WASHOUTCONSTRUCTION ENTRANCEKEY MAPNOT TO SCALEN:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022EROSION CONTROL PLAN - AREA 1RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 5.4FOR CONTINUATION SEE 5.2AREA 1250
LOT 9LOT 10 LOT 11LOT 12 LOT 13LOT 14LOT 15LOT 16 LANDSPLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11AASTRI DRIVE406+00407+00408+00409+00409+05310+00311+00312+00313+00314+00315+00315+34LP 824.28HP 824.86HP 826.10LP 824.87BREAK 825.81FF826.90FF 825.30FF 824.20FF 824.15FF 824.15FF 826.30FF826.65FF 827.40FF 827.15FF825.65FF828.15FF 828.65FF827.90FF825.65827826826
828827827827826827823824822826828827827826827828826826827828829829828827826828829829828827826826827826824823 822824822824824827826822823824823826824822823824823823822827826825825825825825825
825
825825
825
825825825820825820825825825822
824824
827826821 820819818 DROP FOUNDATIONINLET BASKET(TYP.)RIP-RAPSILT FENCE(TYP.)SILT FENCE(TYP.)827.64NOTES:1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCEPRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWNAND INSTALL ADDITIONAL SILT FENCE WHEREVERNECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALLOPEN LID STRUCTURES. SEE INLET PROTECTIONDETAIL ON SHEET 5.5.4. EROSION CONTROL BLANKET (ROLLMAX ERONET S150OR APPROVED EQUAL) SHALL BE PLACED ON ALLAREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND INBOTTOM AND SIDE SLOPES OF SWALES WHERENOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURES INAND AROUND THE PROPOSED IMPROVEMENTS ARE TOREMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THEPROPOSED IMPROVEMENTS ARE COMPLETED ANDTHE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BYV3 COMPANIES. THE CONTRACTOR IS RESPONSIBLEFOR IMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDEROSION CONTROL BLANKETCONCRETE WASHOUTCONSTRUCTION ENTRANCEKEY MAPNOT TO SCALEN:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022EROSION CONTROL PLAN - AREA 2RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 5.4FOR CONTINUATION SEE 5.1AREA 2251
LOT 1LOT 2LOT 6LOT 7OUTLOT AVETERANS PARKWAYILLINOIS AASTRI DRIVEBLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1BLDG 18DEAN LANEBLDG 14400+00401+00402+00403+00404+00405+00406+00300+00301+00302+00303+00304+00BREAK 824.50BREAK 828.16BREAK 822.50LP 822.02HP 826.05LP 825.41HP 826.13LP 825.40HP 826.10FF 828.00FF 829.50FF828.55FF 827.70FF826.20FF827.00FF 827.65FF 827.65FF 831.15FF 828.10829828832827827832826826827827828828827827827829826826827
828827827824826828828827827826826827829831828829828828828827
826
826822824823826832829829829826826827827826827828828830830830830830830830830830830830830830825830825825825826828829828
828826827827829829831CONCRETEWASHOUTCONSTRUCTION ENTRANCESEE DETAIL ON SHEET 5.4CONCRETEWASHOUTINLETBASKET(TYP.)SILT FENCE(TYP.)SILT FENCE(TYP.)NOTES:1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCEPRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWNAND INSTALL ADDITIONAL SILT FENCE WHEREVERNECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALLOPEN LID STRUCTURES. SEE INLET PROTECTIONDETAIL ON SHEET 5.5.4. EROSION CONTROL BLANKET (ROLLMAX ERONET S150OR APPROVED EQUAL) SHALL BE PLACED ON ALLAREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND INBOTTOM AND SIDE SLOPES OF SWALES WHERENOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURES INAND AROUND THE PROPOSED IMPROVEMENTS ARE TOREMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THEPROPOSED IMPROVEMENTS ARE COMPLETED ANDTHE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BYV3 COMPANIES. THE CONTRACTOR IS RESPONSIBLEFOR IMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDEROSION CONTROL BLANKETCONCRETE WASHOUTCONSTRUCTION ENTRANCEKEY MAPNOT TO SCALEN:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022EROSION CONTROL PLAN - AREA 3RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 5.1FOR CONTINUATION SEE 5.4AREA 3252
LOT 16LOT 17LOT 18PARCEL 3LOT 1LOT 2PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18BLDG 17BLDG 16BLDG 15DEAN LANE400+00401+00402+00403+00404+00405+00406+00BREAK 822.50LP 822.02HP 826.05LP 825.41HP 826.13LP 825.40HP 826.10FF 826.30FF 824.80FF 823.85FFF826.30FF826.80826825823824822822821824823826824826826824823822826823823822825825820825825820825825822821824823822825
823 820819818817820824823DROP FOUNDATIONAS NEEDEDDROP FOUNDATIONRETEHOUTRANCEEET 5.4INLET BASKET(TYP.)SILT FENCE(TYP.)VETERANS PARKWAYNOTES:1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCEPRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWNAND INSTALL ADDITIONAL SILT FENCE WHEREVERNECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALLOPEN LID STRUCTURES. SEE INLET PROTECTIONDETAIL ON SHEET 5.5.4. EROSION CONTROL BLANKET (ROLLMAX ERONET S150OR APPROVED EQUAL) SHALL BE PLACED ON ALLAREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND INBOTTOM AND SIDE SLOPES OF SWALES WHERENOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURES INAND AROUND THE PROPOSED IMPROVEMENTS ARE TOREMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THEPROPOSED IMPROVEMENTS ARE COMPLETED ANDTHE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BYV3 COMPANIES. THE CONTRACTOR IS RESPONSIBLEFOR IMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDEROSION CONTROL BLANKETCONCRETE WASHOUTCONSTRUCTION ENTRANCEKEY MAPNOT TO SCALEN:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022EROSION CONTROL PLAN - AREA 4RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 5.2FOR CONTINUATION SEE 5.3AREA 4253
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022EROSION CONTROL DETAILSRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneAASIDE ELEVATIONBBPLAN VIEWNOTES:1. Filter fabric shall meet the requirements of material specification592GEOTEXTILE, Table I or 2, Class, I II or IV and shall be placed over thecleared area prior to the placing of rock.2. Rock or reclaimed concrete shall meet one of the following IDOT coarseaggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according toconstruction specification 25 ROCKFILL using placement Method 1 and ClassIII compaction.3. Any drainage facilities required because of washing shall be constructedaccording to manufacturers specifications.4. If wash racks are used they shall be installed according to the manufacturer'sspecifications.Filter FabricExisting GroundExistingPavement*Must Extend Full WidthOf Ingress And EgressOperation.Coarse AggregatePositive Drainage To SedimentTrapping Device.Wash Rack6"STABILIZED CONSTRUCTION ENTRANCE PLANExisting Ground10'10'10'ExistingPavementL = 100'L = 100'14'PLAN VIEWNOTES:1. MAINTAINING TEMPORARY CONCRETE WASHOUTFACILITIES SHALL INCLUDE REMOVING AND DISPOSINGOF HARDENED CONCRETE AND/OR SLURRY ANDRETURNING THE FACILITIES TO A FUNCTIONALCONDITION.2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN ANEW AREA ONCE WASHOUT BECOMES TWO-THIRDSFULL.3. CONCRETE COLLECTION AREA SECURED IN PLACELINED WITH 30-MIL POLYETHYLENE OR APPROVEDEQUIVALENT.CONCRETEWASHOUTAREASIGN DETAILPlywood or Aluminum48" X 24" Min.4"x4"x6' Wood Postor 6' Steel Post Min.Letters 6" Min. Height30-MIL POLYETHYLENE10' Min10' Min2.5'3.5' MinTEMPORARY CONCRETE WASHOUT FACILITY - BARRIER WALLCOIR LOG / SEDIMENT TRAPPLAN VIEWSECTIONCREATE CONTINUOUS BARRIERBETWEEN COIR LOGFLARED END SECTION2" x 2" STAKESINSTALLED INCOIR LOGFLOWNOTES:1. COIR LOGS TO BE STAKED, OR OTHERWISE ANCHORED, IF NECESSARY.2. COIR LOGS SHALL BE PLACED WITH ENDS TIGHTLY ABUTTING THEADJACENT CORES.3. EACH COIR LOG SHALL BE FIRMLY EMBEDDED IN THE SOIL.4. INSPECTION SHALL BE FREQUENT AND AFTER RAIN EVENTS, REPAIR ORREPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.5. COIR LOGS SHALL BE REMOVED AS DIRECTED BY ENGINEER.18" MINIMUMFES #W1 W2 La dROCK GRADATIONRIP RAP SIZING TABLESIZEFES 7-1FES 8-1FES 9-1FES 10-130"7.5' 20.5' 18' 15" RR-324"6' 18' 16' 15" RR-318"4.5' 15.5' 14' 15" RR-330"7.5' 20.5' 18' 15" RR-3HEADWALL 36"9' 23' 20' 20" RR-4FES 11-122"x34"9' 23' 20' 20" RR-4254
