Loading...
HomeMy Public PortalAbout08-07-2023 Village Board Agenda and PacketMeeting of the President and the Board of Trustees Monday, August 07, 2023 7:00 PM 24401 W. Lockport Street Plainfield, IL 60544 In the Boardroom Agenda CALL TO ORDER, ROLL CALL, PLEDGE - •Seeking Board consideration of a motion to appoint Trustee Kiefer as this evening’s Chair. PRESIDENTIAL COMMENTS TRUSTEES COMMENTS PUBLIC COMMENTS (3-5 Minutes) BUSINESS MEETING 1.APPROVAL OF AGENDA 2.CONSENT AGENDA 2.a.Minutes of the Board Meeting held on July 17, 2023. 07-17-2023 Village Board Minutes 2.b.Bills Paid and Bills Payable Reports for August 7, 2023. Bills Paid and Bills Payable Reports for August 7, 2023 2.c.Ordinance No. _____, decreasing the Class “E” Liquor Licenses to nine (9) for Chai Thai located at 14421 Wallin Drive, Unit 113. Chai Thai Liquor License Staff Report and Ordinance 2.d.Authorize the Village President to execute the Intergovernmental Agreement for the Development, Use, and Maintenance of Shared Use Paths between the Plainfield Park District and Village of Plainfield. Park District Trail IGA Board Report 2.e.Reduction of Associated Bank Bond Number 00000952 from $872,857.48 to $87,285.75, for the project known as The Seasons of Plainfield, to reflect the value of completed public improvements and the estimated cost work to remain. Seasons Bond Reduction Staff Report Packet 1 Meeting of the President and the Board of Trustees Page - 2 2.f.Approval of payment to the Illinois EPA in the amount of $32,500.00 for the operating permits at the Wastewater Treatment Plant. IEPA Permit Fees Staff Report 2.g.Authorize the Village Administrator to execute an agreement with Metronet for 60 months in the amount of $350.00 a month for secondary internet at the PEMA Facility. Metonet Internet PEMA Staff Report 2.h.Authorize the Village President to execute an agreement with Kroll, LLC to provide professional appraisal services for the Village of Plainfield for the total amount not to exceed $14,875.00. Fixed Asset Appraisal Staff Report 3.TRACY, JOHNSON & WILSON 3.a.Seeking Board consideration of a motion to authorize payment to Tracy, Johnson & Wilson in the amount of $1,462.00. Tracy, Johnson & Wilson 08-07-2023 4.EKL WILLIAMS & PROVENZALE, LLC 4.a.Seeking Board consideration of a motion to authorize payment to Ekl Williams & Provenzale, LLC in the amount of $1,200.00. Ekl, Williams & Provenzale 08-07-2023 5.KELLER FARM (CASE NUMBER 2010-050423.AA/REZ/SU/PP/SPR) 5.a.Seeking Board consideration of a motion to open the continued Public Hearing regarding the annexation agreement for the project known as Keller Farm, located at the northwest corner of Lockport Street and Wallin Drive (PIN 06-03-08-400-005-0000). Keller Farm Staff Report Packet 5.b.Seeking Board consideration of a motion to close the Public Hearing and return to the business meeting. 5.c.Seeking Board consideration of a motion to direct the Village Attorney to prepare the necessary ordinances to authorize the execution of an annexation agreement and annex the property known as Keller Farm as a logical extension of the Village of Plainfield. 5.d. Seeking Board consideration of a motion to adopt the findings of fact of the Plan Commission as the findings of fact of the Board of Trustees and, furthermore, to direct the Village Attorney to prepare an ordinance granting approval of a special use for planned development for a mixed-use development of up to 405 residential units and approximately nine acres of commercial land located generally at the northwest corner of Lockport Street and Wallin Drive. 6.143RD STREET WEST EASEMENT ACQUISITION AGREEMENTS (PARCEL 0005) 6.a.Seeking Board consideration of a motion to authorize the Village Administrator to 2 Meeting of the President and the Board of Trustees Page - 3 execute the easement acquisition agreements with S&E Investments for public utility and road right-of-way easements for the 143rd Street west project for Parcel 0005. 143rd St West Parcel 005 Staff Report Packet 6.b.Seeking Board consideration of a motion to authorize the Village Administrator to execute a quit-claim deed and any related documents to convey the Village-owned property east of Ridge Road and south of Plainfield Road (PIN’s 06-01-200-012 and 06-01-200-016) to S&E Investments at no cost. 7.PLAYA VISTA ENTITLEMENT REAPPROVALS 7.a.Seeking Board consideration of a motion to adopt Ordinance No. _____, an Ordinance Ratifying Prior Planned Development Approvals for Property in the Village of Plainfield, Will County, Illinois (Playa Vista Subdivision, Grande Park Neighborhoods 4, 5 and 6), subject to the review and approval of the Village Attorney. Playa Vista Ratification Staff Report Packet 8.13822 S. TEAL COURT (CASE NUMBER: 2018-061623.VAR) 8.a.Seeking Board consideration of a motion to adopt Ordinance No. _____ , approving a variance to permit a garage addition encroaching two feet into the southern interior side yard and a driveway measuring 30 feet at the right-of-way for the property located at 13822 S. Teal Court, contingent on the stipulations in the staff report. Teal Court Staff Packet 9.SHARON METHODIST CHURCH 23913 W LOCKPORT ST (CASE NUMBER 1999-030123.REZ.SU.SPR.FP 9.a.Seeking Board consideration of a motion to adopt Ordinance No. _____, amending the zoning map from R-1 Low Density Single-Family Residential District to BT Business Transition District for the property identified as Lot 1 on the proposed Final Plat of Resubdivision of Lots 9 and 10 of Plainfield Methodist Church Subdivision. Sharon Church Staff Packet 9.b.Seeking Board consideration of a motion to adopt Ordinance No. _____, approving a special use to permit a restaurant use at 23913 W Lockport Street, subject to the stipulations in the staff report. 9.c.Seeking Board consideration of a motion to approve the Final Plat of Resubdivision of Lots 9 and 10 of Plainfield Methodist Church Subdivision, in accordance with the reviewed plans, subject to the stipulations in the staff report. ADMINISTRATOR'S REPORT MANAGEMENT SERVICES REPORT ENGINEER'S REPORT 3 Meeting of the President and the Board of Trustees Page - 4 PLANNING DEPARTMENT REPORT BUILDING DEPARTMENT REPORT PUBLIC WORKS REPORT Seeking Board consideration of a motion to authorize the Village President to award the 2023 Fire Hydrant Painting Program Contract to GO Painters Inc. of Maywood, Illinois, the low-qualified contractor, in an amount of $41,452.00, plus $4,000.00 contingency for the total amount not to exceed is $45,452.00. 2023 Fire Hydrant Painting Program Staff Report Seeking Board consideration of a motion to authorize the Village President to award the 2023 Curb and Sidewalk Program to Davis Concrete Construction Company, the low bidder, in an amount of $128,030.43, plus $12,000.00 contingency for the total amount not to exceed is $140,030.43. 2023 Curb and Sidewalk Program Staff Report Seeking Board consideration of a motion to authorize the payment of $725,000.00 to the Will County Treasurer as, and for, Preliminary Just Compensation for the property at 14105 S. IL Route 59, identified as parcel 1NN0005 within PIN 06-03-03-302-008, and to authorize the Village Administrator to execute all related documents. 143rd St East (CBI) Memo & Supporting Docs Seeking Board consideration of a motion to authorize the Village President to execute Supplement Number 2 for 143rd Street East Roadway Extension Phase II Engineering Services in an amount not to exceed $529,563.00 with Crawford, Murphy & Tilly, Inc. 143rd St East Phase 2 Engineering Supplement 2 Memo & Supporting Docs Seeking Board consideration of a motion to authorize the purchase of one 2023 Ford Ranger SC pickup truck from Ron Tirapelli Ford at a total cost not to exceed $36,386.26. 2023 Engineering Ranger Pickup Memo & Supporting Docs Seeking Board consideration of a motion to authorize the purchase of one 2023 Ford Super Duty F-250 pickup truck from Terry’s Ford at a total cost not to exceed $52,993.00. 2023 Ford F-250 SuperDuty Engineering - Facility Maintenance Pickup Memo & Supporting Docs POLICE CHIEF'S REPORT ATTORNEY'S REPORT Seeking Board consideration of a motion to approve Resolution No. _____, authorizing the execution of an intergovernmental agreement and easement agreements between the Village of Plainfield and the Plainfield Park District. Plainfield Park District Staff Report, IGA, and Easement Agreements REMINDERS - 4 Meeting of the President and the Board of Trustees Page - 5 •August 10 Historic Preservation Commission – 7:00 p.m. •August 14 Committee of the Whole Workshop – 7:00 p.m. •August 21 Village Board Meeting – 7:00 p.m. 5 VILLAGE OF PLAINFIELD MEETING MINUTES JULY 17, 2023 AT:VILLAGE HALL BOARD PRESENT: T.RUANE, B.WOJOWSKI, M.BONUCHI, P.KALKANIS, R.KIEFER AND C.LARSON. BOARD ABSENT: J.ARGOUDELIS. OTHERS PRESENT: J.BLAKEMORE, ADMINISTRATOR; R.VOGEL, ATTORNEY; M.GIBAS, VILLAGE CLERK; D.WOLD, ENGINEER; S.THREEWITT, PUBLIC WORKS DIRECTOR; J.PROULX, PLANNING DIRECTOR; J.MELROSE, ECONOMIC DEVELOPMENT DIRECTOR; L.SPIRES, BUILDING OFFICIAL; T.PLECKHAM, MANAGEMENT SERVICES DIRECTOR; AND R.MILLER, CHIEF OF POLICE. CALL TO ORDER, ROLL CALL, PLEDGE Trustee Kiefer called the meeting to order at 7:00 p.m. Roll call was taken, all Trustees were present, Mayor Argoudelis was absent. Trustee Kiefer led the Pledge of Allegiance. There were approximately 11 persons in the audience. Trustee Larson moved to appoint Trustee Kiefer as this evening’s Chair. Second by Trustee Ruane. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, abstain; Larson, yes. 5 yes, 0 no, 1 abstain. Motion carried. PRESIDENTIAL COMMENTS No Comments. TRUSTEES COMMENTS Trustee Wojowski commented on Romeoville’s coordinated fireworks and thought the Village should do something similar. Trustee Larson: Commented on and increase in mental health related activities. Expressed concern regarding safety and suggested reconsideration of special uses. Trustee Ruane stated that he was happy to see that the Police Department is making arrests for minor shoplifting. PUBLIC COMMENTS (3-5 minutes) Art Pierscionek, 15331 Sawgrass, expressed concern regarding the sewer fee for watering lawns, and asked the Board to reconsider the policy. Jennifer, local business owner, expressed concern regarding the massage business special use. Karen, local business owner, expressed concern regarding the massage business special Use. BUSINESS MEETING 1)APPROVAL OF AGENDA Trustee Larson moved to approve Agenda. Second by Trustee Ruane. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. 6 Village of Plainfield Meeting Minutes – July 17, 2023 Page 2 2)CONSENT AGENDA Trustee Bonuchi moved to approve the Consent Agenda to include: a) Minutes of the Board Meeting held on June 19, 2023. b)Bills Paid and Bills Payable Reports for July 17, 2023. c)Cash & Investment, Revenue, and Expenditure Reports for June 2023. d)Ordinance No. 3604, increasing the Class “F” Liquor Licenses to 24 for Imperial Kitchen to be located at 12337 S. Route 59, Units 127 & 129. e)Approval of legal fees for services rendered by Dunn, Martin, & Miller, Ltd. for the 143rd Street East Extension from January 2023 through May 2023 totaling $33,181.62. f)Authorize the Village Administrator to execute an agreement to purchase 3 years of Meraki Network Licensing from Insight in the amount of $43,891.00. g) Authorize the Village President to execute a license and hold harmless agreement between the Village of Plainfield and Two Sisters RE, LLC to allow for construction of a sidewalk in public alley right of way adjacent to the property commonly known as 14912 S. Eastern Avenue. Second by Trustee Larson. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. 3) TRACY, JOHNSON & WILSON Trustee Bonuchi moved to authorize payment to Tracy, Johnson & Wilson in the amount of $2,380.00. Second by Trustee Wojowski. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, abstain. 5 yes, 0 no, 1 abstain. Motion carried. 4)EKL WILLIAMS & PROVENZALE, LLC Trustee Bonuchi moved to authorize payment to Ekl Williams & Provenzale, LLC in the amount of $962.50. Second by Trustee Larson. Trustee Larson stated that there will be continued litigation as an appeal has been filed. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. 5) 13717 U.S. ROUTE 30 – MASSAGE BUSINESS SPECIAL USE (CASE NUMBER 2009-050223.SU) Jake Melrose stated that the applicant has submitted an application and staff has conducted background checks on the therapists. Director Melrose noted that any new/future therapists will need to pass background checks. Administrator Blakemore noted that the current property manager refused to allow staff inside the space. Trustee Larson, Trustee Wojowski, Trustee Ruane, Trustee Bonuchi, and Trustee Kalkanis expressed concern regarding previous illegal activities and that the property owner would not allow staff inside the space. James Leto, applicant, stated that it is his intention to run a legitimate business and that he does not have any affiliation with the previous owners. Trustee Kiefer stated that massage therapy is a very rigorous program, and he is concerned about punishing this applicant because of the activities of the previous owner. Trustee Larson moved to adopt an Ordinance approving a special use permit for a massage business located at 13717 U.S. Route 30 Unit 123, subject to the stipulations noted in the staff report. Second 7 Village of Plainfield Meeting Minutes – July 17, 2023 Page 3 by Trustee Ruane. Vote by roll call. Ruane, no; Wojowski, no; Bonuchi, no; Kalkanis, no; Kiefer, yes; Larson, no. 1 yes, 5 no. Motion Failed. 6)RYAN, LLC FINANCIAL SERVICES Trustee Wojowski moved to authorize the Village Administrator to enter into a contract with Ryan, LLC to provide financial professional services related to the Des Plaines Street parking garage project for a contract not to exceed $9,500 for Phase 1 and $9,500 for Phase 2. Second by Trustee Larson. At the request of Trustee Larson, Director Melrose gave an update on the downtown parking study. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. 7) PLAINFIELD LOGISTICS CENTRE (CASE NUMBER 1969- 042022.AA/REZ/V/PP/SPR) Trustee Ruane moved to re-approve the preliminary plat of subdivision for the Plainfield Logistics Centre, subject to the stipulations noted in the staff report. Second by Trustee Wojowski. Trustee Larson stated that she has been very anti-industrial development, but feared losing revenue if Kendall County approved the DHL development and expressed concern regarding the delay in construction. Director Proulx stated that the property acquisition for the 143rd Street West extension is taking longer than anticipated. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, no. 5 yes, 1 no. Motion carried. 8) 24109 W. LOCKPORT STREET FAÇADE IMPROVEMENTS (CASE NUMBER 2012- 050823.FG/COA) Trustee Bonuchi moved to approve a Certificate of Appropriateness for façade improvements for the property located at 24109 W. Lockport Street, subject to the execution of a Letter of Agreement between the applicant, the Historic Preservation Commission, and the Village. Second by Trustee Larson. Director Proulx reviewed the proposed improvements and stated that he would like the seven requirements outlined by the Historic Preservation Commission to be recommendations instead of requirements. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. Trustee Kalkanis moved to approve a façade grant in an amount not to exceed $20,900.00 and to authorize the Village Administrator to execute a façade improvement agreement for the property commonly known as 24109 W. Lockport St. Second by Trustee Bonuchi. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. 8 Village of Plainfield Meeting Minutes – July 17, 2023 Page 4 ADMINISTRATOR'S REPORT Administrator Blakemore introduced Ashton Stipp, Management Analyst. MANAGEMENT SERVICES REPORT No Report. ENGINEER’S REPORT Derek Wold presented the Engineer’s Report for July 2023. PLANNING DEPARTMENT REPORT No Report. BUILDING DEPARTMENT REPORT Lonnie Spires presented the Building and Code Compliance Report for June 2023. PUBLIC WORKS REPORT Trustee Kalkanis moved to authorize the Village Administrator to execute Wisconsin-Central LTD License Agreements 7944-W, 8028-W, and 8029-W at a total cost of $36,600.00. Second by Trustee Bonuchi. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. Trustee Kalkanis moved to authorize the Village President to execute an Intergovernmental Agreement related to the Plainfield Township Road District 2023 General Maintenance, between the Plainfield Township Highway Department and the Village of Plainfield. Second by Trustee Bonuchi. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. Trustee Kalkanis moved to award the 2023 Pavement Marking Program to Superior Road Striping, the low bidder, in the amount of $21,383.84. Second by Trustee Bonuchi. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. Trustee Bonuchi moved to authorize the purchase of one 2023 Ford F-150 Crew Cab pickup truck from Rod Baker Ford at a total cost not to exceed $49,825.64. Second by TrusteeKalkanis. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. Trustee Kalkanis moved to authorize the purchase of one 2023 F-150 4x4 Supercab pickup truck from Terry’s Ford at a total cost not to exceed $48,028.00. Second by Trustee Ruane. Vote by roll call. Ruane, yes; Wojowski, yes; Bonuchi, yes; Kalkanis, yes; Kiefer, yes; Larson, yes. 6 yes, 0 no. Motion carried. POLICE CHIEF’S REPORT Chief Miller presented the Police Operations Report for June 2023. ATTORNEY’S REPORT No Report. 9 Village of Plainfield Meeting Minutes – July 17, 2023 Page 5 Trustee Kiefer read the reminders. Trustee Larson moved to adjourn. Second by Trustee Kalkanis. Voice Vote. All in favor, 0 opposed. Motion carried. The meeting adjourned at 8:19 p.m. Michelle Gibas, Village Clerk 10 John F.ArgoudelisI-lu gnu ; n•w i L.... i u iu•y i4 PRESIDENT VILLAGE OF PLAINFIELD Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Gaily J. Larson Tom Ruane MEMORANDUM BrianWojowski To:Board of Trustees From: Mayor Argoudelis Date: July 27, 2023 Subject:Liquor Licenses As you are aware, the Village only has as many liquor licenses as we do establishments that sell alcoholic liquor. The owners of Chai Thai, located at 14421 S. Wallin Drive, Unit 113, have decided not to renew their liquor license. With the Board's concurrence, the following motion would be necessary to reflect that change: I move to adopt Ordinance No. decreasing the Class "E"Liquor Licenses to nine (9). 