LOT 1LOT 3LOT 2LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10 LOT 11LOT 12 LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18PARCEL 3UNSUBDIVIDED LANDSOUTLOT ALOT 1LOT 2PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18VETERANS PARKWAYILLINOIS STATE ROUTE 31AASTRI DRIVEILLINOIS STATE ROUTE 31PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BLDG 12BLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1BASKETBALLCOURTBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 15BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11DEAN LANEAASTRI DRIVEBLDG 14PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)RELOCATEDFIRE HYDRANTCONNECT TOEX. WM WITH TEEEX. 12" WATERMAINEX. 10"WATERMAINEX. 10" WMEX. 8" SAN MAIN8" WMR: 825.69IE: 816.13EX. 8" WATERMAIN300+00301+00302+00303+00304+00305+00306+00307+00308+00309+00310+00311+00312+00313+00314+00315+00315+34HP 829.43LP 824.28HP 824.86827.64ST 2-6ST 4-6ST 4-4ST 4-5ST 4-7ST 3-1ST 3-2ST 2-3ST 2-9ST 5-11ST 5-10ST 2-4ST 2-5ST 4-9ST 4-2ST 4-3ST 4-8ST 5-6ST 4-11ST 2-10ST 7-25ST 7-27ST 5-13ST 5-12ST 3-13ST 5-7ST 7-26ST 3-5ST 3-9ST 2-8ST 2-2ST 2-1ST 2-7ST 5-5ST 3-4ST 7-49ST 8-13ST 10-19ST 5-8ST 1-3ST 1-2ST 5-1ST 3-12ST 3-11ST 3-10ST 3-8ST 3-7ST 3-6ST 7-44ST 5-15ST 1-4ST 5-16ST 10-22ST 6-3ST 10-20ST 7-45ST 7-48ST 8-11ST 8-14ST 8-12ST 9-12ST 9-10ST 9-9ST 12-2ST 7-29ST 7-28ST 7-24ST 7-23ST 5-4ST 10-21ST 12-5ST 3-3ST 7-13ST 12-1ST 12-3ST 8-16ST 12-4ST 6-1ST 7-34ST 8-5ST 7-21ST 1-1ST 10-24ST 7-51ST 7-50ST 7-41ST 7-40ST 10-23ST 10-18ST 10-17ST 6-2ST 10-35ST 5-14ST 9-11ST 9-8ST 10-5ST 7-47ST 7-9ST 7-19ST 7-8ST 10-11ST 10-16ST 10-15ST 9-7ST 9-6ST 8-15ST 9-13ST 7-17ST 8-6ST 5-3ST 10-34ST 7-37ST 10-12ST 10-33ST 8-8ST 8-7ST 7-15ST 7-65ST 7-66ST 7-31ST 8-10ST 8-9ST 7-10ST 7-12ST 7-16ST 10-27ST 10-26ST 10-25ST 7-11ST 7-64ST 7-63ST 7-7ST 10-14ST 10-13ST 9-3ST 9-4ST 7-38ST 8-1ST 7-62ST 10-4ST 7-5ST 10-9ST 7-6ST 9-1ST 9-2ST 10-1ST 8-2ST 8-3ST 7-36ST 7-35ST 7-33ST 7-32ST 9-5ST 7-61ST 7-57ST 10-3ST 10-2ST 7-59ST 7-3ST 7-2ST 7-58ST 7-56ST 10-10ST 10-7ST 7-54ST 10-32ST 10-31FES 11-2ST 10-30ST 7-53ST 7-55ST 7-30FES 11-1ST 7-67FES 9-1FES 8-118" HDPE15" HDPECO 4CO 3CO 2CO 5CO 6CO 1CO 17CO 15SMH 4CO 16CO CCCO 13CO 12CO 7CO 18CO 8CO 14CO 11SMH 1SMH 2CO 10CO 9SMH 3FH 1FH 3FH 2FH 4FH 13FH 14FH 18FH 19FH 16FH 15FH 5FH 10FH 9FH 8FH 7FH 12FH 11EX FH 1VV 35FH 6VV 17VV 11VV 12VV 18VV 14VV 15VV 16VV 7VV 8VV 6VV 5VV 4VV 3VV CCVV 2VV 1VV 19VV 20VV 21VV 22VV 23VV 24VV 26VV 27VV 28VV 29VV 31VV 33VV 32VV 34VV 25VV 10VV 9FH 17EX FH 2EX FH 3VV 30ST 10-29FES 10-1ST 10-37ST 7-68ST 4-10FES 7-1ST 4-1VV 13EX. 12" WMEX. 8" SAN MAINCO 6ACO 4AST 7-69HEADWALLNOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPEUNLESS OTHERWISE NOTED.KEY MAPNOT TO SCALEN:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.0 Util211232.dwg12/6/2022OVERALL UTILITY PLANRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone255
UILLINOIS STATE ROUTE 31BASKETBALLCOURTBLBLBLDG 4PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)8" x 6" x 8"TEE45° BEND45° BEND8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE22.5° BEND45° BEND6" WATERSERVICE8" WMC17C18C19C2045° BEND308+00309+CO 46" SAN SERVICEST 5-11ST 5-10ST 4-11ST 5-14ST 5-8ST 4-9ST 4-8ST 4-3ST 4-2ST 4-7ST 4-5ST 5-1ST 5-7ST 5-6ST 5-5ST 5-4ST 4-4ST 4-6ST 5-13ST 5-12ST 5-16ST 5-354 LF - 15" HDPE@ 0.33%54 LF - 12" HDPE@ 0.48%60 LF - 18" HDPE@ 0.28%46 LF - 18" HDPE@ 0.26%59 LF - 18" HDPE@ 0.25%74 LF - 18" HDPE@ 0.27%59 LF - 12" HDPE@ 0.57%172 LF - 18" HDPE@ 0.26%105 LF - 24" HDPE@ 0.25%61 LF - 24" HDPE@ 0.21%98 LF - 12" HDPE@ 1.20%53 LF - 12" HDPE@ 0.47%57 LF - 12" HDPE@ 0.49%56 LF - 12" HDPE@ 0.36%49 LF - 12" HDPE@ 0.65%93 LF - 12" HDPE@ 0.48%51 LF - 15" HDPE@ 0.35%51 LF - 12" HDPE@ 0.47%68 LF - 15" HDPE@ 0.34%46 LF - 12" HDPE@ 0.48%EX. SMH 5ADJUST RIM 828.16101 LF - 15" HDPE@ 0.35%91 LF - 12" HDPE@ 0.48%ST 5-15CONTRACTOR TO FIELD LOCATEEX. 6" STUB. PROVIDE CLEANOUTAT CONNECTION.ST 4-10CO 4AREPLACE FRAME & GRATEADJUST RIM 827.89ADJUST RIM 827.78ADJUST RIM 827.80CONNECT TO EX. 18" STUBEX. IE: 824.17FH 6VV 4VV 3FH 5VV 24KEY MAPNOT TO SCALENOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY PLAN - AREA 1RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 6.4FOR CONTINUATION SEE 6.2AREA 1256
UNSUBDIVIDED LANDSTBALLRTBASKETBACOURTBLDG5G4BLDG 6BLDG 7AASTRI DRIVEPLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)108" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"CUT INTEE8" x 6" x 8"TEE45° BEND45° BEND45° BEND45° BEND22.5° BEND22.5° BEND22.5° BEND45° BEND8"x 6"x 8"CUT INTEE8" x 8" x 8"CUT IN TEE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICEADJUSTRIM 824.75ADJUSTRIM 824.04CONNECTTO EX. 10"MAINRELOCATE EX.HYDRANTFG 825.008" WMADJUSTRIM 826.95C23C25C26C28C50C49C21C20C46C43C45C44C29C47C4845° BENDC24C22C2722.5° BEND22.5° BEND10" x 8" x 10"CUT IN TEE10" x 8" x 10"CUT IN TEE308+00309+00310+00311+00312+00313+00314+00409+00409+05827.64SMH 1CO 10CO 7CO 6CO 5CO 4CO 116" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SST 5-11ST 5-10ST 5-8ST 7-17ST 7-16ST 7-7ST 7-6ST 5-1ST 7-21ST 7-19ST 7-29ST 7-28ST 7-26ST 7-24ST 7-23ST 7-5ST 7-3ST 5-7ST 5-6ST 5-5ST 5-4ST 6-2ST 7-49ST 7-27ST 7-25ST 6-1ST 7-12ST 7-11ST 7-10ST 7-13ST 7-47ST 7-9ST 7-8ST 5-16ST 6-3ST 7-15ST 5-3- 18" HDPE7%125 LF - 30" HDPE@ 0.16%208 LF - 30" HDPE@ 0.75%29 LF - 18" HDPE@ 0.94%54 LF - 12" HDPE@ 0.48%65 LF - 12" HDPE@ 0.52%94 LF - 15" HDPE@ 0.79%130 LF - 18" HDPE@ 0.27%54 LF - 12" HDPE@ 0.56%48 LF - 12" HDPE@ 0.46%28 LF - 24" HDPE@ 0.25%33 LF - 24" HDPE@ 0.98%59 LF - 12" HDPE@ 0.57%172 LF - 18" HDPE@ 0.26%105 LF - 24" HDPE@ 0.25%61 LF - 24" HDPE@ 0.21%LF - 12" HDPE0.47%46 LF - 12" HDPE@ 0.92%107 LF - 12" HDPE@ 1.31%103 LF - 12" HDPE@ 0.48%109 LF - 24" HDPE@ 0.24%126 LF - 24" HDPE@ 0.21%81 LF - 24" HDPE@ 0.20%85 LF - 12" HDPE@ 0.48%86 LF - 12" HDPE@ 0.50%50 LF - 12" HDPE@ 0.50%133 LF - 12" HDPE@ 1.93%111 LF - 12" HDPE@ 0.48%95 LF - 12" HDPE@ 1.62%56 LF - 12" HDPE@ 0.36%49 LF - 12" HDPE@ 0.65%51 LF - 12" HDPE@ 0.47%F - 15" HDPE34%46 LF - 12" HDPE@ 0.48%109 LF - 12" HDPE@ 0.61%132 LF - 12" HDPE@ 0.50%EX. SMH 7ADJUST RIM824.83EX. SMH 6ADJUSTRIM 827.1191 LF - 12" HDPE@ 0.48%ST 5-15ST 1-5CONTRACTOR TO FIELD LOCATEEX. 6" STUB. PROVIDE CLEANOUTAT CONNECTION.CONTRACTOR TO FIELD LOCATEEX. 6" STUB. PROVIDE CLEANOUTAT CONNECTION.6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WTO CO 6ACO 4AADJUST RIM 826.00REPLACE FRAME & GRATEADJUST RIM 827.89ADJUST RIM 827.78ADJUST RIM 827.80AJDUST RIM 826.01ADJUST RIM 825.22C78ADJUST RIM (VV) 827.97ADJUST F/G (FH) 827.22ADJUST F/G 825.60ST 6-4INSTALL OVER EX.SEWERFH 7FH 8EX FH 1VV 6VV 5VV 24VV 26VV 25KEY MAPNOT TO SCALENOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY PLAN - AREA 2RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 6.5FOR CONTINUATION SEE 6.3AREA 2FOR CONTINUATION SEE 4.1257
PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 7BLDG 810" x 10" x 8"TEE10" x 8" x 10"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE45° BEND8" WM45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND6" WATERSERVICE6" WATERSERVICE8" WMADJUSTRIM 824.75ADJUSTRIM 824.0410" WMCONNECTTO EX. 10"MAINRELOCATE EX.HYDRANTFG 825.00C36C33C32C30C31C46C43C45C44C41C42C37C3529CONNECT TO EX. 10"PVC WM313+00314+00315+00315+3410" WM10" WM45° BENDCO 10CO 9CO 8CO 7CE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICEST 7-66ST 7-64ST 7-63ST 7-7ST 7-62ST 7-61ST 7-59ST 7-58ST 7-6ST 7-5ST 7-3ST 7-51ST 7-50ST 7-48ST 7-41ST 7-40ST 7-45ST 7-36ST 7-35ST 7-44ST 7-38ST 7-49ST 7-12ST 7-11ST 7-10ST 7-13ST 7-65ST 7-47208 LF - 30" HDPE@ 0.75%28 LF - 24" HDPE@ 0.25%33 LF - 24" HDPE@ 0.98%54 LF - 12" HDPE@ 0.48%68 LF - 12" HDPE@ 0.53%54 LF - 12" HDPE@ 0.48%45 LF - 15" HDPE@ 0.33%68 LF - 15" HDPE@ 0.69%72 LF - 12" HDPE@ 0.48%218 LF - 18" HDPE@ 0.51%47 LF - 12" HDPE@ 0.90%103 LF - 12" HDPE@ 0.48%109 LF - 24" HDPE@ 0.24%126 LF - 24" HDPE@ 0.21%81 LF - 24" HDPE@ 0.20%80 LF - 18" HDPE@ 0.70%85 LF - 12" HDPE@ 0.48%83 LF - 12" HDPE@ 0.48%95 LF - 12" HDPE@ 1.62%73 LF - 12" HDPE@ 0.49%87 LF - 12" HDPE@ 0.47%123 LF - 12" HDPE@ 0.48%98 LF - 15" HDPE@ 0.37%64 LF - 15" HDPE@ 0.34%118 LF - 12" HDPE@ 0.48%6" WYECONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVCFH 10FH 9EX FH 1VV 7VV 8VV 27VV 28VV 29KEY MAPNOT TO SCALENOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY PLAN - AREA 3RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 6.6AREA 3FOR CONTINUATION SEE 6.2258
VETERAILLINOIS STATE ROUTE 31AASTRI DRIVECOMMUNITYCENTER WITHINDOOR SWPOUTDOOBLDG 1BLDG 2BLDG 345° BEND8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" x 6" x 8"TEE45° BEND8" x 6" x 8"TEE8" x 6" x 8"TEE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE8" WM8" WM8" WMC01C08C05C06C09C12C07C04C13C14C03C02C10C15C16C17C1145° BEND01+00302+00303+00304+00305+00306+00307+0010" x 8" x 10"CUT INTEE10" x 8" x 10"CUT INTEECO 3CO 2CO CCCO 1CO 136" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SANSERVICEST 4-11ST 2-9ST 2-10ST 3-4ST 1-3ST 1-2ST 1-4ST 2-4ST 2-3ST 2-2ST 2-1ST 2-8ST 2-7ST 2-5ST 3-13ST 3-12ST 3-11ST 3-10ST 3-8ST 3-7ST 3-6ST 3-5ST 3-9ST 3-2ST 3-1ST 4-3ST 4-2ST 2-6ST 4-4ST 3-3ST 1-1103 LF - 12" HDPE@ 0.47%54 LF - 15" HDPE@ 0.87%54 LF - 12" HDPE@ 0.48%60 LF - 12" HDPE@ 0.49%46 LF - 15" HDPE@ 0.35%59 LF - 15" HDPE@ 0.34%65 LF - 15" HDPE@ 0.17%75 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%43 LF - 12" HDPE@ 1.08%79 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%34 LF - 12" HDPE@ 0.50%34 LF - 12" HDPE@ 0.50%46 LF - 12" HDPE@ 0.48%61 LF - 12" HDPE@ 0.69%137 LF - 15" HDPE@ 0.34%51 LF - 15" HDPE@ 1.78%54 LF - 12" HDPE@ 0.48%74 LF - 18" HD@ 0.27%45 LF - 12" HDPE@ 1.32%98 LF - 12" HDPE@ 1.20%42 LF - 12" HDPE@ 0.50%97 LF - 12" HDPE@ 0.48%135 LF - 12" HDPE@ 0.63%103 LF - 12" HDPE@ 0.48%57 LF - 12" HDPE@ 0.49%47 LF - 12" HDPE@ 0.49%58 LF - 12" HDPE@ 0.49%89 LF - 12" HDPE@ 0.72%EX. SMH 4ADJUSTRIM 828.80EX. SMH 5ADJUST RIM 828.16EX. SMH 3ADJUSTRIM 829.43EX. SMH 2ADJUST RIM 827.53ST 4-106" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYECONNECTIONTO EX. 8"PVC6" WYE CONNECTIONTO EX. 8" PVCADJUSTRIM 827.80ADJUSTRIM 828.25CONNECT TO EX. 18" STUBEX. IE: 824.17FH 2VV 3VV 21VV 22FH 1FH 4FH 5VV 13VV CCVV 2VV 1VV 19VV 20VV 23EX FH 2EX FH 3CO-3AST 13-1ST 13-230 LF - 30"x19" CONCRETE ELLIPTICAL PIPE@ 0.33%KEY MAPNOT TO SCALENOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY PLAN - AREA 4RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 6.7FOR CONTINUATION SEE 6.5AREA 4FOR CONTINUATION SEE 6.1259