24401 W. Lockport Street Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 Web wwwplainfieldil.gov 11 ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 4 OF THE CODE OF ORDINANCES OF THE VILLAGE OF PLAINFIELD REGARDING ALCOHOLIC LIQUOR NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES, ILLINOIS AS FOLLOWS: I.That Chapter 4, Article II, Section 4-22 (a) of the Code of Ordinances is hereby amended as follows: Class E: The number of licenses is changed from 10 to 9. This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as required by law. This Ordinance shall be numbered as Ordinance No. PASSED THIS 7TH DAY OF AUGUST, 2023. AYES: NAYS: ABSENT: APPROVED THIS 7TH DAY OF AUGUST, 2023. VILLAGE PRESIDENT ATTEST: VILLAGE CLERK 12 13 14 15 16 17 18 19 20 21 22 INTERGOVERNMENTAL AGREEMENT FOR BIKE AND PEDESTRAIN TRAIL This Agreement is made this49 day of A/dem / , 2017, between the Village of Plainfield, a home rule municipal corporation (Village), and the Plainfield Township Park District, (Park District) a body corporate and politic, sometimes referred to jointly as Parties and individually as Party. WITNESSETH WHEREAS, the purpose of this Agreement is to better serve the recreational needs of the constituents of the Village and the Park District; and WHEREAS, it is contemplated that a third party developer will construct a bicycle/pedestrian trail located on property owned by the Village generally shown on Exhibit A; and WHEREAS, the Park District exist under the Park District Code, 70 ILCS 1205/1 et seq. for the purpose of providing park sites, facilities and recreational programs for it citizens, this includes but is not limited to providing bicycle/pedestrian tails; and WHEREAS, the Village also provides recreational services for its citizens, including but not limited to bicycle/pedestrian trails; and WHEREAS, Article VII Section 10 of the Illinois Constitution on 1970 and the Intergovernmental Cooperation Act, 5 ILCS 220/let seq., authorizes intergovernmental agreements for shared purposes; and WHEREAS, the Parties desire to enter into a cooperative agreement to allow for the Park District to maintain the proposed bicycle/pedestrian trail that is to be constructed on property owned by the Village. NOW, THEREFORE, in consideration of the mutual agreements and covenants set forth herein, the parties agree as follows: SECTION 1: Nature of Trail The trail shall consist of an asphalt path ten (10) feet in width for bicycle and pedestrian use and shall be constructed consistent with Park District's specifications for like trails in the Park District's system. The trail shall also include a five (5) foot buffer on either side of the asphalt path, making the total area of the trail being twenty (20) feet in width Trail). 359640 1 23 SECTION 2: Location of Trail As of the date of this Agreement, the Trail is not constructed and the exact location of the Trail has not been determined. However, it is the intention of the Parties that should the Trail be constructed by a third party developer on the property owned by the Village in the area generally shown on the drawing attached hereto as Exhibit A, and made a part hereof, that said Trail will be maintained by the Park District. SECTION 3: Trail Construction It shall be the intent of the Parties that if the Trail is constructed on Village property the construction shall be consistent with the specifications of the Park District. All improvements including the Trail shall only be accepted by the Parties after appropriate inspection by the Park District to ensure compliance with its construction specifications. SECTION 4: Maintenance Once the Trail has been constructed and accepted as compliant with the standards and specifications of the Park District, the ten (10) foot wide asphalt portion of the Trail shall be maintained by the Park District consistent with its maintenance schedules and specifications for like trails within its system. The cost incurred by the Park District for the maintenance of the asphalt portion of the Trail shall be shared equally with the Village. The Park District shall invoice one half of the cost of the maintenance of the asphalt path of the Trail to the Village and such invoice shall be paid no later than 60 days after the tender of such invoice. The turf grass located in the five (5) foot buffer area on either side of the asphalt path shall be maintained by the Village consistent its schedule and specifications for like turf areas within its system. SECTION 5: Indemnity Both Parties shall indemnify and hold harmless the other Party, its officers, board members, agents, representatives, employees, guests and participants against any and all claims, demands, costs and expenses for any basis, whatsoever, including reasonable attorney fees for the defense thereof, arising from or in connection with the rights granted under this Agreement SECTION 6: Term The initial term of this Agreement shall be for six (6) years from the date first written above (Initial Term). It is the intention of the parties that this Agreement shall continue so long as there is a Trail located and operating on the property of the Village designated an area consistent with that shown in Exhibit A. Either Party may terminate this Agreement by providing sixty (60) days written notice prior to the termination of the initial term. SECTION 7: Contingency This Agreement shall be contingent upon a third party receiving the appropriate approvals, permits for the construction of the Trail as described herein. If the Trail as contemplated by this Agreement is not constructed within the Initial Term, this 359640 2 24 Agreement shall be terminated and neither party shall have any duties or responsibilities under this Agreement. The Parties may choose to renew this Agreement at the end of the Initial Term. It is the intent of the Parties that if the third party developer does not constructed the Trail as contemplated under this Agreement; this Agreement between the Parties shall be null and void. SECTION 8: Entire Agreement Other than a grant of permanent easement from the Village to the Park District to allow for the entry onto Village property for the maintenance of the asphalt path of the Trail as discussed herein, which shall be granted contemporaneously with this Agreement, this instrument contains the entire Agreement between the parties. No statements, promises, or inducements made by either party that is not contained in this written Agreement shall be binding on the parties. This Agreement may be modified or amended only by official action by the corporate authorities of each party. SECTION 9: Governing Laws This Agreement shall be governed by the laws of the State of Illinois as to interpretation and performance and the appropriate venue for any action based on this Agreement shall be Will County, Illinois. SECTION 10: Conflicting Provisions If any part, term, or provision of this Agreement is found by a court of competent jurisdiction to be illegal or in conflict with any law of the State of Illinois, the validity of the remaining provisions shall not be affected, and the rights and obligations of the parties shall be enforced as if the Agreement did not contain the particular part, term, or provision held to be invalid. IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year first above written pursuant to authorization of the corporate authorities of each party. VILLAGE OF PLAINFIELD: PLAINFIELD TOWNSHIP PARK DISTRICT: c, 24a,r,..,px,„ 7MORPREDEN', AT _rT: ATTEST: r i' f 06LMN2.it VILLAGE CLERK SECRETARY 359640 3 25 JOLEE C T EVANS ST O AKSTCASE STCORBIN S T PAWNEESTDILLMAN STPRATT LNUNION STILLINOIS STRT 59NEWKIRK DR NAPERVILLE RDSOLDIER DR J O L I E T R D PRAIRIE DR I LLINI DR NORMAN AVE O T TAWA S T DANPATCHDRROBERT AVEDEPOT DRVI L L AGE CEN TERDRC R OPLANDDR R IV E R R DVANDYKERDINGERSOLLST VISTALN LINCOLNWAY CIR EYR E C I R RI VERCT HAMLINST FARMSTEADLN PENNR DWALLINDRBARTLETT AVEKINGSTONST RENWICK RD MAIN S T LOCKPORT ST JAMES STFORT BEGGS DRWOOD FARM RDGregory B .Bott Park Pedestrian Bridge Underpass Underpass RiverfrontCounty of Will, Maxar Riverfront Trail Context Map Gregory P. Bott Park Riverfront Existing Path Pedestrian Bridge Underpass Future Trails Construction 2022-2023 K:\_COMMUNIC ATION\MXD_PRX\Settlers Park.aprx26 27 JOLEE C T EVANS ST O AKSTCASE STCORBIN S T PAWNEESTDILLMAN STPRATT LNPERSONSPKWY UNION STILLINOIS STRT 59NEWKIRK DR NAPERVILLE RDSOLDIER DR J O L I E T R D PRAIRIE DR I LLINI DR NORMAN AVE O T TAWA S T DANPATCHDRROBERT AVEDEPOT DRVI L L AGE CEN TERDRC R OPLANDDR R IV E R R DVANDYKERDINGERSOLLST VISTALN LINCOLNWAY CIR EYR E C I R RI VERCT HAMLINST FARMSTEADLN PENNR DWALLINDRBARTLETT AVEKINGSTONST RENWICK RD MAIN S T LOCKPORT ST JAMES STFORT BEGGS DRWOOD FARM RDUnderpass Underpass © OpenStreetMap (and) contributors, CC-BY-SA Riverfront Trail Maintenance Existing Path Underpass Superstructures Future Trails Construction 2022-2023 K:\_COMMUNIC ATION\MXD_PRX\tra ils map.aprxPath Maintenance- Park District Underpass Maintenance- CN Railroad Underpass Substructures Underpass Maintenance- Village of Plainfield Path Maintenance- Village of Plainfield Existing Path Future Trails Underpass Structures Underpass Maintenance- IDOT Underpass LOCKPORT ST © OpenStreetMap (and) contributors, CC-BY-SA Underpass RIVERRD V A N DY K E R D © OpenStreetMap (and) contributors, CC-BY-SA 28 EASEMENT AGREEMENT WITNESSETH: This Easement Agreement (“Agreement”) is made and entered into as of this ______ day of ___________________, 202_, by and between the Village of Plainfield, a home rule municipal corporation (“Village”), and the Plainfield Township Park District, (“District”) a body corporate and politic. WHEREAS, Village and District construct and maintain a system of public recreational shared use paths pursuant to a certain intergovernmental agreement between them dated as of ________________, 202__ (the “IGA”); and WHEREAS, the provisions of Section 2.D of the IGA provide that Village and District will each grant to the other easements from properties respectively owned by them as the other shall require for the construction of future shared use paths; and WHEREAS, ___________ is proposing to construct a section of shared use path subject to the IGA and in connection therewith, requires an easement from certain property owned by ____________, which easement is depicted and legally described in Exhibit A hereto (“Easement”). NOW, THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth, and for other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, Owner and Village hereby agree as follows: 1. Recitals. The foregoing recitals are incorporated into this Agreement as if fully set forth in this Section 1. 2. Grant of Easement. Subject to the terms and provisions of this Agreement, ___________ hereby grants to ____________ the Easement, and shall, contemporaneously with its execution of this Agreement, execute and deliver to _________________ a plat of easement depicting and including that portion of ____________________’s Property described in Exhibit A hereto, 29 which plat shall recite that it is subject to all of the terms and conditions set forth herein. 3. Permanent Easement. The Easement granted by __________ to the __________ over and across all of that portion of __________’s Property described in Exhibit A shall be a permanent and perpetual easement upon, over, under and across that portion of __________’s Property depicted therein to construct, install, operate, use, repair, remove, maintain and replace public recreational shared use path improvements and related appurtenances, and to conduct within the Easement all such construction, excavation and other work related to the aforesaid purposes and the provision and operation thereon of a public recreational shared use path and related appurtenances, provided, however, that the __________ at its sole cost and expense shall be responsible to restore all surface damage to __________’s Property resulting from the use of the Easement for the conduct of any of the foregoing activities (to the extent that such portion of __________’s Property is not actually improved as or surfaced for public recreational shared use path improvements). __________ shall refrain from constructing or locating any buildings or structures within the Permanent Easement, and shall take no actions or conduct any activities within the Easement that would unreasonably interfere with or restrict the use of the Easement for the purposes set forth in this Agreement. 4. Ownership of Improvements. __________ shall at all times retain title to, ownership of and control over any and all public recreational shared use path improvements, other public improvements or related appurtenances constructed or located by __________ within the Easement. 5. Notice of Work. Except in bona fide emergency situations, __________ shall provide __________ with reasonable written notice of its intention to perform work within the Easement. 6. IGA. This Agreement is made and entered into by the parties in furtherance of and subject to the provisions of the IGA. 30 IN WITNESS WHEREOF, Village and District have executed this Agreement all as of the date and year first above named. VILLAGE OF PLAINFIELD: __________________________________ MAYOR ATTEST: __________________________________ VILLAGE CLERK PLAINFIELD TOWNSHIP PARK DISTRICT: __________________________________ PRESIDENT ATTEST: __________________________________ SECRETARY 31 32 July 21, 2023 Mr. Jake Melrose, AICP Economic Development Manager Village of Plainfield 24401 West Lockport Street Plainfield, IL 60544 Subject: Village of Plainfield – Seasons at Plainfield Bond Reduction Request Dear Mr. Melrose: Baxter & Woodman completed a review of Manhard Consulting’s request to reduce the bond amounts on the above referenced project. Below is a breakdown of the current project status and our recommendations: SANITARY SEWER IMPROVEMENTS Original Bond amount posted $ 244,999.00 Current Bond amount remaining $ 244,999.00 Recommended Bond amount to remain (10% Maintenance) $ 24,499.90 WATER MAIN IMPROVEMENTS Original Bond amount posted $ 514,007.50 Current Bond amount remaining $ 514,007.50 Recommended Bond amount to remain (10% Maintenance) $ 51,400.75 NEW BOND AMOUNT Total to remain for Sanitary and Water Main Improvements $ 75,900.65 15% Contingency $ 11,385.10 TOTAL $ 87,285.75 If you have any questions or need additional information, please contact us. 33 Very truly yours, BAXTER & WOODMAN, INC. CONSULTING ENGINEERS Matt Abbeduto, P.E. Construction Services Department Manager C: Jonathan S. Proulx, AICP, Village of Plainfield Community Development Director Scott Threewitt, P.E., Village of Plainfield Director of Public Works Tom Topor, P.E., Village of Plainfield Lead Engineer Lonnie Spires, Village of Plainfield Building Official Dave Boyd, Baxter & Woodman, Inc. Kimberly Klawans, Manhard Consulting P:\PFLDV\211654-Seasons PPR\60-Construction\Closeout and Documentation Approval\Seasons LOC Reduction Request.doc 34 QUANTITY UNIT EXTENSION A. SANITARY SEWER IMPROVEMENTS 1 6" PVC Sanitary Sewer - SDR 26 362 LF $22.00 $7,964.00 362 LF $7,964.00 100%$0.00 2 6" PVC Sanitary Sewer - SDR 26 1017 LF $25.00 $25,425.00 1017 LF $25,425.00 100%$0.00 3 8" PVC Sanitary Sewer - 0'-12' Depth 1880 LF $32.00 $60,160.00 1880 LF $60,160.00 100%$0.00 4 6" PVC Cleanout 2 EACH $500.00 $1,000.00 2 EACH $1,000.00 100%$0.00 5 6" PVC Cleanout 17 EACH $650.00 $11,050.00 17 EACH $11,050.00 100%$0.00 6 4' Diameter Manhole - 0'-8' 9 EACH $2,600.00 $23,400.00 9 EACH $23,400.00 100%$0.00 7 Trench Backfill - Mains 0'-8' Depth 2900 LF $40.00 $116,000.00 2900 LF $116,000.00 100% $0.00 SUBTOTAL A - SANITARY SEWER IMPROVEMENTS $244,999.00 $244,999.00 10% Retention $24,499.90 $24,499.90 B. WATER MAIN IMPROVEMENTS 1 2" Copper Water Service 78 LF $28.00 $2,184.00 78 LF $2,184.00 100%$0.00 2 6" DI Water Main 1541 LF $30.00 $46,230.00 1541 LF $46,230.00 100%$0.00 3 8" DI Water Main 4394 LF $40.00 $175,760.00 4394 LF $175,760.00 100%$0.00 4 2" Valve and Box 1 EACH $1,200.00 $1,200.00 1 EACH $1,200.00 100%$0.00 5 6" Valve and Box 18 EACH $1,600.00 $28,800.00 18 EACH $28,800.00 100%$0.00 6 8" Valve & Vault, STD 4' Dia. w/FR & Lid 19 EACH $3,200.00 $60,800.00 19 EACH $60,800.00 100%$0.00 7 Fire Hydrant with Auxiliary Valve 18 EACH $4,000.00 $72,000.00 18 LF $72,000.00 100%$0.00 8 Polyvinyl Pipe Wrap - 6"1541 LF $1.00 $1,541.00 1541 LF $1,541.00 100%$0.00 9 Polyvinyl Pipe Wrap - 8" 4394 LF $1.25 $5,492.50 4394 LF $5,492.50 100%$0.00 10 Trench Backfill - Mains 3900 LF $30.00 $117,000.00 3900 LF $117,000.00 100%$0.00 11 Dry Connection 2 EACH $1,500.00 $3,000.00 2 EACH $3,000.00 100%$0.00 SUBTOTAL B - WATER MAIN IMPROVEMENTS $514,007.50 $514,007.50 10% Retention $51,400.75 $51,400.75 TOTAL SCHEDULE I - PUBLIC UTILITIES IMPROVEMENTS (A-B) $759,006.50 $759,006.50 $75,900.65 CONTINGENCY @ 15% $113,850.98 $11,385.10 TOTAL LOC AMOUNT $872,857.48 $87,285.75 NOTE:TOTAL ORIGINAL LOC AMOUNT $872,857.48TOTAL LOC REDUCTION REQUESTED $785,571.73 NEW LOC AMOUNT: $87,285.75 Prepared By: Manhard Consulting, Ltd. , 1 Overlook Point Suite 290, Lincolnshire, Illinois 60069 NOTE: This Engineer's Opinion of Probable Cost is made on the basis of Engineer's experience and qualifications using plan quantities and represents Engineer's best judgment as an experienced and qualified professional engineer generally familiar with the construction industry. However, since the Engineer has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, or over quantities of work actually performed, Engineer cannot and does not guarantee that proposals, bids or actual Construction Cost will not vary from Opinions of Probable Cost prepared by Engineer. This Opinion of Probable Construction Cost is limited to those items stated herein and does not include permit fees, recapture costs, consultant fees landscaping, dewatering, maintenance, bonds or the like. *TOTAL REMAINING BOND AMOUNT MUST BE GREATER THAN OR EQUAL TO 10% CONTINGENCY OF TOTAL IMPROVEMENT COST FOR MAINTENANCE GUARANTEE PER VILLAGE CODE BASED ON FINANCIAL SECURITY EOPC - PUBLIC IMPROVEMENTS DATED APRIL 26, 2022 SCHEDULE I - PUBLIC UTILITIES IMPROVEMENTS BOND REDUCTION WORKSHEET - PUBLIC UTILITIES SEASONS AT PLAINFIELD VILLAGE OF PLAINFIELD, ILLINOIS July 10, 2023 COMPLETED (BOND REDUCTION)% COMPLETED REMAINING BONDITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION 35 MEMORANDUM To: Scott Threewitt, Director of Public Works From: Doug Kissel, Wastewater Superintendent Date: July 19, 2023 Re: Illinois EPA Permit Fees Background Findings The Wastewater Division of Public Works has the duty to convey sanitary sewage within the Village system to ensure public health. The Clean Water Act has authorized the USEPA and their local agent, the Illinois EPA (IEPA), to set requirements on the products being removed in the sewage treatment process. The IEPA charges fees for the administration of the requirements through their permit fee structure. The fees are charged annually, and they are based on the size of the facility, as well as the type of processes performed at the facility. To continue to lawfully operate the Wastewater Treatment Plant, these operating permit fees must be submitted. Policy Considerations The Village has the duty to effectively protect public health as necessary. As the invoice exceeds $10,000.00, Board approval is required. Financial Considerations The IEPA charges $30,000.00 for the permitting of the liquid discharge from the Wastewater Treatment Plant and $2,500.00 for permitting the discharge of the solids from the Wastewater Treatment Plant. Funds are budgeted in 02-11-02-5015. Recommendation Staff recommends that the Board approve payment to the Illinois EPA in the amount of $32,500.00 for the operating permits at the Wastewater Treatment Plant. 