BLDG 12COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 18BLDG 17BLDG 16BLDG 11DEAN LANEAASTRI DRIVE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 8" x 8"TEE8" x 6" x 8"TEE8" x 8" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" x 6" x 8"TEE45° BEND45° BEND8" x 6" x 8"TEE45° BEND6" WATER SERVICE6" WATER SERVICE6" WATER SERVICE6" WATER SERVICE6" WATERSERVICE6" WATERSERVICE8" PVC PRCONNECTION 8" WM8" WM8" PVC C-900 WM8" x 6" x 8"TEE8" WM8" PVC C-900 WM8" WMADJUSTRIM 826.958C28C50C49C51C52C54C55C53C56C57C58C59C62C63C61C64C66C67C69C0C65C60C21C20C46C45C29C47C4845° BEND22.5° BEND10" x 8" x 10"CUT IN TEE10" x 8" x 10"CUT IN TEE306+00307+00308+00309+00310+00311+00312+00313+00404+00405+00406+00407+00408+00409+00409+0545° BEND10" x 8" x 10"CUT INTEESMH 2SMH 1CO 16CO 17CO 18CO 12CO CCCO 116" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SANSERVICEST 9-13ST 10-27ST 7-7ST 8-1ST 8-3ST 8-2ST 9-5ST 9-4ST 8-10ST 9-7ST 10-16ST 9-6ST 10-15ST 8-9ST 9-3ST 9-2ST 9-1STST 3-12ST 3-11ST 3-8ST 3-7ST 3-2ST 4-3ST 4-2ST 5-1ST 8-14ST 8-12ST 8-11ST 9-12ST 9-10ST 9-9ST 10-23ST 10-24ST 10-18ST 10-17ST 8-8ST 8-7ST 8-5ST 8-15ST 9-11ST 9-8ST 7-21ST 7-19ST 7-5ST 7-3ST 10-19ST 8-6ST 8-16ST 10-12ST 5-4ST 6-2ST 6-1ST 8-13ST 10-26ST 5-3FEFES 8-175 LF - 12" HDPE@ 0.48%79 LF - 12" HDPE@ 0.48%- 12" HDPE8%DPE48%74 LF - 18" HDPE@ 0.27%70 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%68 LF - 12" HDPE@ 0.58%54 LF - 12" HDPE@ 0.91%54 LF - 12" HDPE@ 0.63%76 LF - 18" HDPE@ 0.26%84 LF - 24" HDPE@ 0.61%61 LF - 30" HDPE@ 0.38%54 LF - 18" HDPE@ 0.37%65 LF - 18" HDPE@ 0.52%111 LF - 18" HDPE@ 0.57%47 L@ 3.72 LF - 12" HDPE@ 0.47%36 LF - 15" HDPE@ 0.37%106 LF - 18" HDPE@ 0.48%81 LF - 15" HDPE@ 0.48%119 LF - 12" HDPE@ 0.40%100 LF - 12" HDPE@ 0.51%85 LF - 15" HDPE@ 0.53%28 LF - 15" HDPE@ 0.50%55 LF - 12" HDPE@ 1.36%71 LF - 24" HDPE@ 0.27%125 LF - 30" HDPE@ 0.16%208 LF - 30" HDPE@ 0.75%29 LF - 18" HDPE@ 0.94%28 LF - 24" HDPE@ 0.25%33 LF - 24" HDPE@ 0.98%91 LF - 36" HDPE@ 0.20%107 LF - 12" HDPE@ 1.38%44 LF - 12" HDPE@ 0.66%61 LF - 12" HDPE@ 0.59%65 LF - 12" HDPE@ 0.59%42 LF - 12" HDPE@ 0.50%61 LF - 24" HDPE@ 0.21%71 LF - 12" HDPE@ 1.75%99 LF - 12" HDPE@ 0.33%113 LF - 12" HDPE@ 0.48%69 LF - 24" HDPE@ 0.48%102 LF - 15" HDPE@ 0.48%53 LF - 15" HDPE@ 1.16%49 LF - 15" HDPE@ 0.76%48 LF - 15" HDPE@ 0.79%40 LF - 15" HDPE@ 0.89%58 LF - 18"@ 2.84%32 LF - 12" HDPE@ 0.44%EX. SMH 7ADJUST RIM824.83EX. SMH 4ADJUSTRIM 828.80EX. SMH 5ADJUST RIM 828.16EX. SMH 6ADJUSTRIM 827.11EX. SMH 3ADJUSTRIM 829.43ST 10-3791 LF - 12" HDPE@ 0.48%ST 5-15ST 1-5CONTRACTOR TO FIELD LOCATEEX. 6" STUB. PROVIDE CLEANOUTAT CONNECTION.81 LF - 12" HDPE@ 2.49%81 LF - 36" HDPE@ 0.25%6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVCCO 6ACO 4AADJUST RIM 826.00REPLACE FRAME & GRATEADJUST RIM 827.89ADJUST RIM 827.78ADJUST RIM 827.80AJDUST RIM 826.01CONNECT TO EX. 18" STUBEX. IE: 824.17ADJUST RIM 825.22ADJUST F/G 825.60ST 6-4INSTALL OVER EX.SEWERVV 12VV 33VV 32FH 13FH 14FH 18VV 17VV 11VV 18VV 16VV 13VV 23VV 24VV 26VV 31VV 25FH 1736" ST IN HEADWALLI.E. 818.00I.E. 817.30KEY MAPNOT TO SCALENOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY PLAN - AREA 5RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 6.8FOR CONTINUATION SEE 6.6AREA 5FOR CONTINUATION SEE 6.2FOR CONTINUATION SEE 6.4260
LOT 1AIRIE POINTE BUSINESS PARKSUBDIVISION OF LOTS 16 & 18BLDG 9BLDG108" x 6" x 8" TEE10" x 10" x 8" TEE10" x 6" x 10"TEE10" x 6" x 10"TEE10" x 10" x 8"TEE10" x 8" x 10"TEE10" x 6" x 10"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" WM45° BEND45° BEND45° BEND6" WATER SERVICE6" WATER SERVICE (TYP.)8" PVC PRESSURECONNECTION ON EX. 8"PVC WMADJUSTRIM 824.75ADJUSTRIM 824.0410" WM10" WM8" WM8" WMCONNECTTO EX. 10"MAINC38C39C40C36C46C43C45C44C41C42C37C35945° BENDCONNECT TO EX. 10"PVC WM313+00314+0010" WM10" WMEX. 8" WMCO 10CO 96" SAN SERVICE6" SAN SERVICEST 7-7ST 8-1ST 8-3ST 8-2ST 7-57ST 7-59ST 7-58ST 7-56ST 7-55ST 7-54ST 7-53ST 9-2ST 9-1ST 7-6ST 7-5ST 7-3ST 7-36ST 7-35ST 7-33ST 7-32ST 7-31ST 7-30ST 7-38ST 7-34ST 7-37ST 7-2FES 9-1FES 8-184 LF - 24" HDPE@ 0.61%61 LF - 30" HDPE@ 0.38%111 LF - 18" HDPE@ 0.57%47 LF - 24" HDPE@ 3.20%72 LF - 12" HDPE@ 0.47%36 LF - 15" HDPE@ 0.37%208 LF - 30" HDPE@ 0.75%28 LF - 24" HDPE@ 0.25%33 LF - 24" HDPE@ 0.98%91 LF - 36" HDPE@ 0.20%54 LF - 12" HDPE@ 0.48%54 LF - 12" HDPE@ 0.48%40 LF - 12" HDPE@ 1.10%91 LF - 24" HDPE@ 1.69%PE- 12" HDPE9%100 LF - 24" HDPE@ 0.25%109 LF - 12" HDPE@ 1.06%80 LF - 18" HDPE@ 0.70%98 LF - 24" HDPE@ 0.27%56 LF - 30" HDPE@ 0.20%64 LF - 15" HDPE@ 0.34%65 LF - 18" HDPE@ 0.29%79 LF - 18" HDPE@ 0.34%67 LF - 18" HDPE@ 0.21%119 LF - 18" HDPE@ 0.20%118 LF - 24" HDPE@ 0.25%90 LF - 24" HDPE@ 0.27%40 LF - 15" HDPE@ 0.89%58 LF - 18" HDPE@ 2.84%ST 10-37FES 10-181 LF - 12" HDPE@ 2.49%81 LF - 36" HDPE@ 0.25%FES 7-16" WYECONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVCFH 12FH 11VV 27VV 28VV 29VV 10VV 9VV 30ST 7-699 LF - 24" HDPE@ 1.69%I.E. 815.50I.E. 816.50I.E. 817.5036" ST IN HEADWALLI.E. 818.00I.E. 817.30PEDESTRIAN RAILINGANCHORED INTO T/WALLKEY MAPNOT TO SCALENOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY PLAN - AREA 6RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 6.8FOR CONTINUATION SEE 6.3FOR CONTINUATION SEE 6.5AREA 6261
OUTLOT AVETERANS PARKWAYAASTRI DRIVEBLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 18" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" x 6" x 8"TEE8" x 6" x 8"TEE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE8" WM8" WM8" WMC01C08C05C09C12C07C04C03C02C10C1145° BEND300+00301+00302+00303+00304+00CO CCCO 1CO 136" SAN SERVICE6" SAN SERVICE6" SANSERVICEST 1-3ST 1-2ST 1-4ST 10-27ST 2-3ST 2-2ST 2-1ST 2-8ST 3-13ST 3-12ST 3-11ST 3-10ST 3-8ST 3-7ST 3-6ST 3-5ST 3-9ST 3-1ST 12-5ST 12-4ST 12-3ST 12-2ST 12-1ST 10-26ST 10-25ST 10-35ST 1-1103 LF - 12" HDPE@ 0.47%54 LF - 15" HDPE@ 0.87%59 LF - 15" HDPE@ 0.34%65 LF - 15" HDPE@ 0.17%75 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%43 LF - 12" HDPE@ 1.08%79 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%34 LF - 12" HDPE@ 0.50%34 LF - 12" HDPE@ 0.50%46 LF - 12" HDPE@ 0.48%61 LF - 12" HDPE@ 0.69%51 LF - 15" HDPE@ 1.78%113 LF - 12" HDPE@ 0.48%59 LF - 12" HDPE@ 0.69%87 LF - 12" HDPE@ 0.47%51 LF - 12" HDPE@ 0.49%51 LF - 12" HDPE@ 0.49%70 LF - 12" HDPE@ 0.48%86 LF - 12" HDPE@ 0.48%47 LF - 12" HDPE@ 0.49%58 LF - 12" HDPE@ 0.49%89 LF - 12" HDPE@ 0.72%EX. SMH 2ADJUST RIM 827.536" WYE CONNECTIONTO EX. 8" PVC6" WYECONNECTIONTO EX. 8"PVCEX. SMH 1ADJUSTRIM 827.80ADJUSTRIM 828.25REPLACE FRAME &GRATE W/OPEN LIDADJUST RIM 824.85FH 3VV 21FH 1FH 4VV 13VV CCVV 1VV 19VV 20EX FH 2ST 13-1ST 13-230 LF - 30"x19" CONCRETE ELLIPTICAL PIPE@ 0.33%KEY MAPNOT TO SCALENOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY PLAN - AREA 7RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 6.4FOR CONTINUATION SEE 6.8AREA 7262
LOT 18LOT 2BLDG 16BLDG 15BLDG 148" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 8" x 8"TEE8" x 6" x 8"TEE8" x 8" x 8"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" x 6" x 8"TEE6" WATER SERVICE6" WATERSERVICE6" WATERSERVICE8" WM8" PVC C-900 WMC66C67C69C68C76C71C70C72C73C75C7745° BEND45° BEND400+00401+00402+00403+00404+0045° BEND8" WM8" PVC PRESSURECONNECTION ON EX.12" PVC WMEX. 12" WMSMH 4SMH 3CO 14CO 15CO 166" SAN SERVICE6" SAN SERVICE6" SAN SERVICEST 10-2ST 10-10ST 10-7ST 10-32ST 10-30ST 10-16ST 10-31ST 10-15ST 10-23ST 10-24ST 10-18ST 10-17ST 10-21ST 10-20ST 10-14ST 10-13ST 10-11ST 10-1ST 10-3ST 10-22ST 10-5ST 10-12ST 10-26ST 10-25ST 10-35ST 10-34ST 10-33ST 10-9ST 10-4FES 11-2FES 11-154 LF - 12" HDPE@ 0.91%54 LF - 12" HDPE@ 0.63%76 LF - 18" HDPE@ 0.26%46 LF - 18" HDPE@ 0.26%61 LF - 12" HDPE@ 1.01%45 LF - 12" HDPE@ 0.49%45 LF - 12" HDPE@ 0.49%84 LF - 24" HDPE@ 0.61%61 LF - 24" HDPE@ 0.20%37 LF - 24" HDPE@ 0.21%61 LF - 30" HDPE@ 0.38%71 LF - 24" HDPE@ 0.27%28 LF - 24" HDPE@ 0.57%46 LF - 12" HDPE@ 0.99%79 LF - 12" HDPE@ 1.70%42 LF - 12" HDPE@ 0.50%69 LF - 24" HDPE@ 0.48%70 LF - 12" HDPE@ 0.48%125 LF - 15" HDPE@ 0.40%86 LF - 12" HDPE@ 0.48%99 LF - 12" HDPE@ 0.48%123 LF - 12" HDPE@ 1.42%53 LF - 15" HDPE@ 1.16%50 LF - 24" HDPE@ 0.20%52 LF - 24" HDPE@ 0.19%54 LF - 24" HDPE@ 0.20%35 LF - 24" HDPE@ 0.20%69 LF - 24" HDPE@ 0.20%36 LF - 24" RCP@ 5.53%76 LF - 18" HDPE@ 0.24%28 LF - 18" HDPE@ 0.36%26 LF - 15" HDPE@ 0.35%ST 10-36ST 10-37FES 10-1ST 10-634 LF - 24" HDPE@ 0.21%3FH 18FH 19FH 16FH 15VV 14VV 15VV 16VV 34VV 35ST 11-1146 LF - 22" X 34" RCP@ 1.03%FES 11-1FES 11-1FES 11-1FES 11-1RELOCATEDFHI.E. 815.50I.E. 817.00I.E. 820.50KEY MAPNOT TO SCALENOTES:1. ALL SANITARY SEWER MAIN TO BE 8" PVC.2. ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3. ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY PLAN - AREA 8RESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE 6.5FOR CONTINUATION SEE 6.7AREA 8263
STORM STRUCTURE TABLESTRUCTUREFES 7-1FES 8-1FES 9-1FES 10-1FES 11-1FES 11-2ST 1-1ST 1-2ST 1-3ST 1-4ST 1-5ST 2-1ST 2-2ST 2-3ST 2-4ST 2-5ST 2-6ST 2-7ST 2-8ST 2-9DESCRIPTION30" FES24" FES18" FES30" FES36" FES24" FES4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet5' MH (Open)4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Closed)2' Inlet4' MH (Open)2' Inlet4' MH (Closed)RIMRIM: 818.02RIM: 822.08RIM: 821.30RIM: 766.25RIM: 817.00RIM: 822.94RIM: 825.80RIM: 827.20RIM: 827.20RIM: 827.00RIM: 825.60RIM: 826.55RIM: 827.50RIM: 828.70RIM: 828.48RIM: 828.47RIM: 879.10RIM: 827.50RIM: 827.50RIM: 829.41INVERT IN817.30 (30" E)817.50 (24" W)816.50 (18" W)815.50 (30" W)817.00 (33" NW)822.45 (12" NW)823.09 (12" NW)823.37 (12" NW)822.29 (14" SW)824.19 (14" N)822.76 (12" SW)824.39 (14" NW)824.55 (12" W)825.08 (12" NE)824.84 (12" SW)824.84 (12" N)825.30 (12" NE)INVERT OUT820.50 (24" E)823.09 (12" SE)823.37 (12" SE)823.60 (12" SE)822.23 (14" E)822.76 (14" NE)823.25 (12" NE)824.39 (14" S)824.55 (14" SE)825.67 (12" SW)824.84 (12" E)825.10 (12" NE)825.30 (12" S)STORM STRUCTURE TABLESTRUCTUREST 2-10ST 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 4-1ST 4-2ST 4-3ST 4-4ST 4-5ST 4-6DESCRIPTION2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Open)4' MH (Open)2' Inlet2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet5' MH (Closed)2' InletRIMRIM: 828.20RIM: 829.20RIM: 829.10RIM: 826.50RIM: 827.40RIM: 827.52RIM: 827.15RIM: 827.15RIM: 827.15RIM: 827.52RIM: 827.15RIM: 827.15RIM: 827.15RIM: 827.75RIM: 828.90RIM: 828.45RIM: 828.45RIM: 829.70RIM: 829.32RIM: 829.70INVERT IN821.60 (14" NE)822.76 (12" NW)823.25 (12" NW)822.88 (12" SE)822.62 (12" SW)823.05 (12" SE)823.38 (12" SE)822.84 (12" SE)823.01 (12" SE)823.34 (12" SE)823.84 (12" SW)824.17 (18" NW)824.90 (12" SW)824.37 (18" N)825.16 (12" W)824.52 (18" NW)825.50 (12" N)INVERT OUT825.51 (12" SW)821.60 (14" SW)822.07 (14" SW)823.25 (12" SE)824.11 (12" SE)822.62 (12" N)823.05 (12" NW)823.38 (12" NW)823.76 (12" NW)822.84 (12" NE)823.01 (12" NW)823.34 (12" NW)823.70 (12" NW)824.30 (12" NE)824.37 (18" SE)825.16 (12" NE)826.33 (12" E)824.52 (18" S)825.75 (12" S)STORM STRUCTURE TABLESTRUCTUREST 4-7ST 4-8ST 4-9ST 4-10ST 4-11ST 5-1ST 5-3ST 5-4ST 5-5ST 5-6ST 5-7ST 5-8ST 5-10ST 5-11ST 5-12ST 5-13ST 5-14ST 5-15ST 5-16ST 6-1DESCRIPTION4' MH (Closed)4' MH (Open)4' MH (Open)4' MH (Closed)2' Inlet6' MH (Closed)2' Inlet5' Curb Inlet w/ 5' Catch Basin5' MH (Open)5' MH (Open)4' MH (Open)2' Inlet2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet2' Inlet2' Inlet4' MH (Closed)RIMRIM: 829.31RIM: 828.45RIM: 828.45RIM: 830.00RIM: 828.30RIM: 827.20RIM: 825.60RIM: 827.00RIM: 827.50RIM: 828.35RIM: 827.70RIM: 827.60RIM: 828.90RIM: 828.50RIM: 828.50RIM: 828.50RIM: 826.00RIM: 827.00RIM: 827.00RIM: 826.68INVERT IN824.64 (18" W)824.81 (14" SW)824.99 (14" SW)825.34 (12" SW)823.09 (12" SW)821.59 (24" N)821.72 (24" N)823.18 (12" W)821.98 (18" NW)823.46 (12" N)823.42 (12" NE)824.12 (12" SW)822.43 (12" W)823.76 (12" S)822.63 (14" W)822.86 (14" SW)823.04 (12" SW)822.19 (12" W)INVERT OUT824.64 (18" SE)824.81 (18" E)824.99 (14" NE)825.34 (14" NE)825.62 (12" NE)823.23 (12" NE)821.72 (24" S)821.98 (24" S)822.43 (18" SE)823.76 (12" SW)824.00 (12" N)824.44 (12" NE)822.63 (12" E)822.86 (14" E)823.04 (14" NE)823.49 (12" NE)823.62 (12" E)823.68 (12" S)STORM STRUCTURE TABLESTRUCTUREST 6-2ST 6-3ST 6-4ST 7-2ST 7-3ST 7-5ST 7-6ST 7-7ST 7-8ST 7-9ST 7-10ST 7-11ST 7-12ST 7-13ST 7-15ST 7-16ST 7-17ST 7-19ST 7-21ST 7-22DESCRIPTION4' CB Curb Inlet2' Inlet4' Curb Inlet5' MH (Open)6' MH (Open)2' Curb Inlet2' Curb Inlet5' MH (Open)4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)2' Inlet48" Curb Inlet4' MH (Open)4' MH (Open)RIMRIM: 826.00RIM: 826.90RIM: 826.01RIM: 823.50RIM: 823.00RIM: 823.92RIM: 824.00RIM: 824.40RIM: 825.70RIM: 826.40RIM: 824.81RIM: 825.00RIM: 825.00RIM: 826.60RIM: 824.60RIM: 824.60RIM: 825.10RIM: 825.22RIM: 825.22RIM: 827.47INVERT IN622.28 (12" NW)818.20 (36" N)819.08 (24" N)818.48 (30" W)819.40 (24" N)819.47 (24" W)819.63 (24" N)821.81 (12" N)819.90 (24" N)820.16 (12" N)821.30 (12" E)820.65 (12" W)821.31 (12" W)821.84 (12" W)821.18 (18" N)820.40 (30" W)821.45 (18" N)821.91 (14" N)822.31 (12" W)INVERT OUT822.28 (12" E)622.95 (12" SE)818.20 (36" S)818.38 (36" S)819.40 (24" S)819.47 (24" S)819.63 (24" E)821.81 (12" W)822.24 (12" S)819.90 (24" S)820.16 (24" S)820.65 (12" S)822.84 (12" W)821.31 (12" E)821.84 (12" E)824.42 (12" E)820.04 (30" E)821.45 (18" S)821.91 (18" S)STORM STRUCTURE TABLESTRUCTUREST 7-23ST 7-24ST 7-25ST 7-26ST 7-27ST 7-28ST 7-29ST 7-30ST 7-31ST 7-32ST 7-33ST 7-34ST 7-35ST 7-36ST 7-37ST 7-38ST 7-40ST 7-41ST 7-44ST 7-45DESCRIPTION4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Open)4' MH (Open)2' Inlet6' CB5' MH (Closed)4' MH (Open)4' MH (Open)5' MH (Open)4' CB2' Inlet2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)RIMRIM: 826.65RIM: 826.65RIM: 828.15RIM: 827.58RIM: 827.85RIM: 826.65RIM: 826.65RIM: 821.60RIM: 824.47RIM: 823.65RIM: 823.65RIM: 825.85RIM: 823.65RIM: 823.65RIM: 824.85RIM: 824.15RIM: 825.70RIM: 825.70RIM: 825.30RIM: 826.89INVERT IN822.53 (12" W)822.83 (12" NW)822.85 (12" NW)823.56 (12" E)823.19 (12" W)817.41 (24" NE)817.41 (24" E)819.52 (12" E)819.10 (24" NW)819.96 (12" E)820.22 (12" NE)819.36 (24" NE)820.15 (12" E)819.61 (18" NW)820.17 (18" N)822.14 (12" E)821.14 (14" W)822.40 (12" E)821.43 (12" SW)821.29 (14" N)INVERT OUT822.53 (12" E)822.83 (12" E)824.23 (12" SE)822.66 (14" S)823.98 (12" W)823.19 (12" SE)823.45 (12" E)817.41 (30" W)819.10 (24" SW)819.96 (12" W)820.22 (12" W)819.36 (24" SE)819.61 (24" SW)820.41 (12" W)821.37 (12" SW)820.17 (18" SE)821.29 (18" S)822.40 (12" W)823.53 (12" SW)821.29 (14" E)STORM STRUCTURE TABLESTRUCTUREST 7-47ST 7-48ST 7-49ST 7-50ST 7-51ST 7-53ST 7-54ST 7-55ST 7-56ST 7-57ST 7-58ST 7-59ST 7-61ST 7-62ST 7-63ST 7-64ST 7-65ST 7-66ST 7-67ST 7-68DESCRIPTION2' Inlet4' MH (Closed)2' Inlet4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet6' MH (Open)4' MH (Closed)RIMRIM: 826.20RIM: 826.79RIM: 827.35RIM: 825.70RIM: 825.70RIM: 821.60RIM: 822.00RIM: 821.50RIM: 823.00RIM: 823.40RIM: 823.41RIM: 823.80RIM: 823.40RIM: 824.10RIM: 824.40RIM: 824.40RIM: 824.60RIM: 824.60RIM: 825.00RIM: 826.62INVERT IN821.76 (12" NE)823.28 (12" W)822.12 (12" E)817.65 (24" E)817.95 (18" E)818.19 (18" NE)818.33 (18" N)818.60 (18" N)818.79 (14" N)819.01 (14" N)819.37 (12" N)819.96 (12" N)820.37 (12" N)820.73 (12" W)821.30 (12" W)823.18 (12" NE)INVERT OUT821.84 (12" NE)821.76 (14" S)823.70 (12" E)822.12 (12" SW)822.38 (12" W)817.65 (24" W)817.95 (24" W)818.19 (18" W)818.33 (18" SW)818.60 (18" S)818.79 (18" S)819.01 (14" S)819.37 (14" S)819.96 (12" S)820.37 (12" S)820.73 (12" S)821.30 (12" E)821.70 (12" E)820.60 (30" E)823.18 (12" W)STORM STRUCTURE TABLESTRUCTUREST 7-69ST 7-70ST 8-1ST 8-2ST 8-3ST 8-4ST 8-5ST 8-6ST 8-7ST 8-8ST 8-9ST 8-10ST 8-11ST 8-12ST 8-13ST 8-14ST 8-15ST 8-16ST 9-1ST 9-2DESCRIPTION4' MH (Closed)4' MH (Open)4' MH (Closed)4' CB4' MH (Open)4' MH (Closed)4' MH (Closed)2' Inlet4' CB4' MH (Open)4' Curb Inlet4' Curb Inlet4' MH (Open)4' MH (Open)2' Inlet4' MH (Open)2' Inlet2' Inlet4' MH (Open)4' MH (Open)RIMRIM: ???RIM: 826.32RIM: 824.14RIM: 823.70RIM: 823.70RIM: 825.61RIM: 825.84RIM: 825.00RIM: 824.70RIM: 824.70RIM: 824.51RIM: 824.51RIM: 826.70RIM: 826.70RIM: 827.30RIM: 826.70RIM: 825.60RIM: 826.10RIM: 824.30RIM: 824.30INVERT IN817.56 (24" NE)821.56 (18" N)821.56 (12" E)819.01 (18" W)819.86 (14" N)819.99 (12" N)820.33 (12" NW)822.34 (12" NW)819.64 (18" NW)821.24 (12" S)819.98 (18" N)820.18 (18" NW)820.69 (14" W)820.84 (14" SW)821.23 (12" W)823.23 (12" NW)821.56 (12" W)821.90 (12" NW)818.16 (14" W)818.51 (14" W)INVERT OUT817.56 (24" SW)821.56 (18" S)819.01 (24" E)819.99 (14" S)820.33 (12" S)822.34 (12" SE)819.64 (18" E)821.53 (12" N)819.98 (18" SE)820.18 (18" S)820.69 (18" SE)820.84 (14" E)821.23 (14" NE)821.56 (12" E)823.61 (12" SE)821.90 (12" E)822.38 (12" SE)822.70 (12" SE)818.16 (18" E)818.51 (14" E)STORM STRUCTURE TABLESTRUCTUREST 9-3ST 9-4ST 9-5ST 9-6ST 9-7ST 9-8ST 9-9ST 9-10ST 9-11ST 9-12ST 9-13ST 10-1ST 10-2ST 10-3ST 10-4ST 10-5ST 10-6ST 10-7ST 10-8ST 10-9DESCRIPTION4' MH (Open)4' MH (Open)4' MH (Open)4' Curb Inlet4' Curb Inlet4' MH (Open)4' MH (Open)2' Inlet5' MH (Open)2' Inlet2' Inlet5' CB4' MH (Open)4' MH (Open)5' MH (Closed)2' Inlet4' MH (Closed)4' MH (Open)4' MH (Closed)4' MH (Closed)RIMRIM: 824.30RIM: 824.30RIM: 823.60RIM: 825.12RIM: 825.12RIM: 825.50RIM: 826.70RIM: 826.70RIM: 824.60RIM: 826.70RIM: 825.60RIM: 823.40RIM: 823.40RIM: 823.40RIM: 824.08RIM: 825.20RIM: 822.00RIM: 822.70RIM: 822.00RIM: 824.00INVERT IN818.89 (14" W)819.26 (14" W)819.88 (14" NW)820.37 (14" W)820.51 (14" NW)820.96 (12" W)822.02 (12" N)822.77 (12" W)821.99 (12" NW)821.47 (12" SW)817.85 (24" W)816.70 (24" S)816.78 (24" S)816.90 (24" SW)820.49 (12" SW)816.97 (24" SE)817.11 (24" S)817.18 (24" S)817.29 (24" SW)817.39 (24" W)INVERT OUT818.89 (14" E)819.26 (14" E)819.88 (14" E)820.37 (14" SE)820.51 (14" E)820.96 (14" SE)822.77 (12" S)823.16 (12" E)821.47 (12" E)823.24 (12" SE)821.80 (12" NE)815.80 (30" NE)816.78 (24" N)816.90 (24" N)816.97 (24" NE)821.83 (12" NE)817.11 (24" NW)817.18 (24" N)817.29 (24" N)817.39 (24" NE)N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY TABLESRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone264