36 37 38 MEMORANDUM To: Mayor Argoudelis and Trustees From: James Kastrantas, Information Technology Director Date: 8/2/2023 Re: PEMA Secondary Internet Connection Background Findings The Village is looking to improve redundancy of the PEMA buildings technology structure by adding a secondary internet line to the building. Currently Public Works, Police and Village Hall all have secondary internet lines in case the primary line goes down. The secondary internet line at the PEMA building will be a symmetrical 1 GB business fiber speeds. The secondary internet connection can also be used for other non-priority data traffic such as offsite backups of our servers. Metronet will be including all construction and installation costs to bring service to the building. Policy Considerations According to Section to 2-76 (d)(5) of the Village Code of Ordinances, the Village Administrator shall make a recommendation to the President and Board of Trustees on purchases over the $10,000 statutory limit. The Board has the right to accept or reject any or all proposals. Financial Considerations The agreement is for 60 months of a monthly net total of $350.00 not including taxes and fees. The cost does include all construction to bring the service to the building. Recommendation It is staff’s recommendation for the Village Board to authorize the Village Administrator to enter an agreement with Metronet for 60 months in the amount of $350 a month plus taxes and fee. 39     Business Agreement  Date:  7/27/2023   If Agreement is not executed, pricing will expireon:  8/11/2023   Paperwork Prepared By:  Pat Brewer Customer Name VILLAGE OF PLAINFIELD-VILLAGEHALL Subscriber ID 1372977 Physical Address 14805 WOOD FARM RDPLAINFIELD, IL 60544 Billing Address VILLAGE OF PLAINFIELD-VILLAGEHALL24401 W LOCKPORT STPLAINFIELD, IL 60544Primary Contact:  James Kastrantas Contact to Receive Metronet Text Alerts: Primary Contact Number:  815-230-2852 Contact Phone Number:   Primary Contact Email: jkastrantas@plainfieldil.gov Contact Email Address:    Referring Customer:Referring Customer Subscriber ID: Referring Partner:  Service Agreement Term:  60 month(s)  Internet QTY PRODUCT NAME DESCRIPTION UNIT PRICE MonthlyTotal One TimeTotal 1 Business Fiber Standard 1Gb/1Gb Business Fiber Standard providing Internet access at 1Gbdownload and 1Gb upload speeds.$330.00 $330.00 $0.00 Internet - Static IP QTY PRODUCT NAME DESCRIPTION UNIT PRICE MonthlyTotal One TimeTotal 1 Static IP: 5 Pack of 5 single static IPs (may not be contiguous)$20.00 $20.00 $0.00 Monthly Net Total:   $350.00   Terms & ConditionsBy signing this Business Agreement, Customer (“you”) acknowledges that Customer has had an opportunity to read and review the terms and conditionsof this Business Agreement, and all Metronet terms and conditions applicable to the services that are referenced herein, including our Business Terms andConditions, our tariff, our Acceptable Use and Privacy Policy (“AUPP”), our Additional Terms of Service Addendum (“Business”), our Managed Wi-Fi Terms ofService, any Statement of Work (“SOW”), Letters of Authorization, and any other terms and conditions that govern the services specifically included in thisBusiness Agreement (all such documents relating to Customer’s Services are collectively the “Agreement”). Customer agrees to abide by the Agreement’sterms and conditions as amended or updated from time to time. The Agreement can be found at www.metronet.com/terms-conditions and constitutesthe entire agreement between Customer and Metronet with respect to the Services. Signature: Title: Date: Page 1 of 3 40  STATEMENT OF WORK  Customer Name VILLAGE OF PLAINFIELD-VILLAGE HALLSubscriber ID  Physical Address 14805 WOOD FARM RD, PLAINFIELD, IL 60544  Explanation Of Work To Be DoneNote:  If you are submitting an order for Symmetrical Internet Circuits, HPBX, WAN, Wi-Fi etc., it's critical to follow the process for ComplexOrders and first engage Sales Engineering.MetroNet to install and provision a MetroNet Optical Network Terminal (ONT) with the following services: MetroNet will provision a 1Gb/1Gb Business Fiber Standard Internet connection with five (5) static IP addresses /29 on the MetroNet provided ONT. Customer will be responsible for a router/firewall to utilize this internet connection. METRONET WILL CONDUCT A THOROUGH SITE SURVEY PRIOR TO THE INSTALLATION. THE PURPOSE OF THE SITESURVEY IS TO DETERMINE THE EXACT LOCATION OF FIBER DROPS AND ANY METRONET PROVIDED EQUIPMENT ASAPPLICABLE (ROUTERS, SWITCHES, ACCESS POINTS, PHONES, ETC.,) THAT WILL SUPPORT THE SOLUTION. QUANTITIES, NETWORK DESIGN AND INSTALLATION TIMELINES COULD CHANGE PENDING THE RESULTS OF THE SITESURVEY. Day of Service InstallationMetronet will assign an installation date for your Fiber Services.  On the Installation Date you will experience service down time due to factorsoutside of our control.  In some cases, this may mean  you may not have phone or computer service for several hours.  Such downtime isunavoidable, but we will use commercially reasonable efforts to minimize the inconvenience to you. DMARC (ONT) When an ONT/fiber drop is installed MetroNet is responsible for service up to the DMARC (ONT).  Anything beyond the DMARC is the customer's internal network and the business owner's financial responsibility to contact an IT vendor for support and/or repairs.  Customer Phone Vendor / Cut SheetPhone Vendor Name:Self Customer designates the above mentioned Phone Vendor to be responsible for maintaining the internal phone systems on behalf of Customer.  Phone Vendor will be responsible for locating all lines prior to the Installation Date provided by MetroNet and will be responsible for connectingCustomer's internal phone system to MetroNet's demarcation point.  Phone Vendor must be present on the Installation Date at the designatedtime. Customer will be responsible for scheduling the Phone Vendor on the Installation Date and shall pay all expenses associated with thePhone Vendor.  MetroNet will provide Customer with a document detailing the lines/circuits to be installed for the benefit of the Phone Vendor("Cut Sheet")  Changes Customer understand that any changes made to the SOW or Fiber Services, including but not limited to database information, after executionof this SOW may result in the assignment of a new Installation Date by MetroNet  or otherwise delay the provisioning of the Fiber Services toyou. This SOW is hereby incorporated by reference into the Agreement between Customer and MetroNet, as that term is defined in the termsand conditions.  Any capitalized terms not defined herein shall have the same meanings as ascribed to them in the Agreement. Name:     Signature:      Page 2 of 3 41 ACCOUNT AUTHORIZATION   Date 7/27/2023 Sales Associate  Pat Brewer Customer VILLAGE OF PLAINFIELD-VILLAGE HALLSubscriber ID   Address 14805 WOOD FARM RD, PLAINFIELD  IL  60544    The Primary Contact and Additional Authorized Contacts listed below, have authorization to act on this account (e.g. make billing changes, requestchanges and upgrades in service/equipment, cancel service, make address changes, request and provide account information, give and accept notices,etc.) whether such action is taken by telephone, electronically or other manner.  In the event the Primary Contact or an Additional Authorized Contactceases to be authorized or a new individual becomes authorized, it is the responsibility of the Primary Contact (or an Additional Authorized Contactin the event of a change in Primary Contact) to provide MetroNet written notice of such change. MetroNet may, but shall have no obligation to, verifyauthorizations or the identity of the authorizer. Primary Contact will be responsible for setting up the myMetroNetPortal Account.  Anyone logging in to the business’s customer portal account will beable to manage the contacts on your account. Primary Contact will receive (and hereby expressly authorizes MetroNet to send) transactional and/or relationship messages and notificationsregarding install Notifications, Payment Notifications, Maintenance Notification, and Service Disruptions via email, text, and phone. PrimaryContact will have ability to modify this authorization or add/remove additional contacts in the myMetroNetPortal or by emailing business-customer-service@metronetinc.com or calling (855) 769-0936. Primary Contact will be responsible for managing contacts in the myMetroNetPortal to receive Install Notifications, Payment Notifications,Maintenance Notification, and Service Disruptions. 911 Multi-Line Telephone Systems NotificationsPer FCC regulations, users of Multi-Line Telephone Systems (MLTS) must designate a contact name, phone number and/or email address that will benotified if a 911 call is placed from one of the users’ MLTS phones.  MetroNet’s HPBX phone service is a type of MLTS; therefore, HPBX users mustprovide and maintain, per FCC regulations, this required information.  If the table below is not completed, the Primary Contact’s information will beused by default for all 911 MLTS Notifications.  After your HPBX service is installed, your organization is responsible for managing any changes toyour 911 Notification Contact by contacting MetroNet Business Customer Service by email at business-customer-service@metronetinc.com or phoneat (855) 769-0936. The Contact(s) listed below should be notified if or when a 911 call has been placed from one of my MetroNet HPBX phones.  It is the responsibility ofthe Primary Contact (or an Additional Authorized Contact in the event of a change in Primary Contact) to keep this Contact List updated. 911 Dispatchable Location RequirementsThe FCC has adopted rules to ensure that “Dispatchable Location” is conveyed with 911 calls to dispatch centers placed over Multi-Line TelephoneSystems (MLTS).  Dispatchable Location means a location that consists of the validated street address of the calling party, plus additional informationsuch as suite, apartment, or similar information necessary to adequately identify the location of the calling party.  MetroNet’s HPBX phone service is atype of MLTS; therefore, HPBX users must provide and maintain, per FCC regulations, this required information.  Before services are installed, you areresponsible for providing MetroNet with the Dispatchable Location information associated with your telephone numbers.  After services are installed,you are responsible for updating any changes to your Dispatchable Location information by contacting Business Customer Service by email business-customer-service@metronetinc.com or phone 855-769-0936.  Primary Contact Title Phone EmailJames Kastrantas Information Technology Director 815-230-2852 jkastrantas@plainfieldil.govOnsite Contact Title Phone Email Accounts Payable Title Phone Email Additional Authorized Contacts Title Phone Email   The undersigned represents and warrants to MetroNet that he/she is authorized to sign this Authorization form on behalf of the Customer. Name:     Signature:     Page 3 of 3 42 IP JUSTIFICATION FORM Customer Name VILLAGE OF PLAINFIELD-VILLAGE HALL Contact Name James KastrantasSubscriber ID  Contact Number 815-230-2852 Physical Address 14805 WOOD FARM RDPLAINFIELD, IL 60544 Contact Email jkastrantas@plainfieldil.gov IT Vendor Name Web Hosting Vendor NameIT Vendor Phone Web Hosting Vendor PhoneNumber of Static IP addresses requested:If more than 3 are being requested, please fill out form init's entirety Static IP Checklist:  Please pass along the following guidelines to your preferred vendor ONLY CUSTOMERS WITH STATIC IP ADDRESSES CAN HOST AN EMAIL SERVER ON OUR NETWORK•Email server must have a reverse lookup named as "mail.example.com, mx1.example.com, or smtp.example.com"•Forward DNS records must have an MX record with a TTL greater than 43200 (seconds)•To prevent infected workstations from getting the IP listed, add firewall rules that allow egress from only the email server to port 25 of another,allow ingress connections to port 25 of their email server.•DNS "A" records should also be TTL greater than 43200 seconds or they may get Blacklisted.  The IP should be checked on blacklists prior toactivation; the customer domain - if known - should also be checked prior to turn up.The customer should notify MetroNet if they intend to operate a mail server so we can modify reverse DNS for them.  They must add MX records using their hostingcompany.Domain Name and/or PTR Record   Requested Allocation   How many hosts on your network immediately need public addresses? How many public subnets are immediately needed on your network? How many hosts on your network will need public addresses within 3 months?How many public subnets are will be needed on your network within 3 months?How many hosts on your network will need public addresses within 1 year?How many public subnets will be needed on your network within 1 year? Issues of PortabilityAll network space allocated to MetroNet customers is non-portable.  This means that if a customer should ever cancel services with MetroNet, these addresses must bereturned to MetroNet within 30 days of the actual service termination date.  All registered hosts on MetroNet address space will also be removed from the ARIN WHOISdatabse and all foot name servers.  MetroNet recommends that a customer take steps to transition these hosts prior to service termination.  IP Address Count Brief Description For Immediate Use?For Future Use? 1 -  2 -   3 -  4 -   5 -6 -7 -8 -9 -10 - 11 - 12 - 13 - 14 - 15 -Note:  This represents on /24 (Class C) using Variable Length Subnet masking (VLSM)Requirements•The customer must have used at least 80% of current address space prior to any additional network allocation•The customer must have "SWIPed" all networks currently allocated to them with the ARIN (this only applies to ISPs who reassign networks totheir own customers).•Consistent with ARIN, MetroNet wll grant an amount of address space only large enough to serve a customer's 3-month projected needs Usage of Networks Page 1 of 2 43 MetroNet recommends a policy of strict subnetting to all of its customers.  Subnetting ensures the most efficient use of address space and secures a validjustification for additional address space when the time comes.  This is espectially important for ISPs, as they are responsible for assigning their customers anappropriate amount of address space. Customer Name:  Signature:     Page 2 of 2 44 1 12/22/2021 BUSINESS TERMS AND CONDITIONS MetroNet1 (hereafter “MetroNet”, “we” or “us”) and the customer identified on the Business Service Agreement (“BSA”), Advanced Services Agreement (“ASA”), or Services Agreement (“SA”) (hereafter “Customer”, “you” or “your”) enter into this agreement whereby we will provide you those services listed on the BSA, ASA, or SA, as applicable (“Fiber Services1”). 1. Agreement. These terms and conditions, together with our tariff, our Acceptable Use and Privacy Policy (“AUPP”), the BSA, the ASA, the SA, our Additional Terms of Service Addendum, our Managed Wi- Fi Terms of Service, our TiVo Terms of Service, any Statement of Work (“SOW”) and Letters of Authorization that are related to the Fiber Services (collectively, the “Agreement”), form the entire agreement between MetroNet and Customer regarding the Fiber Services. 2. Documents Available On Line; Electronic Notices and Signatures. These terms and conditions, our AUPP, our tariff, our Managed Wi-Fi Terms of Service, our TiVo Terms of Service, and our Additional Terms of Service Addendum may be found on our website at https://www.metronetinc.com. These documents may also be obtained through our customer service department. By signing the ASA, BSA or SA, activating any of our services, or using any of our services, you acknowledge that you have had an opportunity to read and review, and agree to abide by, all of the terms and conditions of the Agreement including those posted on our website referenced above. You also agree to receive notifications from MetroNet via text over the wireless number you provided to MetroNet (charges may apply). You consent to the use of electronic signatures for agreement(s) with us and consent to receive all notices and disclosures we send to you online or through other electronic means (e.g. email or text over the wireless number you provided to MetroNet, charges may apply). Your consent may be given by: clicking a box indicating your acceptance, consent or acknowledgment; activating any of our services; or, using any of our services. If you want a paper copy of any document provided to you online, by email or other electronic means, please contact us at 1-877-407-3224 or by emailing business-customer-service@metronetinc.com and a paper copy will be sent to you (processing charges may apply). If you no longer wish to sign documents using electronic signatures or receive notices or disclosures electronically, you may send a letter withdrawing your consent at no charge to you by emailing business-customer-service@metronetinc.com. Your withdrawal will not affect the legal validity or enforceability of the electronic documents, signatures and deliveries prior to the time the withdrawal of your consent is processed. If your email or other address for electronic communications changes, please let us know promptly by contacting 1-877-407-3224 or at Business-customer-service@metronetinc.com. The following hardware and software are required to access and retain the electronic documents: Adobe Acrobat Reader software, version 6.0 or higher, computer running the latest version of Microsoft Internet Explorer or another compatible browser capable of viewing the site in 128 bit encryption. These requirements may change from time to time. If you experience difficulties accessing electronic documents, please contact us at 1-877-407-3224 or at Business-customer- service@metronetinc.com. 3. Term. This Agreement will be binding on Customer upon Customer’s execution of the BSA, ASA, or SA and the initial term of the Fiber Services will continue after the date the Fiber Services are first available to Customer for the Term set forth in such BSA, ASA, or SA. Upon the expiration of the initial term, the Agreement will automatically renew for additional one (1) year terms unless either party provides written notice of its 1 Fiber Services may be provided by Metro Fibernet, LLC, CMN-RUS, Inc., Jaguar Communications, Inc., Climax Telephone Company, CTS Telecommunications, Inc. and their affiliates. 