STORM STRUCTURE TABLESTRUCTUREST 10-10ST 10-11ST 10-12ST 10-13ST 10-14ST 10-15ST 10-16ST 10-17ST 10-18ST 10-19ST 10-20ST 10-21ST 10-22ST 10-23ST 10-24ST 10-25ST 10-26ST 10-27ST 10-29ST 10-30DESCRIPTION4' MH (Open)4' MH (Closed)2' Inlet4' MH (Open)4' MH (Open)4' Curb Inlet4' Curb Inlet4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)8' MH (Closed)2' Inlet4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Open)RIMRIM: 823.00RIM: 825.19RIM: 825.50RIM: 824.20RIM: 824.20RIM: 825.13RIM: 825.13RIM: 825.60RIM: 825.60RIM: 827.30RIM: 826.71RIM: 826.54RIM: 826.90RIM: 825.60RIM: 825.60RIM: 825.30RIM: 825.30RIM: 824.40RIM: 824.80RIM: 821.70INVERT IN817.49 (18" W)821.59 (12" N)818.36 (24" W)820.70 (12" S)819.61 (24" W)819.81 (24" W)821.62 (12" N)820.00 (18" S)822.11 (12" NW)820.12 (18" W)821.28 (12" NW)822.93 (12" SE)820.42 (14" W)821.90 (12" N)820.92 (12" N)821.26 (12" N)817.74 (18" NW)817.92 (18" W)INVERT OUT817.49 (24" E)818.36 (24" E)821.80 (12" S)820.70 (12" N)820.92 (12" N)819.21 (24" SE)819.77 (24" E)820.00 (24" E)822.11 (12" S)823.58 (12" SE)820.12 (18" N)820.32 (18" E)823.39 (12" NW)821.90 (12" SE)822.24 (12" S)820.92 (14" E)821.26 (12" S)821.80 (12" S)817.74 (18" E)817.92 (18" SE)STORM STRUCTURE TABLESTRUCTUREST 10-31ST 10-32ST 10-33ST 10-34ST 10-35ST 10-36ST 10-37ST 11-1ST 12-1ST 12-2ST 12-3ST 12-4ST 12-5ST 13-1ST 13-2DESCRIPTION4' Curb Inlet4' Curb Inlet4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)5' MH (Closed)4' MH (Closed)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet5' MH (Closed)5' MH (Closed)RIMRIM: 821.76RIM: 821.77RIM: 825.20RIM: 825.00RIM: 825.20RIM: 825.14RIM: 823.00RIM: 822.67RIM: 826.40RIM: 826.70RIM: 826.30RIM: 826.20RIM: 826.50RIM: 826.26RIM: 825.87INVERT IN818.02 (14" W)818.11 (12" W)821.11 (12" W)821.58 (12" NW)818.88 (24" NW)820.48 (12" S)815.57 (30" SW)818.50 (24" W)821.71 (12" SE)821.96 (12" SE)822.21 (12" E)822.62 (12" NE)820.07 (28" NE)INVERT OUT818.02 (18" E)818.11 (14" E)819.85 (12" E)821.58 (12" E)821.99 (12" SE)818.88 (24" E)815.57 (30" E)818.50 (33" SE)821.96 (12" NW)822.21 (12" NW)822.62 (12" W)823.03 (12" SW)820.17 (28" SW)WATER STRUCTURE TABLESTRUCTURE NAMEEX FH 1EX FH 2EX FH 3EX FH 4FH 1FH 2FH 3FH 4FH 5FH 6FH 7FH 8FH 9FH 10FH 11FH 12FH 13FH 14FH 15FH 16FH 17FH 18FH 19STRUCTURE DESCRIPTIONFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFINISHED GRADEFG=829.58FG=828.20FG=828.70FG=819.41FG=828.60FG=828.60FG=828.10FG=830.70FG=829.65FG=829.65FG=827.70FG=827.70FG=826.85FG=826.85FG=624.80FG=824.75FG=825.85FG=825.85FG=825.35FG=825.35FG=826.64FG=826.75FG=826.75WATER STRUCTURE TABLESTRUCTURE NAMEVV 1VV 2VV 3VV 4VV 5VV 6VV 7VV 8VV 9VV 10VV 11VV 12VV 13VV 14VV 15VV 16VV 17VV 18VV 19VV 20VV 21VV 22VV 23VV 24VV 25VV 26VV 27VV 28VV 29VV 30VV 31VV 32VV 33VV 34VV 35VV CCSTRUCTURE DESCRIPTION6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT10" VALVE IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 8" WM IN 5' VAULT8" VALVE IN 4' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 12" WM IN 6' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULTRIM GRADERIM=828.52RIM=828.98RIM=829.53RIM=829.58RIM=828.03RIM=827.74RIM=827.01RIM=826.79RIM=824.65RIM=824.74RIM=825.83RIM=827.19RIM=826.71RIM=826.69RIM=825.39RIM=825.39RIM=825.80RIM=827.16RIM=826.65RIM=826.50RIM=828.38RIM=828.78RIM=828.63RIM=827.97RIM=826.40RIM=825.60RIM=825.30RIM=826.15RIM=825.40RIM=823.90RIM=824.61RIM=826.00RIM=825.90RIM=826.25RIM=822.60RIM=830.00****6" SAN B/P 822.27 W/WM PROTECTIONEX 10" WM T/P 820.47 F.V.6" SAN B/P 822.2419" STM T/P 821.99EX 27" STM B/P 820.08 F.V. W/WM PROTECTION.8" WM T/P 818.588" SAN B/P 819.89 W/WM PROTECTION8" WM T/P 818.3912" STM B/P 819.74 W/WM PROTECTION8" WM T/P 818.2415" STM B/P 824.12 W/WM PROTECTION8" WM T/P 822.6215" STM B/P 821.91 W/WM PROTECTION8" WM T/P 820.4112" STM B/P 823.78 W/WM PROTECTION8" WM T/P 822.286" SAN B/P 824.24 W/WM PROTECTION8" WM T/P 822.74*12" STM B/P 715.45 W/WM PROTECTION*12" WM T/P 713.95*18" STM B/P 713.92 W/WM PROTECTION*12" WM T/P 712.428" WM B/P 822.33EX 8" SAN T/P 819.85 F.V.6" SAN B/P 823.00 W/WM PROTECTIONEX. 10" WM T/P 821.50 F.V.12" STM B/P 822.91 W/WM PROTECTIONEX. 10" WM T/P 821.44 F.V.12" STM B/P 822.79EX. 8" SAN T/P 819.37 F.V.6" SAN B/P 823.00 W/WM PROTECTIONE. 10" WM T/P 821.40 F.V.12" STM B/P 825.66 W/WM PROTECTION8" WM T/P 824.1618" STM B/P 824.42 W/WM PROTECTION8" WM T/P 822.9212" STM B/P 825.37 W/WM PROTECTION8" WM T/P 823.8724" STM B/P 821.308" SAN T/P 817.62 F.V.6" SAN B/P 821.38 W/WM PROTECTIONEX. 10" WM T/P 819.88 F.V.12" STM B/P 822.30 W/WM PROTECTIONEX. 18" WM T/P 819.88 F.V.12" STM B/P 823.57 W/WM PROTECTIONEX. 10" WM T/P 821.50 F.V.12" STM B/P 823.74 W/WM PROTECTION8" WM T/P 822.2412" STM B/P 822.78 W/WM PROTECTION8" WM T/P 821.2812" STM B/P 823.49 W/WM PROTECTION8" WM T/P 821.9915" STM B/P 821.91 W/WM PROTECTION8" WM T/P 820.4118" STM B/P 821.20 W/WM PROTECTIONEX. 10" WM T/P 818.4312" STM B/P 821.30 W/WM PROTECTION8" WM T/P 819.8012" STM B/P 821.44 W/WM PROTECTION8" WM T/P 819.9415" STM B/P 821.22 W/WM PROTECTION8" WM T/P 819.7212" STM B/P 823.29 W/WM PROTECTION8" WM T/P 821.5112" STM B/P 823.09 W/WM PROTECTION8" WM T/P 821.59C03C04C05C06C07C08C09C10C11C12C13C14C15C16C17C18C19C20C21C22C01C02C23C26C27C28C29C30C31C32C33C34C35C24C25UTILITY CROSSINGSC36C3718" STM B/P 821.04EX 8" SAN T/P 816.4330" STM B/P 819.156" SAN T/P 818.978" WM B/P 820.00EX. 8" SAN T/P 816.9330" STM B/P 820.078" SAN T/P 816.9230" STM 820.11 W/WM PROTECTION8" WM T/P 818.616" SAN B/P 819.97 W/WM PROTECTION8" WM T/P 818.4715" STM B/P 820.568" SAN T/P 817.4515" STM B/P 820.67 W/WM PROTECTION8" WM T/P 819.1718" STM B/P 820.32 W/WM PROTECTION8" WM T/P 818.8215" STM B/P 820.83 W/WM PROTECTION8" WM T/P 819.3312" STM B/P 823.16 W/WM PROTECTION8" WM T/P 821.2812" STM B/P 821.77 W/WM PROTECTION8" WM T/P 820.2712" STM B/P 822.77 W/WM PROTECTION8" WM T/P 821.2712" STM B/P 822.41 W/WM PROTECTION8" WM T/P 820.9118" STM B/P 819.49 W/WM PROTECTION8" WM T/P 817.998" SAN B/P 817.53 W/WM PROTECTION8" WM T/P 816.0315" STM B/P 820.13 W/WM PROTECTION8" WM T/P 818.6315" STM B/P 820.238" SAN T/P 818.416" SAN B/P 820.51 W/WM PROTECTION8" WM T/P 819.0115" STM B/P 819.986" SAN T/P 819.6512" STM B/P 822.62 W/WM PROTECTION8" WM T/P 821.1212" STM B/P 822.42 W/WM PROTECTION6" WM T/P 820.7118" STM B/P 819.40 W/WM PROTECTION8" WM T/P 817.9024" STM B/P 819.368" SAN T/P 819.3224" STM B/P 818.59 W/WM PROTECTION8" WM T/P 817.0924" STM B/P 818.41 W/WM PROTECTION6" WM T/P 816.9112" STM B/P 821.46 W/WM PROTECTION8" WM T/P 819.9624" STM B/P 817.89 W/WM PROTECTION8" WM T/P 816.398" SAN B/P 816.78 W/WM PROTECTION8" WM T/P 815.288" SAN B/P 819.43 W/WM PROTECTION8" WM T/P 817.938" SAN B/P 819.90 W/WM PROTECTION8" WM T/P 818.4012" STM B/P 818.11 W/WM PROTECTION8" WM T/P 816.6112" STM B/P 823.32 W/WM PROTECTIONEX. 10" WM T/P 820.95 V.F.C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C38C39C60C63C64C65C66C67C68C69C70C71C72C61C62UTILITY CROSSINGSC73C74C75C76C77C78*NOT USED*15" STM B/P 818.76 W/WM PROTECTION8" WM T/P 817.268" WM B/P 818.646" SAN T/P 816.158" WM B/P 818.43EX. 8" SAN T/P 814.1524" STM B/P 818.86 W/WM PROTECTION8" WM T/P 817.3624" STM B/P 819.08 W/WM PROTECTION8" WM T/P 817.5824" STM B/P 819.12 W/WM PROTECTION8" WM T/P 817.6224" STM B/P 819.28 W/WM PROTECTION8" WM T/P 817.788" WM B/P 818.48EX. SAN T/P 814.8530" STM B/P 711.11 W/WM PROTECTION12" WM T/P 709.6130" STM B/P 711.178" SAN T/P 705.0124" STM B/P 819.09EX. 10" WM T/P 816.93 W/WM PROTECTION24" STM B/P 819.07EX. 8" SAN T/P 815.47UTILITY CROSSINGSN:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022UTILITY TABLES AND UTILITYCROSSINGSRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone ** FOR ALL LOCATIONS WHERE WM CROSSES BELOW OR LESS THAN 1.5'ABOVE STORM OR SANITARY SEWER WM PROTECTION MUST BE UTILIZEDPER IEPA REQUIREMENTS AND PER THE "WATER MAIN CROSSING UNDERSEWER" DETAIL ON C8.3. * EX. FIRE HYDRANT TO BE RELOCATED265
73 LF - 6" PVC@ 2.47%815820825830835815820825830835826.2824.4829.33825.36-0+30 0+000+80815820825830835815820825830835827.6827.4829.73828.16-0+30 0+001+00815820825830835815820825830835827.8830.40-0+30 0+001+00815820825830835815820825830835829.5828.9828.5830.40829.36829.39-0+30 0+001+001+7073 LF - 6" PVC@ 2.47%CO 2CLEANOUTRIM: 829.75IE: 824.31 (NW)IE: 824.31 (SE)32 LF - 6" PVC@ 3.15%CO 3CLEANOUTRIM: 830.35IE: 825.01 (NW)IE: 825.01 (E)112 LF - 6" PVC@ 4.00%CO 4CLEANOUTRIM: 830.35IE: 822.98 (NW)IE: 822.98 (S)52 LF - 6" PVC@ 3.68%CO 1CLEANOUTRIM: 829.35IE: 823.50 (NW)IE: 823.50 (SE)PROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEEXISTINGGRADEBLDG 1FF=829.50BLDG 2FF=829.90BLDG 3FF=830.50EXISTINGGRADEEXISTINGGRADEBLDG 4FF=830.5010 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%EXISTINGGRADESANITARY PROFILE (BLDG 1)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 2)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 3)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 4)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'6" SAN STUBIE: 823.086" SAN STUBIE: 825.106" SAN STUBIE: 824.406" SAN STUBIE: 823.59EX. 10" WMIE: 820.64FIELD VERIFYEX. 8" SANIE: 820.22EX. 8" SANIE: 820.20EXISTING6" SANCO 4ACLEANOUTRIM: 828.80IE: 818.50 (N)CONTRACTOR TOFIELD LOCATE EX.6" STUB. PROVIDECLEANOUTAT CONNECTION.EX. IE: 818.50EX. 10" WMIE: 819.83FIELD VERIFYCO-3ACLEANOUTRIM: 829.28IE: 824.00 (W)C01C13EXISTING6" SAN181 LF - 6" PVC@ 1.53%138 LF - 6" PVC@ 1.56%238 LF - 6" PVC@ 1.00%815820825830835815820825830835828.0827.9827.5826.4828.85827.96827.59827.53-0+30 0+001+002+00815820825830835815820825830835827.4827.1826.6828.46826.71825.88-0+30 0+001+001+80815820825830835815820825830835827.0826.6826.1825.3823.0822.3828.05827.25827.40825.66824.35823.97-0+30 0+001+002+002+80830830181 LF - 6" PVC@ 1.53%138 LF - 6" PVC@ 1.56%238 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.04%PROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEBLDG 5FF=828.95BLDG 6FF=828.65CO 6CLEANOUTRIM: 828.50IE: 822.65 (N)IE: 822.65 (S)CO 7CLEANOUTRIM: 828.00IE: 823.06 (N)IE: 823.06 (S)CO 5CLEANOUTRIM: 828.80IE: 823.85 (N)IE: 823.85 (S)9 LF - 6" PVC@ 1.16%9 LF - 6" PVC@ 1.00%SANITARY PROFILE (BLDG 7)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 6)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 5)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'BLDG 7FF=828.156" SAN STUBIE: 823.956" SAN STUBIE: 822.746" SAN STUBIE: 823.15EXISTING6" SANCO 6ACLEANOUTRIM: 824.80IE: 820.50 (N)CONTRACTOR TOFIELD LOCATE EX.6" STUB. PROVIDECLEANOUTAT CONNECTION.EX. IE: 820.50EX. 8" SANIE: 816.81EX. 10" WMIE: 818.92FIELD VERIFYEX. 8" SANIE: 814.66C21C43N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.11_6.13 PP_San Service211232.dwg12/6/2022BUILDING SERVICE PROFILESRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone266
242 LF - 6" PVC@ 3.00%125 LF - 6" PVC@ 1.80%64 LF - 6" PVC@ 1.05%66 LF - 6" PVC@ 1.06%64 LF - 6" PVC@ 1.05%810815820825830810815820825830810815820825830810815820825830815820825830835815820825830835810815820825830810815820825830826.6825.8828.00825.72-0+30 0+001+00815820825830835815820825830835825.9825.2827.60825.14-0+30 0+001+00826.3825.8825.1824.7824.3823.6827.80825.70825.40825.44824.81824.68-0+30 0+001+002+002+60823.2825.56-0+30 0+00 0+50810815820825830810815820825830823.8825.55-0+30 0+00 0+50810815820825830810815820825830824.4823.8826.75825.17-0+30 0+000+60815820825830835815820825830835829.8829.2827.6831.02830.00829.01-0+30 0+001+00 1+50827.4826.7828.45826.74-0+30 0+001+00242 LF - 6" PVC@ 3.00%CO 8CLEANOUTRIM: 827.75IE: 822.28 (N)IE: 822.28 (S)18 LF - 6" PVC@ 1.01%CO 9CLEANOUTRIM: 825.50IE: 820.31 (S)IE: 820.31 (N)6 LF - 6" PVC@ 1.02%CO 10CLEANOUTRIM: 825.50IE: 820.32 (S)IE: 820.32 (N)45 LF - 6" PVC@ 1.01%CO 11CLEANOUTRIM: 826.75IE: 818.78 (S)IE: 818.78 (N)125 LF - 6" PVC@ 1.80%CO CCCLEANOUTRIM: 831.02IE: 825.10 (SE)IE: 825.10 (NW)64 LF - 6" PVC@ 1.05%CO 12CLEANOUTRIM: 827.95IE: 820.47 (W)IE: 820.47 (E)CO 13CLEANOUTRIM: 828.40IE: 823.05 (SE)IE: 823.05 (NW)66 LF - 6" PVC@ 1.00%CO 14CLEANOUTRIM: 827.55IE: 820.45 (W)IE: 820.45 (E)78 LF - 6" PVC@ 1.45%PROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEBLDG 8 FF=827.90EXISTINGGRADECOMMUNITYCENTER FF=831.15BLDG 9 FF=825.65SANITARY PROFILE (BLDG 8)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 9)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 10)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 11)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'BLDG 12 FF=828.10BLDG 13 FF=828.55BLDG 14 FF=827.70SANITARY PROFILE (BLDG 12)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 13)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 14)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (COMMUNITY CENTER)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'6" SAN STUBIE: 825.156" SAN STUBIE: 820.566" SAN STUBIE: 823.156" SAN STUBIE: 820.546" SAN STUBIE: 820.406" SAN STUBIE: 822.389 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%10 LF - 6" PVC@ 1.00%5 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%BLDG 10 FF=825.658 LF - 6" PVC@ 0.99%6" SAN STUBIE: 820.40BLDG 11 FF=826.906" SAN STUBIE: 818.824 LF - 6" PVC@ 1.00%EX. 8" SANIE: 820.208" SANIE: 819.758" SANIE: 816.47EX. 8" SANIE: 813.20EX. 8" SANIE: 813.13EX. 8" SANIE: 814.48EX. 8" SANIE: 815.468" SANIE: 819.24C36C47C10C09N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.11_6.13 PP_San Service211232.dwg12/6/2022BUILDING SERVICE PROFILESRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone267
74 LF - 6" PVC@ 1.00%63 LF - 6" PVC@ 1.04%63 LF - 6" PVC@ 1.04%810815820825830810815820825830827.8826.5828.00825.89-0+30 0+001+00810815820825830810815820825830824.3825.2826.70825.12-0+30 0+001+00810815820825830810815820825830823.5824.6826.21825.18-0+30 0+001+00810815820825830810815820825830824.1826.21-0+300+00 0+5074 LF - 6" PVC@ 1.00%CO 16CLEANOUTRIM: 826.15IE: 820.73 (E)IE: 820.73 (W)74 LF - 6" PVC@ 2.42%CO 17CLEANOUTRIM: 826.65IE: 820.30 (E)IE: 820.30 (W)63 LF - 6" PVC@ 1.04%CO 18CLEANOUTRIM: 827.95IE: 820.95 (W)IE: 820.95 (E)PROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEEXISTINGGRADEEXISTINGGRADEBLDG 15 FF=826.30EXISTINGGRADECO 15CLEANOUTRIM: 826.15IE: 821.21 (E)IE: 821.21 (W)14 LF - 6" PVC@ 1.02%9 LF - 6" PVC@ 1.00%SANITARY PROFILE (BLDG 15)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 16)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 17)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 18)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'BLDG 16 FF=826.309 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 0.78%BLDG 17 FF=826.80BLDG 18 FF=828.109 LF - 6" PVC@ 1.00%EXISTINGGRADE6" SAN STUBIE: 821.046" SAN STUBIE: 820.396" SAN STUBIE: 820.806" SAN STUBIE: 821.308" SANIE: 817.838" SANIE: 817.868" SANIE: 818.388" SANIE: 819.86C65N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.11_6.13 PP_San Service211232.dwg12/6/2022BUILDING SERVICE PROFILESRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone268
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\7.0 PP_Aastri211232.dwg12/6/2022PLAN AND PROFILE -AASTRI DRIVERESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC269
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\7.0 PP_Aastri211232.dwg12/6/2022PLAN AND PROFILE -AASTRI DRIVERESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone270
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\7.2 PP_DeanLn211232.dwg12/6/2022PLAN AND PROFILE - DEAN LANERESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneDEAN LANEFOR CONTINUATION SEE SHEET 7.3FOR CONTINUATION SEE SHEET 7.3VETERANS PARKWAYNOTES:1.) SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION. BVCE - BEGIN OF VERTICAL CURVATURE ELEVATION BVCS - BEGIN OF VERTICAL CURVATURE STATION EVCE - END OF VERTICAL CURVATURE ELEVATION EVCS - END OF VERTICAL CURVATURE STATION HP - HIGH POINT LP - LOW POINT PVI - POINT OF VERTICAL INTERSECTION LVC - LENGTH OF VERTICAL CURVE271
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\7.2 PP_DeanLn211232.dwg12/6/2022PLAN AND PROFILE - DEAN LANERESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneFOR CONTINUATION SEE SHEET 7.2FOR CONTINUATION SEE SHEET 7.2DEAN LANEPATRIOT DRIVENOTES:1.) SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION. BVCE - BEGIN OF VERTICAL CURVATURE ELEVATION BVCS - BEGIN OF VERTICAL CURVATURE STATION EVCE - END OF VERTICAL CURVATURE ELEVATION EVCS - END OF VERTICAL CURVATURE STATION HP - HIGH POINT LP - LOW POINT PVI - POINT OF VERTICAL INTERSECTION LVC - LENGTH OF VERTICAL CURVE272
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Det211232.dwg12/6/2022 CONSTRUCTION DETAILSRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone6"7"6"REINFORCEMENTCLR2"(MIN.)6"4"5"5"5"EXPANSION DOWELAGGREGATE BASE (CA-6)MIN.4"8"MIN.1'-7"BACKOF CURBEDGE OFPAVEMENT2% SLOPE MAX.NOTES:1. REINFORCEMENT: PROVIDE 3 No.5 STEEL BARS, 10' LONG, CENTERED OVER ALL TRENCHCROSSINGS.2. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURESAND AT 45' MAX. INTERVALS IN STRAIGHT CURB AND GUTTER. PROVIDE No. 6x18" LONGSMOOTH STEEL DOWEL BARS WITH 1" DIA. GREASE CAP THRU EXPANSION JOINTS. (3/4" THICKBITUMINOUS FILLER MATERIAL).3. CONTRACTION JOINT: PROVIDE 2" DEEP CONTRACTION JOINTS AT 15' INTERVALS.4. 2'-6" LONG TIE BAR ON 2'-6" CENTERS SHALL BE PROVIDED WHEN CURB IS ADJACENT TO P.C.C.PAVEMENT.5. PROVIDE 2 NO. 6 X 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB AND GUTTER.6. SEE PLANS FOR EXACT LOCATIONS OF SPECIAL FLUSH CURBS.SPECIAL FLUSH CURBACCESSIBLE PARKING STALL ACCESSIBLE PARKING SIGN WITH VANACCESSIBLE SIGN MOUNTED FIVE FEET(5') FROM FINISHED GRADE TO BOTTOMOF SIGN. SIGN TO BE PLACED AMAXIMUM OF 6' BEHIND BACK OF CURB,OR AT EDGE OF PAVEMENT ASALTERNATE.4" PAINTEDYELLOWSTRIPE @ 3'-0"CTRSYELLOW SYMBOLCENTERED IN STALL4" YELLOWPAINTEDEDGE LINE8'8'18'2'PAINTED ACCESSIBLE STALL SYMBOLDOUBLE COATOF YELLOW PAINTNOTE: SYMBOL TO BE CENTERED IN PARKING STALL.4"4"212"1'-2"11"1'-9"1'-9"4'-0"3'-5"4"4"2.5"1"6.5"1'-1"4.5"ACCESSIBLE PARKING SIGNACCESSIBLE PARKING SIGNWITH $250 FINE SIGNMUTCD R7-8, 12"x18"MUTCD R7-8a, 12"x6"MINIMUM 55 HOLESSPACED 1" O.C.1"LENGTH AS SPECIFIEDAA3.1/16"1.7/16"XX1.1/4"SECTION A-A18"4'-0"3'-6"3'-0"9"12"6" DIA. STEEL PIPEFILLED WITH CONC.GROUND SURFACEPOST MOUNTING2' BACK OF CURB$250 FINE SIGN(SEE DETAIL)ACCESSIBLE PARKINGSIGN (SEE DETAIL)SIGN POST DETAIL11"TYP6" (MIN)NO. 5 REINFORCEMENTBAR (TYP) (3" COVER)MINIMUM 7" OF COMPACTED CA-7 (TYP)ON UNDISTURBED SOIL WITH MINIMUMBEARING CAPACITY OF 3000 P.S.F. ORSTRUCTURAL FILL COMPACTED TO MINIMUM95% OF MAXIMUM DENSITY IN ACCORDANCEW/ ASTM D1557 (MODIFIED PROCTOR METHOD)(NO ORGANICS)6"MIN.1 1/2" (TYP)NO. 5 REINFORCEMENTBAR AT 12" SPACING(TYP) (3" MIN. COVER)NO. 5 REINFORCEMENTBAR AT 12" SPACING(TYP) (3" MIN. COVER)NO. 5 REINFORCEMENTBAR (TYP) (3" COVER)1% MIN.CONCRETE WALKCONCRETE WALKSTAIR DETAILPCC WITH MINIMUMCOMPRESSIVESTRENGTHOF 4000 P.S.I.PREMOLDED CORKEXPANSION JOINT FILLER(TYP.)273