45 2 12/22/2021 intention not to renew the Agreement at least thirty (30) days prior to the expiration of the then current term. 4. Early Termination. Except for a permitted termination pursuant to Section 10 of these terms and conditions, and except as otherwise provided in this Section, in the event you terminate (or we terminate due to your breach) this Agreement or any Fiber Service prior to the expiration of the then current term, we reserve the right to charge you, as liquidated damages and not as a penalty, an amount equal to: (i) sixty percent (60%) of the average monthly recurring fees for the terminated Fiber Services, including usage based fees, multiplied by the number of months remaining on the then current term; and (ii) any unpaid non- recurring and recurring fees associated with the terminated Fiber Services. In the event MetroNet must construct facilities in order to serve your location and you terminate your contract before MetroNet begins providing service, we reserve the right to charge you, as liquidated damages and not as a penalty, an amount equal to MetroNet’s costs to construct its network to your premises. 5. Payment & Billing. All non-recurring fees will be due within thirty (30) days of invoice. With the exception of non-recurring fees and usage based charges, you will be billed monthly in advance for the Fiber Services. Tax-like charges and other local, state or federally charged, imposed or authorized fees and surcharges are not built into our rates, and therefore, will be included separately on your monthly bill. You agree to pay all charges stated in your bill including any taxes and surcharges no later than thirty (30) days following the invoice date without offset or demand. If you do not pay your bill in full by the due date, you may incur a late payment fee equal to twenty-five dollars ($25.00) or the highest late payment fee allowed by law. The unpaid portion of your bill will also incur interest, from the due date until paid, at three percent (3%) per month or the highest rate allowed by law. We may also discontinue some or all of your Fiber Services until payment is received. In the event that we disconnect your Fiber Services for nonpayment, you may be required to pay a reconnection fee. If we incur expenses collecting any past amount due from you, you agree to pay our collection expenses including, but not limited to, court costs, service fees, collection fees, and attorneys’ fees. 6. Equipment. We may install equipment in and around your place of business. This equipment may include, but is not limited to, a Network Interface Device (“NID”), phones, switches, routers set top boxes and cabling (collectively the “Equipment”). Unless you purchase the Equipment from us, the Equipment is our property. You agree that you will not move any of the Equipment to another location outside your place of business either temporarily or permanently. You are responsible for the care and maintenance of the Equipment located at your place of business. You agree not to modify the Equipment in any way. If any of the Equipment is damaged, modified, lost, destroyed, tampered with, or stolen while in your possession, you will be responsible for the reasonable cost of repair or replacement of the affected Equipment. When you cease being a customer or move from your current location, you are responsible for returning the Equipment to us, with the exclusion of any wiring or equipment located outside your place of business, and obtaining a signed return receipt from us. 7. Installation. You hereby authorize us and/or our contractors to enter your place of business during normal business hours, or by appointment, to install, inspect, maintain, replace, or remove the Equipment. You also grant us the right to enter onto property owned or controlled by you at all reasonable times, even if you are not present, to install, inspect, maintain, replace or remove any of the Equipment located outside your place of business. Unless we are grossly negligent or intentionally harm any persons or property, we will not be responsible or liable for any damages caused by us while performing work on your property or in your place of business. We are not responsible for the operation, maintenance and repair of your television, or equipment to our inside wiring or Equipment that will impair the integrity of our Equipment or network. You agree that we will have no liability for any lost wages and expenses you may incur as a result of any present or future 46 3 12/22/2021 work to be performed by us or any appointment made to perform present or future work. If you are not the owner of the premises upon which our Equipment or Fiber Services are to be installed, you warrant that you have obtained the consent of the owner of the premises for our representatives to enter the premises for the purposes described in this section. You agree to indemnify and hold harmless MetroNet, its affiliates and their representatives from and against any claims of the owner or manager of the premises arising out of the performance of this Agreement. In the event that the owner or manager of the premises terminates MetroNet’s access to the premises for any reason such that it can no longer provide Fiber Services to you, this Agreement and MetroNet’s obligation to provide Fiber Services automatically terminates without further obligation or liability to MetroNet. You agree to mark for us the location of any private utilities or other underground facilities on the premises between the public rights of way and the Collocation Space (defined below). 8. Collocation Space. To the extent that we need space in and around your place of business to provide you Fiber Services, including, but not limited to, any necessary easements, licenses, permits and building entrance rights required to connect our Equipment from the public right of way to your place of business (“Collocation Space”), you agree to provide us such Collocation Space and hereby grant us an irrevocable license to use, occupy and maintain the Collocation Space until the Agreement is terminated. You also agree to provide us with power, not to exceed 30 amps of power, for our Equipment. With the exception of any power usage that exceeds 30 amps of power a month, you will not charge us for the Collocation Space or the power usage of our Equipment. Additionally, you hereby grant us a license to access the Collocation Space on a 24 hour/7 day per week basis, subject to any reasonable rules and regulations promulgated by you for the use and maintenance of the Collocation Space. We are not responsible for any delays in provisioning the Fiber Services or interruptions to the Fiber Services caused by your inability or failure to secure, maintain or give us access to the Collocation Space. 9. Limitation of Liability and Indemnification. CUSTOMER AGREES THAT ALL FIBER SERVICES ARE PROVIDED BY METRONET ON” AS IS” AND “AS AVAILABLE” BASIS WITHOUT WARRANTIES OF ANY KIND, EITHER EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO, WARRANTIES OF TITLE, NONINFRINGEMENT OR IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, OR THAT SUCH SERVICES WILL BE ERROR-FREE. METRONET MAKES NO WARRANTY THAT THE FIBER SERVICES WILL BE UNINTERRUPTED, OR WILL SECURE CUSTOMER’S COMPUTER FROM THIRD- PARTY UNAUTHORIZED ACCESS OR MONITORING VIRUSES OR OTHER MALICIOUS SOFTWARE, AND NO INFORMATION OR ADVICE OBTAINED BY YOU FROM US OR THROUGH THE FIBER SERVICES SHALL CREATE ANY WARRANTY NOT EXPRESSLY STATED IN THIS AGREEMENT. CUSTOMER AGREES THAT ALL USE OF THE FIBER SERVICES ARE AT CUSTOMER’S SOLE RISK AND CUSTOMER EXPRESSLY ACKNOWLEDGES AND ACCEPTS THE FIBER SERVICES KNOWING THAT SUCH SERVICES ARE SUBJECT TO INTERRUPTION FROM POWER OUTAGES AND EQUIPMENT FAILURES. IN NO EVENT WILL METRONET, ITS AFFILIATES OR PARENT COMPANY, BE LIABLE FOR DAMAGES OF ANY KIND, INCLUDING LOST SALES OR BUSINESS, LOST DATA, BUSINESS INTERRUPTION, LOSS OF GOODWILL, COSTS OF COVER OR REPLACEMENT OR ANY DIRECT, INDIRECT, INCIDENTAL, SPECIAL, CONSEQUENTIAL OR PUNITIVE DAMAGES, WHETHER OR NOT THERE IS NEGLIGENCE ON THE PART OF METRONET AND WHETHER OR NOT METRONET HAS BEEN ADVISED OF THE POSSIBILITY OF ANY SUCH DAMAGES. UNDER ANY LEGAL THEORY, ARISING OUT OF OR IN CONNECTION WITH THE INSTALLATION, REPAIR, REPLACEMENT, OR REMOVAL OF METRONET’S EQUIPMENT, THE USE OR INABILITY TO USE THE FIBER SERVICES, OR THE USE OR INABILITY TO USE ANY THIRD-PARTY SERVICES INCLUDING, BUT NOT LIMITED TO, E911 SERVICE AND SECURITY MONITORING, IN NO EVENT WILL METRONET’S LIABILITY EXCEED THE AMOUNT ACTUALLY PAID BY CUSTOMER FOR THE FIBER SERVICES DURING THE THREE (3) MONTHS PRIOR TO THE DATE THE EVENT GIVING RISE TO THE LIABILITY OCCURS. CUSTOMER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS METRONET, ITS AFFILIATES AND PARENT COMPANY, FROM AND AGAINST ANY AND ALL CLAIMS AND EXPENSES, INCLUDING REASONABLE ATTORNEYS’ FEES, ARISING OUT OF 47 4 12/22/2021 OR RELATED IN ANY WAY TO THE USE OF THE FIBER SERVICES BY CUSTOMER OR OTHERWISE ARISING OUT OF CUSTOMER’S BREACH OF ANY MATERIAL TERM OF THIS AGREEMENT. SOME JURISDICTIONS DO NOT ALLOW THE EXCLUSION OF IMPLIED WARRANTIES OR LIMITATION OF LIABILITY FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES OR FOR PERSONAL INJURY OR DEATH, WHICH MEANS THAT SOME OF THE ABOVE LIMITATIONS MAY NOT APPLY TO YOU. IN THESE JURISDICTIONS, METRONET’S LIABILITY WILL BE LIMITED TO THE GREATEST EXTENT PERMITTED BY LAW. 10. Adjustments. For regulatory reasons or vendor cost increases which adversely affect the cost of providing the Fiber Services, we may increase the rates charged to you, delete or modify the Fiber Services provided hereunder, change the terms of the Agreement or pass through to you all or a portion of any charge or surcharge directly or indirectly related to such regulatory activity or vendor cost increases. We will notify you in advance if we initiate any of the foregoing changes. If the proposed changes considerably increase the price of the Fiber Services or your duties and obligations under the Agreement, you may terminate the applicable Fiber Service with no further liability by delivering written notice to us no later than thirty (30) day following the date we notify you of the change. Your continued use of the Fiber Services after the expiration of such thirty (30) day period will be deemed consent to any such changes. 11. End User Authorizations. To ensure compliance with certain legal and regulatory requirements, if you are purchasing the Fiber Services on a bulk basis for use by your tenants or residents (the "End Users"), we may require you to obtain a “Letter of Authorization” with special terms and conditions (“LOA”) from your End Users. The execution of an LOA shall not relieve your duties or obligations under the Agreement or act as a limitation on our rights or remedies under the Agreement. If you fail to obtain an LOA from any End User, you shall indemnify us for any loss, cost or damage we may incur as a result of not having the LOA in place. You agree to promptly forward all LOAs to us throughout the term of this Agreement. MetroNet reserves the right to limit or restrict your or an End User's access to a Fiber Service in case of abuse, illegal activity or activity that will harm or detrimentally affect MetroNet's network. Prior to restricting a Fiber Service, MetroNet will endeavor to provide Customer with prior notice. 12. Reset Requirement of Set Top Boxes. If Customer is purchasing Fiber Services on a bulk basis and is an the owner, landlord or operator of a Multiple Dwelling Unit (“MDU”) and provides Fiber Services to its tenants, residents, or guests, Customer acknowledges and agrees that unless the set top boxes are reset to the default settings, certain activities of, information provided by, and/or content accessed by Customer’s tenants, residents, or guests in connection with its use of Fiber Services may be reviewable, accessible and usable by subsequent tenants, residents, or guests that are provided with access to such set top boxes. Customer acknowledges and agrees that Customer shall be solely responsible for resetting any set top boxes used by Customer’s tenants, residents, or guests to their default settings and MetroNet shall have no obligations to reset any set top boxes. If the Fiber Services provided to Customer enables Customer’s tenants, residents, or guests to access certain content upon the provision of personal information (e.g. NetFlix, YouTube, Hulu, etc.), including, but not limited to, by way of providing login information such as username and/or passwords, then any set top boxes to which such tenants, residents, or guests had access shall be reset by Customer to its default settings prior to the time that another tenant, resident, or guest is provided access thereto by Customer. Customer acknowledges and agrees that MetroNet shall not liable for any failure of Customer to reset any set top boxes and Customer shall indemnify, defend and hold harmless MetroNet from any and all claims, losses, damages, fines, penalties, costs, and expenses (including, but not limited to, reasonable attorney fees) that Metronet may incur, including any such losses, damages, fines, penalties, costs and/or expenses that Metronet may incur in any action brought by or on behalf of a third party (including, but not limited to, any Customer tenant, resident or guest), arising out of, or relating to Customer’s failure to reset any set top boxes used by, or made available to, a Customer tenant, resident, or guest. 48 5 12/22/2021 13. Third Party Services. If you decide to enable, access or use Third Party Services, be advised that your access and use of such Third Party Services are governed solely by the terms and conditions of such Third Party Services, and we do not endorse, are not responsible or liable for, and make no representations as to any aspect of such Third Party Services, including, without limitation, their content or the manner in which they handle, protect, manage or process data or any interaction between you and the provider of such Third Party Services. We cannot guarantee the continued availability of such Third Party Service features, and may cease enabling access to them without entitling you to any prior notice or refund, credit, or other compensation, if, for example and without limitation, the provider of a Third Party Service ceases to make the Third Party Service available for interoperation with the corresponding Fiber Service in a manner acceptable to us. 14. Jurisdiction and Venue. Jurisdiction and venue for all disputes will be Evansville, Indiana. BOTH PARTIES EXPRESSLY WAIVE THE RIGHT TO JOIN A CLASS ACTION OR REQUEST A TRIAL BY JURY REGARDING ANY LEGAL DISPUTE ARISING FROM THIS AGREEMENT. Regardless of any statute or law to the contrary, any claim or cause of action arising out of or related to the agreement or the Fiber Services must be filed within one (1) year after such claim or cause of action arose or be forever barred. 15. Changes to Terms of Service. We reserve the right to change these Terms and Conditions, our tariff, our AUPP, the Additional Terms of Service Addendum (Business), the TiVo Terms of Service, and the Managed Wi‐Fi Terms of Service at any time without prior notice to you by amending the online version posted on our website, www.metronetinc.com. Any such changes will be effective upon posting of the revised terms on our website. 16. General. This Agreement represents the entire understanding and agreement between MetroNet and Customer and supersedes all prior agreements, whether written or oral. No alterations or changes may be made to the Agreement, pricing schedules or any other document regarding any services provided by us except with the written approval of an officer of MetroNet. Except for the limitation set forth in Section 13 of these terms and conditions, no failure on the part of either party to exercise, and no delay in exercising, any right or remedy hereunder will operate as a waiver thereof; nor will any single or partial exercise of any right or remedy hereunder preclude any other or further exercise thereof or the exercise of any other right of remedy granted hereby or by law. The Agreement, a legally binding contract between MetroNet and Customer, binds and insures to the benefits of their respective principals, successors and assigns. The format, words and phrases used in this Agreement will have the meaning generally understood in the Telecommunications Industry. This Agreement will be construed in accordance with its fair meaning and not against the drafting party. The following Sections will survive the expiration or termination of the Agreement: Sections 4, 5, 6, 7, 9, 14 and 16 of these terms and conditions. 49 Additional Terms of Service Addendum (Business) All defined terms hereunder that are not specifically defined below shall have the same meaning ascribed to them as in your Agreement. 1. Purpose. The purpose of this Addendum is to specify in detail the additional terms and conditions that apply to the Fiber Services. These additional terms of service are part of the Agreement between us so please read them carefully. In the future, if you order additional Fiber Services from us, as they become available, you may be required to execute separate terms and conditions for such services. 2. Suspension of Services. In the event that we reasonably believe that you are using the Fiber Services for any detrimental or unlawful purpose or in contravention with the terms and provisions of the Agreement, without limiting any of our legal remedies, we may immediately discontinue one or all of your Fiber Services without notice to you or liability. Upon such occurrence any prepaid fees will be forfeited by you. Revocation of service does not relieve you of the obligation to pay any amount due and owing as of the date of termination. 3. Additional Video Service Terms and Conditions. To the extent that you receive any video services from us you agree to the following terms and conditions: a. All video content provided by us is subject to copyright protection and you are not authorized to copy and distribute for sale, or to retransmit any such content. You may also not charge admission for the viewing of our video service. Notwithstanding the foregoing, to the extent permitted by law, you may make personal recordings of video content for your personal use only. b. Other than a standard industry recording device (e.g. a DVR or VCR), you may not install or attach any device to our Equipment that can record and store our video content including, but not limited to, an external computer hard drive. If you have any questions about whether a device is authorized, you are encouraged to call us for clarification. c. If you, or somebody at your residence, order pay-per-view programming from us, you will be obligated to pay for such programming. We recommend that you utilize an access code for ordering pay-per-view programming to prevent accidental and unauthorized orders. If you have questions about how to program an access code please refer to our equipment guide or contact us. d. Ohio Customer Service Standards: Pursuant to Ohio Revised Code 1332.26 (D), we shall meet all of the following customer service standards with respect to Services provided to our Ohio video customers: (i) we shall restore video service within seventy-two hours after you report a service interruption or other problem if the cause was not a natural disaster; (ii) Upon a report by you of a service interruption and if the interruption is caused by us and lasts for more than four hours in a given day, we shall give you a credit in the amount of the cost of each such day's video service as would be billed to you; (iii) Upon a report by you of a service interruption and if the interruption is not caused by us and lasts for more than twenty-four consecutive hours, we shall give you, for each hour of service interruption, a credit in the amount of the cost of per hour video service as would be billed to you; (iv) We shall give you at least thirty days' advance, written notice before removing a channel from our video service, but no such notice is required if we must remove the channel because of circumstances beyond our control; (v) We shall give you at least ten days' advance, written notice of a disconnection of all or part of your video service, except if any of the following apply: (a) Disconnection has been requested by you; (b) Disconnection is necessary to prevent theft of video service; (c) Disconnection is necessary to prevent the use of video service through fraud; (d) Disconnection is necessary to reduce or prevent signal leakage as described in 47 C.F.R. 76.611; (vi) We shall not establish a due date earlier than fourteen days after a video service bill is issued; (vii) We shall not disconnect all or part of your video service for failure of you to pay any amount of its video service bill, until the amount is at least fourteen days past due; (viii) We shall give you at least thirty days' advance, written notice before instituting an increase in video service rates. 4. High Speed Internet Services. To the extent you receive high speed Internet service from us; you agree to abide the following terms and conditions. These terms and conditions supersede all other High Speed Internet Service terms and conditions in the Agreement. a. As a part of our Internet service, we may provide you with access to free software downloads for things like virus protection, spam filtering and pop up blockers. So long as you are our customer, you have a limited license to use such software for your personal use only. You are prohibited from reverse engineering, copying, or otherwise modifying any of the software code. In the event you cancel your high speed Internet service with us, you agree to stop using such software and destroy any copies of the software you have made on your computer or otherwise. b. You understand that all speed and throughout levels for our Internet services stated in your Agreement are “up to” levels and represent the higher end of the ranges of speed and throughput you can expect to receive from our Internet service. Because there are many factors outside of our control, including, but not limited to, your computer configuration, that may affect the speed of your Internet service, we do not guarantee that our Internet service will perform at any speeds or throughput levels. c. If, in our sole judgment, you are uploading and/or downloading a significant amount of data, we reserve the right to impose a reasonable usage based charge and/or change your subscription to a higher Internet service package as a condition of continuing service with us. d. We have promulgated Acceptable User and Privacy Policy Guidelines (“AUPP”) to govern the use of our Internet services, which are hereby incorporated by reference and made a part of the Agreement. You agree to read and abide by our AUPP. A copy of the AUPP is available on our web page or, if you call our customer service department, we will mail a copy of the AUPP to you. e. You understand and acknowledge that we reserve the right to restrict any content or services that may otherwise be available through your Internet connection if we determine, in our sole judgment, that: (i) such content is illegal; or (ii) our network or business is put at risk by such content. 5. Additional Phone Service Terms and Conditions. To the extent you receive phone service from us; you agree to abide the following terms and conditions. These terms and conditions are in addition to all other phone service terms and conditions in the Agreement. a. You may not use the phone service for any of the following: (i) autodialing or continuous or excessive call forwarding; (ii) fax broadcast or fax blasting; (iii) telemarketing including, without limitation, polling, political solicitation, or charitable solicitation; (iv) unlawful activities; (v) abusive conduct including, without limitation, threatening, harassing or fraudulent behavior; or (vi) any purpose that threatens the safety, security or use of our network or our business including, but not limited to, excessive usage. You may not resell our phone service or equipment. If, in our sole and reasonable judgment, you are excessively using any of our phone service features or packages, including but not limited to unlimited long distance, we reserve the right to require you to subscribe to a higher level phone service package as a requirement of continuing your phone service with us. You agree any applicable long distance rates will be calculated based upon the telephone numbers of the calling and called parties and not necessarily the current physical locations of the calling and called parties. b. Special Provisions Regarding E911 and Other Emergency Services. YOUR VOICE SERVICES INCLUDE 911/ENHANCED 911 (E911) FUNCTIONALITY THAT MAY DIFFER FROM THE 911/E911 FUNCTIONALITY FURNISHED BY OTHER PROVIDERS. CAREFULLY READ THE INFORMATION BELOW. YOU ACKNOWLEDGE AND ACCEPT ANY LIMITATIONS OF 911/E911 USING THE COMPANY’S VOICE SERVICES. YOU AGREE TO ADVISE ALL PERSONS WHO MAY HAVE OCCASION TO PLACE CALLS OVER OUR VOICE SERVICES OF THESE LIMITATIONS. You acknowledge that your services are electrically powered and that your voice services, including the ability to access 911/E911 emergency services and building security and medical monitoring services may not operate in the event of an electrical power outage or if your broadband cable connection is disrupted or not operating. The location and address associated with your voice services will be the address identified on the initial service order. You acknowledge that under the terms of this agreement, you are not permitted to move the Company’s Equipment (including phones used for the voice services we provide) from the location in which it has been installed. If you do so, you do so in violation of this Agreement and at your own risk. Furthermore, if you move your phone or other Equipment to an address different than that identified on the service order, calls from you to 911 will appear to 911 emergency service operations to be coming from the address identified on the service order and not the new address. We utilize telephone numbers that are assigned in accordance with industry guidelines and are used, in our view, in compliance with applicable law or our processes and procedures. You understand that 911/E911 may not function if voice services are interrupted for any reason, including but not limited to failure of Company Equipment, a power outage, failure of the Company’s network or facilities, network congestion, or suspension or disconnection of your services because of nonpayment. FOR HPBX OR OTHER MULTILINE TELEPHONE SYSTEM CUSTOMERS: You are responsible for reporting and updating your Dispatchable Location information which will be the Registered Location unless moved. Dispatchable Location information may be updated either by contacting us or by utilizing the MetroNet E911 Management Tool. Updates may take 1-2 business days to process. Updates may only be made or requested by Authorized Users. c. You understand that our phone service may be provided under the authority of a telephone tariff filed with your State’s Public Utility Commission. Our tariff which contains additional terms and conditions regarding your phone service is hereby incorporated in the Agreement by reference. d. Transfer of Telephone Numbers: You may transfer your phone number(s) to or from us if the other service provider agrees to release or accept the transfer; performs the transfer without delay and without imposing non-industry-standard charges; you request the phone number transfer when you place your order for service; and the transfer of your phone number(s) does not, in our view, violate applicable law or our processes and procedures. 6. Cooperation with Law Enforcement. If, in our sole and reasonable judgment, we believe you are using any of our Fiber Services for an illegal purpose, you acknowledge and agree that we may provide information about your usage to proper legal authorities for investigation and prosecution. You also agree that we may forward information about you and your use of the Fiber Services in response to law enforcement requests, subpoenas, court orders or similar requests when we reasonably determine that the disclosure of such information is appropriate and warranted under the circumstances. 7. Additional Inside Wire and Maintenance Terms and Conditions. If you signed up for our Inside Wire and Maintenance Plan (the “Plan”), you agree to the following terms and conditions: 50 a. Fiber Service. For avoidance of doubt, the Plan is a Fiber Service for purposes of the Agreement. b. Description. You are normally responsible for maintaining any inside wiring installed within your premises. The purpose of the Plan is to provide you protection against damage to the wiring and jacks we install on your behalf subject to the limitations set forth in these terms and conditions. c. Coverage. When you call us to report trouble with a Fiber Service, we will test to determine the origin of the problem. If we determine that the problem is coming from the inside wiring we installed within your premises, subject to the limitations in these terms and conditions, we will repair or replace the defective wiring and/or jacks at no cost to you. If we determine that the problem is coming from any other source within your premises including, but not limited to, your equipment or wiring you installed, we reserve the right to charge you for any work we perform on your behalf to fix the problem. d. Exceptions to Coverage. The following are excluded and not a part of the Plan: (i) any damage caused by an “Act of God” (earthquake, flood, acts of war, fire, lightning, wind or fire); (ii) gross or intentional damage caused by you to the inside wiring; (iii) damage to our Equipment; (iv) any wiring you install; (v) repair or replacement of any of your equipment; (vi) repair or replacement of wires or jacks that we cannot access; (vii) any wiring issues that existed prior to the date we installed the Fiber Services at your premises; (viii) problems occurring in any horizontal or vertical risers owned by another party. 8. Additional Set Top Maintenance Plan Terms and Conditions. If you signed up for our Set Top Maintenance Plan (the “Set Top Plan”), you agree to the following terms and conditions: a. Fiber Service. For avoidance of doubt, the Set Top Plan is a Fiber Service for purposes of the Agreement. b. Description. Per your Agreement with us, you are normally responsible for any damage caused to a set top box or DVR unit we provide to you while in your possession regardless of cause. The purpose of the Set Top Plan is to provide you protection against any accidental damage caused to a set top box or DVR. c. Coverage. If you experience an issue with your DVR or set top box, you will bring that Equipment in to our store location. We will examine the Equipment and determine the cause of issue. If we determine the issue was caused, in our reasonable estimation, by normal wear and tear, a manufacturing or software defect, or by an accident, we will replace the set top box or DVR at no charge to you. d. Exceptions to Coverage. The following are excluded and not a part of the Set Top Plan: (i) any intentional damage to the Equipment; (ii) any damage caused by misuse or gross neglect (more than three claims in a 12 month period will be considered to be misuse); (iii) theft of the Equipment; (iv) damage caused to any of your other equipment. 9. Business Managed Router Plan Terms and Conditions. If you signed up for our Business Managed Router Plan (the “BMRP”), you agree to the following terms and conditions: a. Fiber Service and Equipment. For avoidance of doubt, the BMRP is a Fiber Service for purposes of the Agreement. The Business Managed Router is Equipment owned by Metronet for purposes of the Agreement, and upon termination of the BMRP, must be returned to Metronet in good condition, reasonable wear and tear excepted. b. Description. You are normally responsible for purchasing and maintaining the router you use in connection with the Fiber Services. Subject to the limitations set forth in these terms and conditions, under the BMRP, we will: install a router; install cable from the optical network terminal (ONT) to the router (installation of cable from the router to equipment or devices is not included); provide Wi-Fi and guest Wi-Fi passwords; assist in connecting up to 20 compatible Wi-Fi devices and up to 4 hardwired devices to the router (reconfiguration of devices is not included); provide training on basic router troubleshooting; provide on-going remote router support, and if determined by Metronet to be necessary, provide on-site router support during normal business hours. On-site support is subject to scheduling and availability; if scheduled outside of normal business hours, additional charges may apply. c. Coverage. When you call us to report trouble with a Business Managed Router, we will determine the origin of the problem. If we determine that the problem is coming from the Business Managed Router we own and installed within your premises, subject to the limitations in these terms and conditions, we will repair or replace the defective Business Managed Router at no cost to you. If we determine that the problem is coming from any other source including, but not limited to, your equipment, devices or wiring you installed, we reserve the right to charge you for any work we perform on your behalf to fix the problem. Metronet will assist you free of charge at your request: with basic ongoing Business Managed Router maintenance; in adding new compatible Wi-Fi or hardwired devices to the Business Managed Router (computers only, networked scanners, printers, etc. are not covered; assistance connecting devices to any guest network not included); and, in re- setting passwords. d. Exceptions to Coverage. The following are excluded and not a part of the BMRP: (i) maintenance, support, repair or replacement arising out of or caused by an “Act of God” (earthquake, flood, acts of war, fire, lightning, wind or fire); (ii) maintenance, support, repair or replacement arising out of or caused by your gross negligence or intentional misconduct; (iii) maintenance, support, repair or replacement of any wiring (other than wiring or cable between the ONT and the Business Managed Router); (iv) theft of the Business Managed Router (v) maintenance, support, repair or replacement of any of your property (including switches and jacks), equipment or devices; (vi) maintenance, support, repair or replacement arising out of or caused by your property, equipment or devices; (vii) maintenance, support, repair or replacement not directly associated with the Business Managed Router. Wi-Fi networks have security weaknesses, are susceptible to attacks that can compromise your information and are not guaranteed to be secure. You hereby acknowledge the risks and assume all responsibility for them. We disclaim all liability for security-related risks and incidents of every nature and kind. 51 1 TO: Mayor Argoudelis and Trustees FROM: Mary Harris Director of Human Resources SUBJECT: Fixed Asset Appraisal DATE: August 7, 2023 Background The Village is a member of SWARM, the South West Agency for Risk Management, which is our insurance pool for General Liability and Workers Comp insurance. Each of the 8 SWARM member communities, including Plainfield, last reviewed proposals and authorized an appraisal company to conduct a full property appraisal in 2015. It is common practice to conduct a full asset appraisal every 5 years, with revaluations occurring every 1-2 years. Following this practice will enable SWARM to provide complete and consistent asset valuations for the purposes of insurance renewals and pricing, as well as accurate reporting for the Village’s annual audit. At a recent SWARM board meeting, proposals to conduct a full insurance appraisal were reviewed and voted on. Kroll, LLC was decided upon as their pricing was comparable with the other vendors, they received positive referrals, and their services provide additional online tools that will help with tracking and analysis in the future. As stated in the attached proposal, the appraisal will consist of an on-site inspection and appraisal of the Village’s buildings, well houses, storage tanks and other supporting structures. The fee is $175 per building/structure or approximately $14,875, including expenses. Recommendation Motion to enter into an agreement with Kroll, LLC to provide professional appraisal services for the Village of Plainfield. 