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Det211232.dwg12/6/2022 CONSTRUCTION DETAILSRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonePAVED AREASNON-PAVED AREAS4" IN EARTH CUT6" IN ROCK CUTNOTES:1. EXCAVATION LINE : PIPE SIZES UP TO AND INCLUDING 24", USE I.D. PLUS 20" PIPE SIZES OVER 24", USE O.D. PLUS 24"2. LIMITS OF TRENCH BACKFILL SHALL EXTEND 2' OUTSIDE ALL PAVED AREAS.TRENCH BACKFILL SECTIONS FOR STORM SEWERTOPSOIL(DEPTH VARIES)SEE NOTE 1SEE NOTE 1EXCAVATION LINESEE NOTE 1FINISHED GRADE OFPAVEMENT SECTIONGROUNDSURFACEPAVEMENTSUBGRADECOMPACTEDBEDDINGMATERIALCOMPACTED GRANULARBACKFILLCOMPACTEDBEDDINGMATERIALSELECT EXCAVATEDMATERIAL(CA-6)(CA-6)(CA-6)PLAN VIEWSECTION VIEWFRAME LOCATIONB6.12 CURB & GUTTERB6.12 CURB & GUTTERSTORM STRUCTUREGUTTERBACK OF CURBBACK OF CURBSTRUCTURE FRAMEAND GRATE ASINDICATED ON PLANSPROVIDE EXPANSIONJOINTLOCATION ON PLANSFLOW LINEPAVEMENT18" B/CTO C FRAMEPIPEDIA.WALLABCDERSLOPE12"2"4"2'-0"15"18"21"24"2'-0" 9"6"2'-3"3'-10"6'-1"2'-6"11"9"3"9"2'-3"3'-10"2'-11"3'-2"2'-6"6'-1"6'-1"3'-0"3'-6"4'-0"12"13"14"R214"212"234"912" 3'-712"6'-112"27"30"33"36"42"48"54"60"66"72"78"84"314"312"334"4"412"5"512"6"612"7"712"8"1012"12"1312"15"21"24"27"35"30"36"36"36"4'-0"4'-6"4'-1012"5'-3"5'-3"6'-0"5'-5"5'-0"6'-0"6'-6"7'-6"7'-612"4'-078"6'-078"6'-112"6'-134"8'-134"8'-134"8'-2"8'-2"8'-4"8'-3"8'-3"8'-3"9'-3"9'-312"4'-6"5'-0"5'-6"6'-0"6'-6"7'-0"7'-6"8'-0"8'-6"9'-0"9'-6"10'-0"1412"15"1712"20"22"22"24"*****3:13:13:13:13:13:12.4:12:12:12.26:12.12:11.94:13:13:13:13:13:1* RADIUS AS FURNISHED BY MANUFACTURER2512"1934"3914"3434"35"26"35"39"27"21"21"21"PRECAST REINFORCED CONCRETE FLARED END SECTIONPLANEND VIEWLONGITUDINAL SECTIONNOTES:1. PRECAST CONCRETE FLARED END SECTION SHALLCONFORM TO THE APPLICABLE REQUIREMENTS OFAASHTO M-170 CLASS III, WALL B REINFORCEDCONCRETE PIPE.2. LENGTHS OF PIPE WHICH TERMINATE WITH AFLARED END SECTION INCLUDE THE LENGTH OFTHE FLARED END SECTION.STANDARD REINFORCEMENTFOR CIRCULAR CLASS III,WALL B REINFORCEDCONCRETE PIPEEND BLOCKCASTSEPARATE2-#4 BAREND CONNECTION TOFIT PIPE USEDCOORDINATE POINT ORDIMENSIONED LOCATION OR ASSHOWN ON PLANSPIPE DIA.SAME REINFORCEMENTAS INNER CAGEWALLWALLCBD3"8"18"3"AWALLEPIPE DIA.EWALLWALLPIPE DIA.GRATE FOR FLARED END SECTIONAPRON SIZEV-BARSIZEH-BARSIZENO. OFH-BARSREQ'DBOLTDIA"A"DIMINCHESINCHES123PLANLONGITUDINAL SECTION58 DIA12 DIA124ROUND PIPE APRONS15182124273036424854606672849034444444555667758 DIA58 DIA58 DIA34 DIA34 DIA34 DIA1 DIA 1 DIA1 DIA112PIPE112PIPE112PIPE112PIPE112PIPE112PIPE12 DIA12 DIA12 DIA58 DIA58 DIA58 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA1212121212123434343434343434345588888891014412412512512NOTES:1. BARS AND PLATES AREHOT-ROLLED STEEL.2. BARS, PLATES AND PIPE AREFINISHED WITH 2 COATS OFALUMINUM PAINT.3. BOLTS ARE GALVANIZED.BOLT TO APRON 6" FROM EDGEOF CONCRETE 3 BOLT PLATESARE REQUIRED - 1/4"X4"X10"6" TYP.6"WALLPIPE DIA.A6"V-BARS6"MAXH-BARS1.1 M(3'-6")100(4)100(4)125(5)215(8 1/2)60(2 1/2)400(16)OPTIONAL HANDLING HOLEAND 600 (24) LONG NO. 15(NO. 4) REINFORCEMENT BARNO. 15 (NO. 4) BAR H215 DIA.(8 1/2)215(8 1/2)400(16)100(4)25(1)100(4)100(4)400(16)100(4)END OF PIPERODENT SHIELD INSERTED100 (4) TO 150 (6) INTO PIPEGROUT(TYP.)BACK OFHEADWALL25(1)25(1)7(.27)7(.27)PIPEI.D.AA300(12)300(12)NOTES:AN ALTERNATE PAVED INVERT MEETING THEAPPROVAL OF THE ENGINEER MAY BE SUBSTITUTEDFOR THAT SHOWN IN SIDE VIEW.ALL DIMENSIONS ARE IN MILLIMITERS (INCHES)UNLESS OTHERWISE SHOWN.SIDE VIEWRODENT SHIELD PLACEMENTSECTION A-ADETAIL OF RODENT SHIELDBAR HFRONT VIEWCONCRETE HEADWALL FOR PIPE DRAIN(IDOT STD. 2362-4)ST54274
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Det211232.dwg12/6/2022 CONSTRUCTION DETAILSRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneNON-PAVED AREASPAVED AREASNOTES:1. EXCAVATION LINE : PIPE SIZES UP TO 24", USE I.D. PLUS 20" PIPE SIZES OVER 24", USE O.D. PLUS 24"2. LIMITS OF TRENCH GRANULAR BACKFILL SHALL EXTEND 2' OUTSIDE ALL PAVED AREAS.3. BEDDING MATERIAL FOR PVC PIPE INSTALLATION SHALL COMPLY WITH ASTM D-2321-89, CLASS IA OR IB.TRENCH BACKFILL SECTIONSFOR PVC SANITARY SEWERPAVEMENT STRUCTUREGROUND SURFACEPAVEMENTSUBGRADEEXCAVATION LINESEE NOTE 112"SEE NOTE 1SEE NOTE 1SELECTEXCAVATEDMATERIAL12"COMPACTEDGRANULARBACKFILL(CA-6)COMPACTEDBEDDINGMATERIAL(CA-7)COMPACTEDBEDDNGMATERIAL(CA-7)4" IN EARTH CUT6" IN ROCK CUTCLEANOUTCLEANOUT FRAME & COVERC.I. 22.5° BENDSC.I. 45° WYE CONNECTION6" CONCRETEENCASEMENTAROUND PIPEFLOW DIRECTION275
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Det211232.dwg12/6/2022 CONSTRUCTION DETAILSRESIDENCES AT FOX MEADOWS 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone45°WATER MAIN CROSSINGNOTES:1. CONTRACTOR MAY BEND WATER MAIN PIPE UNIFORMLY UNDER SEWERSWITHOUT USING FITTINGS PROVIDED THAT JOINT DEFLECTION DOES NOTEXCEED 5 DEGREES PER JOINT FOR PIPE UNDER 14" IN SIZE AND 3 DEGREESPER JOINT FOR PIPE 14" AND OVER IN SIZE. IF FITTINGS ARE USED,CONTINUOUS STRAPPING WITH RODS, STRAPS, NUTS AND BOLTS BELOWNORMAL WATER MAIN DEPTH ARE REQUIRED OR RETAINER GLANDS MAY BEUSED IN LIEU OF STRAPPING. RETAINER GLANDS TO BE CLOW NO. F-1058, ORAPPROVED EQUAL.2. COMPACTED MATERIAL BELOW SEWER SHALL CONFORM TO STANDARDSPECIFICATION FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS STD.DWG. NO. 20. AND 233. HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS ANDSEWERS SHALL COMPLY WITH SECTION 41-2.01 OF THE STANDARDSPECIFICATIONS FOR SEWERS AND WATER MAIN CONSTRUCTION INILLINOIS, LATEST EDITION.COMPACTED SELECT EXCAVATEDCLASS IV MATERIAL (SEE NOTE NO. 4)PROPOSEDD.I.W.M.GRAVITY SEWER TO BE WATER MAINQUALITY PRESSURE PIPE FOR ADISTANCE 10' ON EITHER SIDE OF THEOUTSIDE WALL OF THE WATER MAIN.EXISTING OR PROPOSED GRADE10'MIN.10'MIN.3'18"MIN. MIN.4"MIN.5' 6"VALVE BOXCONCRETE BLOCKWATER MAINSCREW TYPE ADJUSTMENTSFOR DEPTH. IN PAVEMENTUSE SLIDE TYPE ADJUSTMENTSC.I. VALVE BOX"WATER" ON LIDMINIMUM 5'-6" DEPTH276
10
EXHIBIT E
x Staff Engineer’s Memorandum Dated February 16, 2023
x Residences at Fox Meadows – Fee Schedule
RESIDENCES AT FOX MEADOWS – FEE SCHEDULE
School Park Library Fire Dist Total/Unit
1 Bedroom $ - $ 2,110.00 $ 356.00 $ 356.00 $ 2,822.00
2 Bedrooms $ 718.00 $ 2,297.00 $ 356.00 $ 356.00 $ 3,727.00
BLDG. FEE PLMB. INS FEE WATER CONN. SEWER CONN.
Combined
WATER/SEWER
CAP. DEV.
1 Bedroom .25 / SF $84.00* $ 250.00 $ 250.00 $ 1,848.71
2 Bedrooms .25 / SF $84.00* $ 250.00 $ 250.00 $ 2,715.62
$84.00* - fee per unit, plus $28.00 per building
Water Meter Fees
3/4'' $ 225.00 2'' $ 2,050.00
1'' $ 325.00 3'' $ 2,500.00
1 1/2'' $ 600.00 4'' $ 3,700.00
6'' $ 5,100.00
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279
280
STAFF REPORT
FOR MARCH 2023
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.
ECONOMIC DEVELOPMENT
Contact: Doug Martin, Director of Economic Development – 815/363-2110
Grand Opening
Director of Economic Development attended the grand opening of Deep Water Jiujitsu at 2034
N Richmond Road.
Ribbon Cutting
Director Martin and Economic Development Coordinator Wolf attended the ribbon cutting for
GiGi’s Playhouse, located at 5400 W Elm Street.
Ribbon Cutting
Director Martin attended the Keeping Families Covered Ribbon Cutting at 4138 Orleans Street.
McHenry Area Chamber of Commerce March Happenings/Events
3/7-Pink Door Thrift Shop Multi-Chamber Mixer and Ribbon Cutting at 3741 W Elm from 5:00-
7:00 p.m.
3/15-Woof and Run Ribbon Cutting at 1786 N Richmond Road from 1:00-2:00 p.m.
3/22-Heady Cup Coffee Roasters Multi-Chamber Ribbon Cutting at 4127 Orleans Street from
10:00-11:00 a.m.
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COMMUNITY DEVELOPMENT
Contact: Ross Polerecky, Director of Community Development – 815/363-2182
Planning and Zoning
The McHenry Township Fire Protection District will be appearing before the March 15 Planning
and Zoning Committee for a new fire station located on South Route 31 across from Shamrock
Lane.
Cedarhurst of McHenry
Cedarhurst of McHenry located on Blake Blvd has received a certificate of occupancy and is
currently accepting tenants to the facility.
Authentix of McHenry
Authentix McHenry is finishing the last two apartment buildings in the development,
landscaping, final pavement in the development and the re-paving of Blake Blvd will take place
when the weather permits.
Wingstop/ Arby’s/ Trio
A final permit submittal to IDOT has been completed for Wingstop, once approved Wingstop
will be moving forward with construction. Arby’s and Trio are still being reviewed by IDOT for
route 120 access.