52 June 24, 2023 Ms. Mary Harris Human Resources Director Village of Plainfield 24401 W. Lockport Street Plainfield, IL 60544 Dear Ms. Harris: Kroll, LLC (“Kroll”), will provide Village of Plainfield (“the Client”) the appraisal services described within this agreement (“Agreement”). Purpose of the Engagement The purpose of this engagement is to provide the Client a property insurance appraisal for the Client’s use in connection with its internal analysis of its insurance needs with respect to the identified property. Our analysis will be dated as of the last day of our site inspection. Our opinion is intended to assist the Client in making informed business decisions; it is not a recommendation. Any decisions relating to insurance coverage shall remain the Client’s responsibility and be made solely at its discretion. Engagement Scope We will research and report the insurable value (our “Opinion”) of certain Client property. Description of Identified Property The property is located at various sites as identified by the Client in the Property Schedule (Exhibit B). These property classifications will be included in the engagement: 1) Buildings, including 85 buildings 2) Personal property Assets not identified above will be excluded from the engagement. If the Client’s insurance policy excludes coverage of specific property classifications, in part or whole, the Client should notify us in writing prior to beginning the engagement if those assets should be excluded. We will work with the Client during the engagement to further refine the scope of the identified property to be included in the engagement, if applicable. Depending on the nature and extent of changes in the scope of the engagement we may need to revise our fee. 53 Kroll, LLC | Village of Plainfield June 24, 2023 2 Definition of Insurable Value We will develop our opinion of insurable value as the replacement cost value (RCV), defined as the estimated amount required to reproduce a property entirely at one time, in like kind and quality, in accordance with current market prices for labor, materials, and manufactured equipment; contractors’ overhead and profit; and fees, but without provisions for overtime, bonuses for labor, or premiums for materials and equipment. In estimating insurable value, we will allow for national building codes; however, we will not consider any construction codes imposed by state or local municipalities, ordinances, or other legal restrictions, nor will we consider the cost of demolition in connection with reconstruction or the cost of removal of destroyed property. Valuation Methodology Our appraisal will rely solely on the cost approach because the market and income approaches are not applicable for the purpose of this engagement. Scope of Work We anticipate this engagement will include the following: Buildings We will utilize a full-scope segregated cost approach including an inspection of each building to identify construction data that will be used in the valuation process. During inspection of the premises, we will calculate each building’s area and perimeter by measuring the structure, through an analysis of the as-built blueprints, or from other verified sources; identify and record data of the major construction components (type of structure, walls, roof, etc.); determine the construction class; record data of major service systems (electrical, plumbing, security, elevators, heating, ventilation, cooling, etc.); photograph the building; and record the GPS coordinates. The insurable value of each building and the related construction, occupancy, protection, and exposure data obtained during the inspection will be reported on an itemized basis. Personal Property We will develop an opinion of the insurable value of personal property through use of a modeling approach, which relies on our proprietary database containing data from thousands of detailed equipment inventories we have performed. The model develops the insurable value of each building’s personal property on the basis of building occupancy and square footage. The model can be altered to account for above- or below- average density of personal property. A single insurable value will be reported for each building’s personal property. Terms and Conditions This Agreement is subject to and incorporates the Terms and Conditions attached as Exhibit A. Fee The fee is $175 per building or approximately $14,875, including expenses, and will be invoiced as follows: 54 Kroll, LLC | Village of Plainfield June 24, 2023 3 • 30% of fee upon authorization of the engagement • Progress billing as time is charged and expenses are incurred This fee includes issuing the deliverables below and responding to customary questions from the Client and its insurance brokers or advisors. Additional fee will be required for an increase in engagement scope or involvement in subsequent reviews beyond the customary work effort. The Client may cancel this engagement at any time and will only be obligated for fees and expenses incurred. Our fee is not contingent on our Opinion or any subsequent event related to it. Timing and Deliverables This engagement will require cooperation, access, and timely receipt of requested information from management of the Client. After this Agreement is signed and all requested information is received, we will begin our analyses and provide our Final report within 4-6 weeks after completion of our site inspections. The report will be provided in electronic format and will present our Opinion and related narrative discussion of the supporting analyses and assumptions, along with appropriate exhibits. Additional relevant information and analyses considered in our Opinion will be retained in our work files. Conclusion We appreciate the opportunity to serve the Client. To authorize, please sign below and return the full executed copy to michael.domin@kroll.com. This Agreement shall remain valid for signature for 30 days. Please contact me at 630 841 7948 with any questions. Sincerely, Michael Domin Managing Director Kroll, LLC Client of Record: Village of Plainfield Signature: ______________________ Name: ______________________ Title: ______________________ Date: ______________________ 55 Kroll, LLC | Village of Plainfield June 24, 2023 4 Exhibit A – Terms and Conditions Entire Agreement – This is the entire Agreement between Kroll and the Client and supersedes any prior oral or written agreements. This Agreement may only be modified in writing signed by both parties. Any purchase order covering this engagement is only for the Client’s internal needs and shall not modify this Agreement. Fees – Kroll’s invoices are payable upon receipt. If payment of any invoice is not received within 45 days of the invoice date, Kroll shall be entitled, without prejudice to any other rights that it may have, to suspend services until all sums due are paid in full. In the event that Kroll is required to initiate a lawsuit or hire attorneys to collect any past due amounts, in addition to any other rights and remedies available, it shall be entitled to reimbursement of attorneys’ fees and other costs of collection. Limited Use and Reliance – The Client is the sole intended user of Kroll’s report or other work product. The Client may disclose an informational copy of the report or other work product to its audit, tax, legal, or insurance professionals acting in an advisory capacity in connection with the purpose of this engagement. No third party shall have the right of reliance on the report, and neither receipt nor possession of the report by any third party shall create any express or implied third-party beneficiary rights. Confidentiality – Kroll shall maintain the confidentiality of the Client’s information and will not disclose or use it for any purpose other than in connection with this engagement. This excludes information (i) available to the public, (ii) already in Kroll’s possession, or (iii) received from a party having no confidentiality obligation to the Client. Kroll may include the Client’s name and logo in its client list. Engagement Limits – Kroll’s work may only be used for the specific purpose or premise of value stated in this Agreement and the work product. The Client shall not reference Kroll or its work in any public filing or other materials distributed to actual or prospective shareholders, investors, financing parties, or similar third parties without Kroll’s prior written consent. Independent Contractor – Kroll shall perform as an independent contractor, with no authority to bind or obligate the Client in any way. Information Provided by the Client – Kroll will not independently verify information provided by the Client, its advisors, or third parties acting at the Client’s direction. Kroll will assume and rely on the accuracy and completeness of all such information. Retention – All files, documents, and work papers received, created, or developed during the engagement will be retained for professional recordkeeping and legal/regulatory compliance purposes, all in accordance with Kroll’s document retention policy. If required by applicable law to disclose any of the documents, Kroll will, unless legally prohibited, notify the Client so it may seek a protective order at its discretion. Indemnification – The Client shall indemnify and hold harmless Kroll and its affiliates, including each of their respective employees, from and against any and all liabilities, losses, costs, and reasonable expenses, including, but not limited to, reasonable legal fees and expenses and billable hours of client service personnel, which are (i) incurred in responding to subpoenas, discovery, or other similar inquiries associated with or arising from the engagement or (ii) arising from or relating to third-party claims based on reliance or purported reliance on Kroll’s work product or other alleged loss or damage caused to or alleged by any nonclient entity arising from unauthorized access to or reliance upon Kroll’s work product. The foregoing indemnification obligations shall not apply in the event that a court of competent jurisdiction finally determines that such claims resulted directly from the gross negligence, willful misconduct, or fraudulent acts of Kroll. 56 Kroll, LLC | Village of Plainfield June 24, 2023 5 Limitation of Liability – In no event shall Kroll be liable to the Client (or any person claiming through the Client) under this Agreement, under any legal theory, for any amount in excess of the total professional fees paid by the Client to Kroll in connection with this engagement, except to the extent such liability is directly caused by Kroll’s gross negligence, fraud, or willful misconduct. The foregoing limitation of liability shall not apply to liabilities that arise from personal injury or property damage resulting primarily from Kroll’s negligence or willful misconduct. In no event shall Kroll be liable to the Client for any consequential, indirect, lost profit, or similar damages relating to or arising from this engagement. Environmental Policy – Kroll will not investigate, nor assume responsibility for, the existence or impact of any contamination or hazardous substance related to property or assets associated with this engagement. Governing Law – This Agreement is governed by and construed in accordance with the laws of the State of New York. 57 58 59 60 61 62 63 64 65 66 1 STATE OF ILLINOIS ) COUNTY OF WILL ) VILLAGE OF PLAINFIELD ) PETITION TO THE VILLAGE OF PLAINFIELD BOARD OF TRUSTEES AND PLANNING AND ZONING COMMISSION FOR DEVELOPMENT APPROVAL FOR KELLER FARM THE UNDERSIGNED Petitioner, CalAtlantic Group, LLC, a Delaware limited liability company (hereinafter “the Petitioner”), as the contract purchaser of the property legally described on Exhibit A (the “Subject Property”), upon annexation of the Subject Property to the Village of Plainfield ( the “Village”), respectfully petitions the Village to: (i) approve a special use for a planned development for the development of the Subject Property consisting of a 405 home residential and commercial development with associated deviations as depicted on the preliminary planned development plan attached hereto as Exhibit B (the “PUD Plan”); (ii) approve a preliminary plat of subdivision, attached hereto as Exhibit C (the “Subdivision Plat”); (iii) approve rezoning for the 8.7 acre commercial portion of the Subject Property to B-5 Traditional Business District; and (iv) approve such other relief from the Village of Plainfield Municipal Code (“Code”) as may be deemed necessary and appropriate to develop the Subject Property consistent with the plans submitted herewith. In support of this Petition, the Petitioner states to the Village of Plainfield the following: 1. Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777 (“Owner”) is the owner of the Subject Property. 2. The Subject Property consists of approximately 153 acres of unincorporated farmland. 3. Owner filed a separate petition with the Village of Plainfield to annex the 67 2 Subject Property to the Village (“Annexation Petition”). 4. The Petitioner, CalAtlantic Group, LLC, is a Delaware limited liability company with offices located at 1700 E. Golf Road, #1100, Schaumburg, IL 60173. 5. Petitioner is the contract purchaser of the Subject Property. 6. Petitioner seeks to acquire the Subject Property for the purpose of developing a residential and commercial subdivision in the Village of Plainfield comprised of 322 single-family detached homes, 83 townhomes, and +/- 8.7 acres of commercial area at the corner of Lockport Street and Wallin Drive (“Intended Use”). 7. The existing land uses surrounding the Subject Property are as follows: a. North: A1 – Will County Agricultural (future Traditional Neighborhood District per the Comprehensive Plan – owned by School District) b. East: B-3 – Highway Business District; B-5 – Traditional Business District; R-3 – Townhouse Residential District (Patriot Square and Fairfield Ridge subdivisions); and R-4 – Multiple-Family Residential District (Sixteen30 Apartments) c. South: B-5 – Traditional Business District; R-1 – Single-Family Residential District (Whispering Creek subdivision), and I-1 – Will County Limited Industrial d. West: R1 (PUD) – Single-Family Residential District (Liberty Grove subdivision) 8. The Subject Property will automatically be classified in the R-1 District upon annexation to the Village. 9. Petitioner seeks to develop the residential portion of the Subject Property 68 3 in the R-1 Single-Family Residential District with a special use for a planned unit development and B-5 Traditional Business District for the commercial area. 10. The proposed entitlement requests meet all Village and State requirements for the development of property and will facilitate the beneficial use of the Subject Property as stated below. SUMMARY OF DEVELOPMENT The Petitioner proposes a mixed-use residential and commercial development on approximately 153 acres of land located at the northwest corner of Illinois Route 126 (Lockport Street) and Wallin Drive that is consistent with the standards of the underlying zoning ordinance. The surrounding land uses consist of unincorporated agricultural to the north, business, residential, and industrial to the south, business and residential to the east, and residential to the west. The Subject Property is currently unincorporated and depicted as future residential and commercial in the Village’s Comprehensive Plan and is an excellent canvas for a new residential community near the downtown area that will be complementary to the adjacent residential uses as well as support for current downtown businesses and future retail areas to the south of the Subject Property. A planned walking path along Lockport Street and Wallin Drive and a network of internal paths will connect neighborhoods and allow for pedestrian access to downtown Plainfield. This mixture of housing types, open space, commercial uses, and pedestrian access falls in line with the Comprehensive Plan’s encouragement of creative land planning to create strong residential neighborhoods featuring pedestrian movement both within the community and to adjacent communities. The Petitioner is a multi-brand homebuilding company capable of serving homeowners during all phases of life, bringing decades of construction and development experience to each 69 4 project, including community Creekside Crossing located in the Village. The Petitioner proposes to develop the Subject Property with three hundred twenty-two (322) single-family homes and eighty-three (83) townhomes that will appeal to a variety of homebuyers, including those looking for step-up single-family options as well as first time buyers and empty nesters seeking low maintenance ranch style homes. The residential area will consist of three distinct housing offerings – Medallion single- family homes, age-targeted Andare single-family homes, and urban townhomes. Within the Medallion series, there will be two homesite size and location offerings, Medallion and Medallion Estate. The Petitioner proposes 130 Medallion Estates homesites, 84 Medallion homesites, 108 Andare homesites, and 83 townhomes. With these distinct housing options, Keller Farm will add to the diversity of the Village’s housing stock and meet the various needs/desires of a broad buyer pool. The Medallion Estates single-family series will be located on the west side of the community adjacent to the Liberty Grove subdivision, comprising approximately 32% of the total dwelling units, and will feature the largest homesites with an average of 9,821 square feet. The Medallion Estate homesites have been designed to line up with the existing homesites in the Liberty Grove subdivision to the west to provide visual backyard appeal for both the Keller Farm and Liberty Gove residents, resulting in a mutually consistent lot width. The Medallion homesites will be located along Wallin Drive on the east side of the community and at the central / west area of the community. Medallion homesites comprise 21% of the total dwelling units and have an average lot size of 8,787 square feet. The other distinction between the Medallion and Medallion Estate homesites is that the Medallion homesites (smaller) in most cases back up to open space or berm buffer areas. This distinction offers the market the choice of either a larger homesite with 70 5 more yard area or a smaller homesite that in many cases has adjacent green space. Within both the Medallion and Medallion Estates homesites, the same homes will be offered for sale; however, the Medallion Estates will accommodate a few more options. Home sizes will range from 1,792 (ranch) square feet to 3,237 square feet, with four different elevations, 3-car garage availability, and various other options. Exterior materials include a mix of siding and masonry. The Andare series is age-targeted and intended to attract empty nesters and active adults seeking to downsize with low maintenance, ranch style single-family homes in close proximity to downtown Plainfield. Andare homes will comprise 27% of the total dwelling units and will be located at the southwest and east central portions of the Property. Andare will feature four home plans with three different elevations of each. The minimum homesite size will be 7,875 square feet, with an average of 9,051 square feet. Home sizes will range from 1,428 square feet to 2,002 square feet. Where Andare homesites meet homesites in Liberty Grove, lot lines have been lined up to provide continuity between the subdivisions. The townhomes will feature four, five and six-unit buildings and will be located at the southeast portion of the Subject Property. Based on Village input, the townhomes will serve as a transition and buffer between the proposed commercial area and the single-family homes. Designed to provide an urban feel, four to six-unit buildings will feature 3-story floorplans and garages placed at the rear of the buildings to allow for an urban-rowhouse style streetscape. Townhomes will serve diverse needs of both first time homebuyers and buyers seeking reduced exterior maintenance. Density for the proposed 153-acre development will be 2.6 units per acre including the commercial land area, and 2.8 units per acre not including the commercial area. This falls below the Village’s Comprehensive Plan’s 5-6 unit per acre designation. In comparison, the surrounding 71 6 subdivisions’ densities are as follows: 1. Patriot Square – 4.7 units per acre (330 dwellings on 68.8 acres) 2. Liberty Grove – 2.4 units per acre (682 dwellings on 277.4 acres) 3. Fairfield Ridge – 2.3 units per acre including commercial area / 2.9 units per acre not including commercial area (70 dwellings on 29.9 acres, including 6 acres of commercial area) 4. Whispering Creek – 2.4 units per acre (637 dwellings on 250.7 acres) 5. Sixteen30 apartments – 19.3 units per acre (284 dwellings on 14.7 acres) All residential areas will be subject to a homeowners association and sub-homeowners association responsible for various types of open space and landscape maintenance. In addition to the limited maintenance associated with a new home, homebuyers will be particularly attracted by the property’s close proximity to shopping and dining options offered in downtown Plainfield and the extraordinary Plainfield School District. Additionally, the C.W. Avery Family YMCA is located within walking distance and will provide residents with additional recreational opportunities. At the request of Village staff, the southeast corner of the Subject Property at Wallin Drive and Lockport Street will consist of 8.7 acres of commercial property, which complies with the future land use designation in the Village’s Comprehensive Plan. The size of the commercial area will allow for flexibility on the types of future commercial uses, such as a grocery store or pharmacy, providing convenience for, and supported by, the residents of Keller Farm and surrounding neighborhoods. All acreage is buildable space, as stormwater detention has been accounted for on the residential portion of the property. Landscape buffering will separate the townhomes from the commercial property, and full access will be granted along Wallin Drive. 72 7 The development’s primary point of ingress and egress along Wallin Drive is designed with traffic circles, entry monument, and landscaping features that enhance the visual appeal of the entrance. Four other entrance points with connections to the existing stub streets along the west property line at Liberty Grove Boulevard, Presidential Avenue, and Soldier Court will help to disperse traffic and provide neighborhood connectivity. Strategically placed roundabouts at the Wallin Drive and Liberty Grove Boulevard entrances will serve to calm traffic and create visual interest. The internal road network is curvilinear, which affords a more interesting streetscape, creates some larger feature lots, and provides opportunity for small open spaces to be integrated throughout the community. Streetscape and landscape plans featuring native plantings detail the contemplated improvements, including a 50’ landscape buffer along Wallin Drive and Lockport Street / Route 126, that thoughtfully enhance the aesthetic appeal throughout and on the perimeter of the community. At the core of the community is a network of parks, naturalized storm water management areas, and open space. Two park sites totaling 5.4 acres will be improved by Lennar in coordination with the Plainfield Park District and then dedicated to the Park District. A preliminary park plan, which includes walking paths and a playground is attached hereto as Exhibit D as part of the landscape plans. These open space improvements are well-coordinated and located to make the center of the community an extraordinary space that will help truly build a community within Keller Farm. In total, nearly 36 acres, or 23% of the Subject Property, is dedicated to open space. The open space is thoughtfully integrated throughout the community to address stormwater concerns, to provide both passive and recreational amenities, and to provide buffering where necessary and appropriate. In the future, the Comprehensive Plan’s goal of linking neighborhoods will be realized 73 8 with walking paths that will be connected with the Wallin Woods subdivision to the southeast of Keller Farm to allow residents to walk to the downtown area. In response to discussions with Village and Park District staff, the following revisions were made to the development’s concept plan: 1. The total number of residential homes has been decreased from 434 to 405. Homes are fairly evenly distributed throughout the four different home product lines. 2. A larger homesite series, Medallion Estates, has been created at the western portion of the plan adjoining complementary to the Liberty Grove subdivision. 3. Townhomes have been repositioned in a grid fashion to create a more cohesive neighborhood that offers better buffering for the single-family homes from the commercial portion of the Subject Property. 4. The commercial area has been reduced in size from 10 to 8.7 acres. However, the commercial storm water management volume has been accounted for in the residential area, resulting in the net buildable commercial area remaining the same. 5. Open space has been increased from 24.5 acres to 30.5 acres, and the park dedication increased to 5.4 acres. 6. The two central detention areas that were previously separated by townhomes have been connected to create a large open space and view corridor. 7. A network of path-linked neighborhood parks at three strategic locations have been created. 8. Enhanced view corridor areas have been created at the west roundabout, community entrance, north naturalized basin, and the townhome/single-family transition. 9. Grander roundabouts with more surrounding open space will enhance the Wallin 74 9 Drive community entrance and the Liberty Grove Blvd extension through the community. 10. Side to rear lot conditions have been minimized by adjusting the land plan and creating open space buffer areas. 11. The north/south thoroughfare road has been reduced in length. 12. An adjustment has been made to the roadway north of the westerly roundabout to soften the straight-line street run. 13. The commercial access has been modified with a shared right-in right-out access on Lockport Street and a full access on Wallin Drive 14. The south Wallin Drive townhome/commercial access has been lined up with the stubbed roadway on the east side of Wallin Drive. 15. Additional access points have been created to the naturalized stormwater management basin in the Andare homesite area. 16. Overall road right-of-way has been reduced by 700’. 17. Landscaping plans will focus on native plantings and tree species. 18. The clubhouse has been removed from the plans. Three park sites will be improved with amenities, two of which the Park District will take oversite of after they are constructed and turned over. Improvements may include pickleball courts, enhanced playground and tot lot, seating/shelter areas, connected path systems, exercise equipment pods, and open field space. Lennar believes that between the housing options offered and the thoughtful coordination of open space and commercial uses, Keller Farm will become one of the premier communities in Plainfield to live and will create an optimum use of the Subject Property. This in turn will increase the real estate tax base and additional downtown Plainfield commerce. APPROVAL OF A SPECIAL USE FOR A PLANNED DEVELOPMENT 75 10 1. A special use is required for approval of a planned development. 2. A planned development is required to establish a site plan for the residential and commercial development and to approve deviations from the Code as more specifically detailed herein. 3. The Petitioner meets the standards for a special use as follows: a. The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor substantially diminish property values with the neighborhood; and The special use will not be injurious to the use and enjoyment of nearby properties. The Subject Property has existed as undeveloped vacant farmland since the neighboring residential subdivisions were subsequently developed. The trend of development in this area has been and continues to be residential. The planned development has been strategically planned so as to provide a combination of residential and commercial uses, which is not commonly found in many residential developments, and aligns with the vision that the Village outlined in the Comprehensive Plan for the Subject Property. Over 35 acres of the Subject Property is dedicated to open space containing parks and walking paths. This combination of land uses will help to make Keller Farm a desired neighborhood in which to live. In addition, Petitioner is proposing to develop three distinct housing options under the proposed planned development plan. In doing so, Petitioner will be offering a variety of home products to attract different homebuyers. Those buyers desiring a single-family home will have three different options, including traditional two story and ranch style, with square footage ranging from 1,428 to 3,237 at varying price points. The townhomes will target both first-time homebuyers returning to Plainfield, as well as those buyers wishing to downsize who are also seeking new construction in an excellent school district. By addressing the needs of various homebuyers in 76 11 Plainfield, the special use will not diminish nearby property values. The commercial portion of the Subject Property will be 8.7 acres located at the southeast corner along Wallin Drive and Lockport Road, complying with the future land use designation in the Village’s Comprehensive Plan. The size of this lot will allow for flexibility on the types of future commercial development, which can be integrated with future development on the adjacent business district properties, providing convenience for, and supported by, the residents of Keller Farm and surrounding neighborhoods. b. The establishment of the special use will not impede the normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. The special use will not impede orderly development and improvement of the adjacent properties. Petitioner’s proposed development is consistent with the Village’s Comprehensive Plan, which designates the Subject Property as mixed-use residential and commercial. Given the mixed-residential nature of this community, Petitioner’s proposed plan is entirely consistent with said designation, and the adjacent properties to the west, east, and south have all been developed for residential use. While the proposed development results in a medium density of 2.8 units per acre, such density is below the Comprehensive Plan’s contemplated designation for the Subject Property of TN, Traditional Neighborhood District, which allows for density of 5-6 units per acre. Proximate to existing residences along the west property line, the Petitioner sought to line up lot lines to provide visual backyard appeal for both the Keller Farm and Liberty Grove residents. Given the Village’s vision for the Subject Property as well as the value of offering a variety of housing types, Petitioner believes that the appropriate use for the Subject Property is medium density development. The commercial use, located at the busy intersection of Lockport Street and Wallin Drive, 77 12 is consistent with the Comprehensive Plan, as well as with the B-5 Traditional Business District zoning to the east of the Subject Property and the future use of the Wallin Woods property to the southeast. 4. The planned development meets the findings of fact as follows: a. The PD fulfills the objectives of the comprehensive plan and the land use policies of the Village and presents an innovative and creative approach to the development of land and living environment; and The Comprehensive Plan envisions a Traditional Neighborhood development, which allows for commercial uses, higher density, and smaller lot sizes than R-1 zoning. Given the opportunity that lies with the Subject Property to provide a mixed-use development in close proximity to the downtown area, coupled with the residential land uses surrounding the Subject Property to the west, east, and south, the most appropriate land use for the Subject Property is medium density residential. As outlined above, the proposed development is designed and configured to provide three distinct housing options arranged around parks and open space and stormwater management areas which will serve a broad pool of potential buyers and help to diversify the Village’s housing stock. Located along busy roadway in close proximity to downtown Plainfield, the development plan provides landscaped perimeter buffers that will serve dual purposes of insulating the residential neighborhood and creating an extraordinary external aesthetic. The Petitioner has designed the community with pedestrian paths within the 35 acres of open space to create an integrated and walkable community with usable and accessible common open space above and beyond applicable regulations. Future plans will connect these walkways with those of the Wallin Woods subdivision to the southeast to provide walkable access to the downtown area as encouraged in the Comprehensive Plan 78 13 b. The proposed land uses fulfill, or can reasonably be expected to fulfill a need or demand for such uses within the Village; and The single-family market in the Village has been a successful market reflective of the demand for housing in this area. The most recent Village demographics indicate 45-54 year-olds are the largest age population living in Plainfield, making up just over 18% of the Village population1. The 25-34 and 35-44 age cohorts are the second and third largest population segments in the Village. Collectively, these groups represent nearly 43% of the Village’s population and represent great opportunity for future growth. Keller Farm is designed to meet varying needs within these age cohorts with a combination of low-maintenance product in the townhomes, smaller homesites in Medallion and Andare, and higher-end options with the larger homesites in Medallion Estates. c. The physical design of the PD efficiently utilizes the land, adequately provides for transportation and public facilities, and preserves natural features of the site, and that the property is suitable for the proposed purposes and land uses; and The design of the proposed Planned Development efficiently utilizes the Subject Property while protecting natural features throughout the site. Petitioner is proposing three distinct housing types and will establish pedestrian connections throughout 35 acres of parks and naturalized detention areas. The 5.4 acre park sites will be improved by Lennar in coordination with the Plainfield Park District and will include a variety of different park improvements. The proposed development will be served by public water and sanitary systems, and a modern stormwater management system will be integral to the development. The main entrance to the community will be located off of Wallin Drive, and four (4) additional access points will be provided off of Wallin Drive, IL Route 126 (Lockport Street), Meadow Lane, Colonial Parkway, and Liberty Grove Boulevard. The development has been designed to create an efficient traffic 1 https://data.census.gov/cedsci/table?g=1600000US1760287&tid=ACSDP5Y2020.DP05 79 14 flow and contains curvatures in the roadways to avoid speeding throughout the development. A traffic study has been submitted herewith and indicates that the area road network, with improvements to Wallin Drive, can efficiently handle the traffic generated from this proposed community. d. Any exceptions to bulk and density regulations of the underlying zoning shall be solely for the purpose of promoting an efficient and coordinated site plan, no less beneficial to the residents or occupants of such development, as well as the neighboring property, than would be obtained under the bulk and density regulations of this ordinance for buildings developed on separate zoning lots. Petitioner proposes several exceptions from the underlying zoning ordinance and other applicable codes and ordinances. Petitioner believes that the proposed exceptions will promote a more efficient design that appropriately prioritizes open space over private yards and the lot configurations unique to each of the four neighborhoods that will be offered. The design will also benefit neighboring property by virtue of creating common areas and walking paths that can be utilized by neighboring residents. The following exceptions are necessary and appropriate to facilitate development of the Subject Property: 1. Section 9-52: Residential Density. Petitioner proposes to increase the permitted Residential Density for the Subject Property from 2.1 dwelling units per acre to 2.81. This overall density is below the Traditional Neighborhood District density requirements of between 5- 6 dwelling units per acre, which is the future land use designation for a majority of the Subject Property under the Comprehensive Plan. 2. Section 9-54: Minimum Lot Size. Petitioner proposes to reduce the minimum lot size from 12,000 square feet to 9,017 for the Medallion Estates lots, 8,125 for the Medallion lots, and 7,875 for the Andare. The reduced lot size is consistent with the Traditional Neighborhood District designation under the Village’s Comprehensive Plan, which is the future land use 80 15 designation for a majority of the Subject Property. The reduced lot size is also the result of demand from homebuyers in today’s market. While the minimum homesite size being offered within this community is 7,875 square feet, the average lot sizes for each series range from 9,821 square feet for Medallion Estates, 8,787 square feet for Medallion, and 9,051 square feet for the age targeted Andare homesites. The diversity in homesite sizes and housing options offered within this community coupled with 35 acres of open space will benefit not only the residents of Keller Farm, but also the community at large. Further, any perceived impact of this exception is minimized by the strategic design of the community. The homesites along the western perimeter bordering the Liberty Grove subdivision have been designed so that lot lines line up with Liberty Grove to create visual backyard appeal for residents of both subdivisions, which results in consistent homesite dimensions. 