POLICE
Contact: John Birk, Chief of Police – 815/363-2200
Personnel Update
The following personnel have recently completed the respective years of service with the
McHenry Police Department:
• Officer Robert Klasek – 13 years
• Administrative CSO Stephanie Erb – 12 years
• P/T Telecommunicator Maureen Doolan – 5 years
On January 17th, 2023, Nicole Scichowski joined the police department in the position of
Telecommunicator. Prior to joining our team Nicole has been a Deputy Coroner with the
McHenry County Coroner’s Office. She is currently in the department’s training program.
Training
Officer Joshua Conway and canine partner Eli attend training on K-9 Deployments During High-
Risk Operations. This training was hosted by T.O.P.S. Kennels in Grayslake.
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Telecommunicator Kathryn Wilbur attended a Certified Training Officer course hosted in
Plainfield. This certification provides comprehensive training on the roles and responsibilities
of CTOs in being a part of an agency’s training program.
Sergeant Brett Kinney attended instructor training on Immediate Trauma Care. This training
gives first responders the knowledge and skills to be instructors and teach lifesaving/sustaining
immediate trauma care practices and associated equipment.
Officer Christina Noyes attended Advanced Solo Officer Threat Response scenario training for
School Resource Officers. This training hosted in Western Springs.
Public Relations
Public Affairs Officer Michael Spohn, Sergeant Patrick Polidori and Officer Robert Klasek
represented the police department at the Chicago Auto Show. The officers worked with NHTSA
at their child safety seat education booth.
PUBLIC WORKS
Contact: Troy Strang, Director of Public Works – 815/363-2125
Field Operations
On Friday February 24 Public Works Staff responded to a leaking water service which was
damaged due to an adjacent private sewer repair. Service was restored by the end of that day.
Ice Storm
Between Wednesday February 22 and Thursday February 23 an ice storm occurred which
resulted in large numbers of fallen trees along with approximately 2,000 residences losing
power. Public Works on-call staff responded overnight to after-hours callouts and focused on
opening roadways which did not have downed power lines. Beginning on Thursday morning
work continued with clearing of right of ways and the announcement of a City wide brush
pickup beginning on Monday February 27. Brush pickup is anticipated to take approximately 2
weeks.
Dartmoor Drive Resurfacing
Bids were accepted for this project on February 23 with Peter Baker and Son Company of Lake
Bluff, Illinois providing a winning bid of $735,264. The contract will be awarded at the April 3rd
City Council Meeting. Work is anticipated to begin on May 1 and be completed by the end of
July.
2023 Road Resurfacing Program
Thanks to favorable bid results from the Dartmoor Drive project, the entire recommended 2023
Road Resurfacing Program previously approved by the City Council can move forward. The
project will be released for bid shortly with bids received at the end of March.
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North Riverside Parking Lot Construction (1405 N Riverside)
A project kickoff meeting was held on February 17 between Public Works staff and Robinson
Engineering. Survey work has already commenced which will be followed shortly by
preliminary plan preparation. The project is anticipated the begin construction in Fall of this
year.
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G33292
3.25.22 dap
Page 1 of 6
Standstill Agreement Between the
City of McHenry and Shodeen Group, LLC
This Standstill Agreement (“Agreement”), effective on this day of
, 2023, is entered into by and between the City of McHenry, Illinois (the “City”), and
Shodeen Group, L.L.C., a Delaware limited liability company (“Developer”).
Recitals
A.WHEREAS, the City Council adopted the Core-Downtown Sub-Area Plan on
8/31/2009 that defines a specific area of redevelopment in the City’s downtown and that provides
goals and vision for its redevelopment.
B.WHEREAS, the City holds title to land formerly owned by McHenry Savings Bank
and all within the Core Area with the following assigned property tax identification numbers:
09-26-378-007 09-26-454-002
09-26-378-008 09-26-454-004
09-26-378-012 09-26-454-015
09-26-378-013 09-26-454-017
09-26-378-014 09-26-454-018
09-26-378-015 09-26-454-019
09-26-378-018 09-26-380-006
(“Former MSB Property”)
C.WHEREAS, the City holds title to the land formerly owned by the Cosmopolitan
National Bank of Chicago, as Trustee under T/A dated 7/22/91 and known as Trust No.29855. with
the following assigned property tax identification numbers:
09-26-378-016
09-26-378-017
09-26-378-006
(“Former Nortman Property”).
D.WHEREAS, the Former MSB Property and the Former Nortman Properties are
collectively referred to herein as “City-Owned Land”.
E.WHEREAS, in February 2019 and then again in June 2021, the City issued that
certain Request for Proposals for the Purchase and Development of certain portions of the City-
Owned Land, neither of which produced approved projects.
F.WHEREAS, the City deems it in its best interest to work with an experienced
developer of real estate to redevelop the City-Owned Land.
G.WHEREAS, Developer is in the real estate development business and desires to
evaluate the possibility of redeveloping the City-Owned Land with a variety of uses and anticipates
entering into one or more redevelopment agreements, financial incentive agreements and acquiring
City-Owned Land for redevelopment purposes. To do so, it will take time for both the City and
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Page 2 of 6
Developer to complete such studies, tests, analyses and drawings for each of the many different
sites, either separately or collectively. In addition, Developer will spend significant amounts of
money, time and effort as contemplated under this Agreement. In consideration of time, effort and
money to be expended by Developer, it requires a commitment from the City not to sell or negotiate
with other developers any of the City-Owned Land, and the execution of this Agreement to allow
Developer to investigate redevelopment of the City-Owned Land in a cohesive and orderly manner.
H. WHEREAS, the City desires to temporarily standstill and not solicit the sale or
redevelopment of the City-Owned Land to anyone other than Developer, in accordance with the
terms of this Agreement, provided Developer complies with its obligations as stated herein.
I. WHEREAS, the Developer and City intend to make commercially reasonable
efforts to negotiate and purchase additional land adjacent to the City-Owned Land, including the
Green Street café and land currently used for private parking spaces adjacent to a City alleyway
off of Green Street (“Private Parking Space Area”).
J. WHEREAS, the City has determined that a future Redevelopment Agreement
involving public and private improvements and negotiation of City contributions of land and/or
TIF proceeds in consideration of development of the current City-Owned Land by the Developer
are consistent with and promotes the achievement of the goals and objectives of the City’s
comprehensive plan, and are otherwise in the public interest.
K. WHEREAS, the Parties intend to pursue available grants and funds from state,
federal and private sources (“Available Grants”) to offset the costs of certain Improvements
intended for public access and use, and primarily benefiting the public interest.
L. WHEREAS, the Parties agree to work together in good faith in order to fulfill the
terms and conditions of this Agreement and to work together in good faith toward the successful
completion of the Project in accordance with terms and conditions of this Agreement.
NOW, THEREFORE, in consideration of the above recitals, which are contractual, the
agreements and obligations set forth herein and for other good and valuable consideration, the
receipt and sufficiency of which are hereby acknowledged, and intending to be legally bound, it is
agreed as follows:
1. The Term of this Agreement shall commence on the date of this Agreement and end
on March 31, 2025, unless earlier terminated pursuant to the terms of this Agreement.
2. During the Term of this Agreement, the City shall not negotiate or enter into
contracts to sell or redevelop any of the City-Owned Land to anyone other than the Developer.
3. During the Term of this Agreement, Developer shall:
a) aggressively perform its due diligence to determine the feasibility of purchasing
and developing the City-Owned Land and adjacent land for large scale
redevelopment in coordination with the City;
b) every sixty days provide to the City detailed written accounts of its efforts; and
c) enter into a Redevelopment Agreement with the City no later than March 31,
2025.
The City reserves the right to terminate this Agreement prior to March 31, 2025, based on
Developer’s lack of progress on its feasibility determination regarding redevelopment of the City-
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Page 3 of 6
Owned Land or on Developer’s failure to comply with its obligations hereunder; provided,
however, before terminating this Agreement, the City shall provide 30 days’ written notice to
Developer of the City’s intent to earlier terminate and provide Developer with the option to appear
before the City Council at a meeting to explain its due diligence process and progress to the City
Council and request the City Council not terminate the Agreement. Following such meeting, the
City Council shall finally decide whether to continue this Agreement or terminate it for stated
reasons at the City Council meeting.
4. City will take all necessary steps to acquire the Private Parking Space Area by
eminent domain should it be necessary to redevelop the City-Owned land consistent its proposed
redevelopment.
5. The parties anticipate that the redevelopment of the City-Owned Land will have a
mix of residential uses, densities, commercial, retail, office, hotel and restaurants and will have a
mix of covered and uncovered surface, above and below grade, and/or attached garage parking
utilizing shared parking.
6. Unless a separate agreement is reached between the Developer and the City
(“Reimbursables”), the Developer will not be obligated in accordance with the City’s Municipal
Code, to reimburse the City for any of its costs incurred by City retained consultants, including
engineers and attorneys or for costs incurred for any studies that may be necessary for planning of
the project or requested by the City.
7. The Parties shall reasonably cooperate with each other to obtain the Available
Grants. Developer acknowledges and agrees that the City makes no representation, warranty or
guarantee of any kind regarding the Available Grants.
8. Developer shall have the right, after giving written notice to City, to assign its rights
under this Agreement to any entity controlling, controlled by, or under common control of,
Developer (“Permitted Assigns”) subject to written evidence satisfactory to the City that Kent
Shodeen and Dave Patzelt remain as principals of the proposed Assignee.
9. The City shall conduct its reviews, hearings and approvals of all materials and/or
applications provided by Developer for the City’s review, as required by the City, in a diligent and
timely manner. Provided that Developer has provided the City with all requested information
reasonably necessary to do so, the City shall conduct its reviews, hearings and approvals within 30
business days or shall notify Developer, in writing, of the City’s inability to complete its review
within such timeframe, which notice shall delineate the specific reasons why such timeframe is
infeasible. If Developer has not provided the City with all requested and necessary information the
City shall immediately notify Developer of those incomplete or missing items and Developer shall
provide them within two (2) business days or the City’s review period shall be extended by such
time until Developer provides the information to the City. Developer acknowledges and agrees that
the City shall conduct its reviews, hearings and approvals of all materials and/or applications in
strict accordance with Applicable Laws.
10. The Parties agree to keep this Agreement, all draft plans, proposals, test results,
memoranda, and contracts confidential to the extent such are exempt from the Illinois Freedom of
Information Act.
11. Except where another period is expressly provided in this Agreement, Developer
shall not be in default of any of its obligations under this Agreement provided that any default is
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cured within twenty (20) days of Developer receiving written notice from the City or Developer is
diligently pursuing efforts to cure the default.
Miscellaneous Provisions
12. Nothing in this Agreement is intended to be construed so as to make Developer or
its contractors, agents of the City, nor as making the City, its employees, officers, agents or
consultants agents of Developer. The Parties hereto agree that Developer and contractors are
independent contractors.
13. This Agreement is intended solely to regulate the obligations of the Parties hereto
with respect to one another. Nothing in this Agreement is intended to create, admit or imply any
liability to any third-party nor to provide any benefit to any person, firm, corporation or
governmental or non-governmental entity not a party to this Agreement.
14. Any notice required hereunder shall be given in writing, signed by the Party giving
notice, personally delivered, or mailed by certified or registered mail, return receipt requested, with
an electronic copy of such notice also e-mailed to the following:
To City: City of McHenry
Attn: City Administrator
333 S. Green Street
McHenry, IL 60050
To Developer: Shodeen Group
David A. Patzelt
77 N. First Street
Geneva, IL 60134
Copy to: Kate L. McCracken
Hoscheit, McGuirk, McCracken
& Cuscaden, P.C.
1001 E. Main St., Ste. G
St. Charles, IL 60174
15. If one or more of the provisions contained in this Agreement shall, for any reason,
be held to be invalid, illegal or unenforceable, such invalidity, illegality or unenforceability shall
not affect any other provision. If any such provision is held to be invalid as applied to any property
or circumstances, such determination shall not affect the applicability of such provision to any
other property or circumstances.
16. This Agreement may be executed in any number of counterparts, each of which
shall be deemed an original. A facsimile signature is deemed the equivalent of an original signature.
17. Either Party may record a copy of this Agreement or a memorandum of this
Agreement with the Register of Deeds for McHenry County, Illinois.
18. The Parties acknowledge that this Agreement is the product of negotiations among
the Parties and that, prior to the execution hereof, each Party has had full and adequate opportunity
to have this Agreement reviewed by, and to obtain the advice of, its own legal counsel. Nothing in
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this Agreement shall be construed more strictly for or against any Party because that Party’s
attorney drafted this Agreement or any part hereof.
19. The exclusive jurisdiction and venue for any lawsuit filed relating to this Agreement
shall be filed in the 22nd Judicial Circuit Court, McHenry County, Illinois.
20. Developer shall obtain, at Developer’s sole cost and expense, and shall maintain
through completion of the final Phase of the Project, an all-risk casualty insurance policy naming
Developer and the City as the insured.
21. Neither Developer, nor its assigns nor future owners may sell, transfer or convey
any interest in the City-Owned Land or any portion thereof to a tax-exempt entity without first
receiving written permission from the City. Notwithstanding anything contained herein to the
contrary, Developer or its assigns or future owners may lease the City-Owned Land, including any
portion thereof, to a tax-exempt entity.
Shodeen Group, L.L.C., City of McHenry
a Delaware limited liability company
By: Tri-City Land Management Company, By:
L.L.C., an Illinois limited liability company Wayne Jett, Mayor Date
Its: Manager
By:
Its: Authorized Representative Date
Z:\M\McHenryCityof\StandstillAgreementShodeen.docx
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EXHIBIT A
Core-Downtown Sub-Area Plan
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