3. Section 9-54: Minimum Lot Width. Petitioner proposes to reduce the minimum homesite width from 85 feet to 71 feet for the Medallion Estate lots, 65 feet for the Medallion lots and 63 feet for the Andare lots. The reduced homesite width is consistent with the Traditional Neighborhood District designation under the Village’s Comprehensive Plan. The minimum reduced homesite width also only pertains to a portion of the community, as Medallion Estates ranges from 71 feet to 91 feet, and Medallion ranges from 65 feet to 88 feet. Granting the exception for minimum homesite width will allow Petitioner the opportunity to construct a unique subdivision with a variety of different home products targeting the needs of all different homebuyers. Constructing a residential community on approximately 153 acres where all lots have exactly the same 85 foot width does not encourage anti-monotony throughout the community. Instead, Petitioner’s request for this 81 16 exception is the result of incorporating four different neighborhoods of homes in order to provide housing diversity within the development and Plainfield at large. 4. Section 9-54: Minimum Front Yard Setback. Petitioner proposes to reduce the required front yard setback from 30 feet to 25 feet for the age targeted Andare single-family homes. 5. Section 9-54: Minimum Corner Side Setback. Petitioner proposes to reduce the required corner side yard setback from 30 feet to 25 feet for the age targeted Andare single-family homes. Additionally, masonry materials up to six inches (6”) in depth shall be permitted encroachments in the required 25 foot setback area. 6. Section 9-54: Minimum Interior Side Setback. Petitioner proposes to reduce the required interior side setback from 7 feet / 20 feet combined to 6 feet / 12 feet combined for the age targeted Andare and 7 feet / 14 feet combined for the Medallion single-family homes. Additionally, masonry materials up to six inches (6”) in depth shall be permitted encroachments in the interior side yards setback areas. 7. Section 9-54: Maximum Building Coverage. Petitioner proposes to increase the maximum area coverage from thirty percent (30%) to thirty-five percent (35%) for Medallion Estate lots, thirty-nine percent (39%) for the Medallion lots, and thirty-eight percent (38%) for the Andare lots. The increase in maximum area coverage is directly correlated to the design intent of the three housing types and neighborhoods, which reflects the current housing market trends indicating large usable recreational and common areas are favored over large private yards. 8. Section 9-54: Maximum Impervious Area Coverage. Petitioner proposes to increase the maximum impervious area coverage from forty five percent (45%) to forty-six percent (46%) for the Medallion Estate lots, fifty-one percent (51%) for the Medallion lots and 82 17 forty-nine percent (49%) for the Andare lots. The requested exception will not impact the function of stormwater improvements incorporated as part of the overall subdivision as an integral part of the project. 9. With respect to the townhomes: a. Section 9-116(3)(d): Petitioner requests the townhomes be permitted an uninterrupted rear façade to exceed more than twenty horizontal feet (20’) as depicted on the approved townhome elevations. b. Petitioner requests a maximum of six (6) dwelling units per building for the townhomes. c. Petitioner requests a maximum building coverage of thirty-five percent (35%). d. Petitioner requests a maximum impervious area coverage of sixty-six percent (66%). e. Petitioner requests the following setbacks: a. Front yard = 15’ b. Rear yard = 15’ c. Corner side yard = 15’ f. Minimum lot sizes (1,300 square feet) and lot dimensions as shown on the Preliminary Plat. g. Building to Building Distances: a. Building side to side = 20’ b. Building side to rear = 50’ c. Building front to front = 60’ d. Building rear to rear = 60’ 83 18 10. Section 7-203: Right-of-way dimensions. Petitioner proposes to reduce the right-of-way dimension from sixty-six feet (66’) to sixty feet (60’). Liberty Grove Blvd will remain 66’. The reduced right-of-way still accommodates necessary public improvements including roadway, sidewalk, sanitary service, water service and street trees. The reduction in right-of-way will not be discernable or otherwise negatively impair the provision of public services to the subdivision. Additionally, the Petitioner shall only be required to dedicate the portion of right-of-way for Presidential Avenue as depicted on the preliminary plat of subdivision (53”). The Village shall acquire any additional right-of-way as may be required from the owner of the property north of Presential Avenue. 11. Section 9-17 to eliminate the requirement for side loaded, rear loaded or recessed garages for the Andare, Medallion and Medallion Estate homesites as depicted on the PUD Plan and to approve the Keller Farm elevations as defined herein, subject to the Petitioner’s anti- monotony provisions. 12. Section 9-129 to permit less than the required number of varying species of parkway trees as shown on the landscape plan as the Petitioner intends to use as many native species as possible. 13. Section 9-132.1(a) to permit a minimum of one (1) overstory/shade or ornamental tree, three (3) evergreen trees, and six (6) shrubs for every forty-two feet (42’) of frontage in lieu of two (2) overstory/shade or ornamental trees and one (1) evergreen and ten (10) shrubs for every forty-two feet (42’) of frontage as depicted on the landscape plan and buffer exhibit. 14. Section 9-130 shall not apply to the residential portion of the Subject Property. No tree survey or replacement trees shall be required. The Petitioner’s planting of landscape 84 19 materials within the common open space areas, through lots, buffer yards, and perimeter landscaping as shown on the landscape plan shall satisfy all requirements of the Village’s tree preservation requirements. 15. Section 9-130(1)(a) shall not apply to the commercial portion of the Subject Property. A tree survey shall be required and replacement trees shall be required as indicated in Section 9-130(1)(b-f) and (2). Petitioner shall satisfy all tree preservation requirements by planting trees on outlot 515 depicted on the preliminary plat to provide buffering from the commercial area to the residential areas. The specific plantings on outlot 515 will be mutually agreed upon by the Village and Petitioner at the time of site plan approval for the commercial property. 16. Section 9-23 to permit sales signage as depicted in the Proposed Signage Plan submitted herewith. 17. Section 9-124.(5)(b) to permit parkway trees with a minimum caliper of 2.5” instead of 3.0” 18. Section 7-203 to permit deviations from Minimum Standards for Streets: a. to permit 8’ wide bike paths in lieu of 10’ wide bike paths. (7-203(h)) b. at Petitioner’s election to permit 2” of lime stabilized subgrade in lieu of 2” crushed aggregate base course, type B (detail RDW6000) (7-203(b)) c. at Petitioner’s election to permit 10” of approved alternative base course to replace 10” crushed aggregate base course, type B (detail RDW6000) (7-203(b)) e. The PD meets the requirements and standards of the planned development regulations; and 85 20 The proposed Planned Development complies with the requirements and standards of the planned development regulations set forth in the Code. f. Open spaces and recreational facilities are provided; and Approximately 35 acres of the Subject Property will be reserved for common open space. These spaces will include naturalized stormwater management basins throughout the development, various HOA managed open space and berm buffer areas, and 5.4 acres of park sites developed in coordination with the Plainfield Park District, which will include walking paths, sport courts, a playground, and a pavilion. g. The PD is compatible with the adjacent properties and the neighborhood, and along the periphery of the PD yards or setbacks shall be provided that meet or exceed the regulations of the district in which the PD is located. The Planned Development, as a mixed residential and commercial community, is compatible with adjacent properties and neighborhoods because adjacent properties to the west, south, and east are residential communities. Properties to the south and east also contain commercial uses. Approximately 80% of Petitioner’s proposal is made up of single-family residences, which is wholly compatible with the neighboring single-family subdivisions. Lastly, Petitioner has matched land use intensity at the west property line where the proposed residences meet the existing Liberty Grove homes. REZONING OF THE COMMERCIAL AREA TO B-5 The Subject Property meets the requirements for a rezoning of the 8.7 acre commercial area to B-5 as follows: a. The amendment promotes the public health, safety, comfort, convenience and general welfare, and complies with the policies and official plans of the village; and The 8.7 acre area of commercial use within the subject property complies with the current 86 21 Village Comprehensive Plan, as it designates the area as future commercial use. Convenience retail, such as a grocery store or pharmacy, will benefit, and be supported by, the residents of Keller Farm and surrounding neighborhoods. b. The trend of development in the area of the subject property is consistent with the requested amendment; and The Subject Property is in close proximity to the businesses of downtown Plainfield, as well as commercial property zoned B-5 to the south and east. The Village envisioned commercial use for this section of the Subject Property along with an expansion of the downtown area along Lockport Street. c. The requested zoning classification permits uses which are more suitable than the uses permitted under the existing zoning classification; and Commercial uses permitted under a B-5 zoning classification are more suitable at the Wallin Drive and Route 126 intersection than uses permitted under the current R-1 zoning classification to fulfill the Village’s vision in the Comprehensive Plan along Lockport Street. d. The property cannot yield a reasonable use if permitted only under the conditions allowed under the existing zoning classification; and Property zoned R-1 at the intersection of Wallin Drive and Lockport Street allowing for only single-family detached residential homes is not the highest and best use, as it is not an ideal location for residential properties. Commercial uses and higher density residential uses at this location will provide support for the Village’s economy. e. The amendment, if granted, will not alter the essential character of the neighborhood and will not be a substantial detriment to adjacent property. With other commercial uses located along Lockport Street and Wallin Drive adjacent to the Subject Property, uses permitted with a rezoning to B-5 will not alter the essential character of the neighborhood. In fact, the rezoning will further the Village’s vision in the Comprehensive 87 22 Plan to expand the downtown area along Lockport Street. APPROVAL OF A PERMITTED VARIATION FROM VILLAGE ORDINANCES UNDER SECTION 9-45(3) 1. Under Article IV, Planned Developments, Petitioner may request and the Village may grant a variation from Village Code for land uses that are not permitted in the district the development is proposed. 2. Petitioner is proposing a mixed-use residential development in R-1 where townhomes are not listed as a permitted use. 3. The land use meets the requirements for granting a variation as follows: a. The proposed land uses are necessary or desirable and are appropriate with respect to the primary purpose of the PD; and The purpose of a planned development is to provide creative approaches to residential development of land. By incorporating three distinct housing types within the proposed development, Petitioner is providing a creative alternative to traditional residential development by meeting the diverse needs of a broad buyer pool. Petitioner is cognizant of Plainfield’s needs and desire to provide additional housing targeting the aging demographic, and with the limited maintenance associated with it, the townhomes are intended to do just that. In addition, Petitioner is providing an efficient use of land by providing significant recreational and open space opportunities to the residents of the subdivision, including the walking paths interconnecting throughout and around the community. b. The proposed land uses are not of such a nature or so located as to exercise a detrimental influence on the surrounding neighborhood. Permitting the townhomes in the community will not exercise a detrimental influence on the surrounding neighborhood. The adjacent land use to the east across Wallin Drive is the Fairfield Ridge community, with the Sixteen30 apartment community immediately north of Fairfield 88 23 Ridge. The townhomes also serve as a buffer to provide separation between the commercial and single-family uses on the Subject Property. Though there is adequate separation naturally provided by Wallin Drive, Petitioner is incorporating a landscape buffer along the eastern perimeter of the Townhome series so as to provide additional separation between the land uses above and beyond what already exists today. APPROVAL OF A PRELIMINARY PLAT OF SUBDIVISION 1. Petitioner seeks approval of the Preliminary Plat of Subdivision, a copy of which has been submitted herewith, to subdivide the Subject Property to allow the construction of 405 dwelling units and associated outlots that will be maintained by a homeowner’s association that will be formed for the subdivision, along with an 8.7 acre commercial lot. 2. The proposed subdivision meets the standards for a subdivision consistent with the standards set forth in the Code. WHEREFORE, by reason of the foregoing, the undersigned Petitioner requests the City Council and Plan Commission take the necessary steps to: (i) approve a special use for a planned development for the development of the Subject Property consisting of a 405 home residential and commercial development with associated deviations as depicted on the preliminary planned development plan; (ii) approve a preliminary plat of subdivision; (iii) approve rezoning for the 8.7 acre commercial portion of the Subject Property to B-5 Traditional Business District; and (iv) approve such other relief from the Code as may be deemed necessary and appropriate to develop the Subject Property consistent with the plans submitted herewith. 89 24 RESPECTFULLY SUBMITTED this 14th day of July, 2023 PETITIONER: CALATLANTIC GROUP, LLC, a Delaware limited liability company Vincent M. Rosanova Vincent M. Rosanova Rosanova & Whitaker, Ltd., Attorney for the Petitioner 90 25 EXHIBIT A LEGAL DESCRIPTION PARCEL 1: THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER NORTH AND SOUTH OF THE INDIAN BOUNDARY LINES (EXCEPTING THEREFROM THAT PART CONDEMNED BY CASE W66G730H), AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, (EXCEPTING THEREFROM THAT PART LYING IN LIBERTY GROVE UNIT EIGHT RESUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED ON JANUARY 11, 2006 AS DOCUMENT NUMBER R2006-007275) ALL IN TOWNSHIP 36 NORTH, RANGE 9, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9 LYING SOUTH OF THE INDIAN BOUNDARY LINE; ALSO THAT PART OF THE NORTHEAST QUARTER OF SECTION 17 LYING SOUTH OF THE INDIAN BOUNDARY LINE; AND THAT PART OF THE NORTHWEST QUARTER OF SECTION 16, ALL IN TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, AND ALL LYING WEST OF THE WESTERLY RIGHT OF WAY LINE OF U.S. ROUTE 30 AND NORTH OF THE NORTHERLY RIGHT OF WAY OF ILLINOIS ROUTE 126, IN WILL COUNTY, ILLINOIS. 91 26 EXHIBIT B PUD PLAN 92 27 EXHIBIT C SUBDIVISION PLAT 93 28 EXHIBIT D PRELIMINARY PARK PLAN 94 29 95 1 ANNEXATION AGREEMENT FOR KELLER FARM Date: _____________ THIS ANNEXATION AGREEMENT (the “AGREEMENT”) is entered into this ____ day of __________________, 2023, by and between the Village of Plainfield, an Illinois municipal corporation (hereinafter referred to as “VILLAGE”), Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777 (hereinafter referred to as “OWNER”), and CALATLANTIC GROUP, LLC, a Delaware limited liability company, (hereinafter referred to as “DEVELOPER”), for the property legally described in Exhibit A attached hereto (the “SUBJECT PROPERTY”). The VILLAGE, OWNER and DEVELOPER are hereinafter each a “PARTY” and collectively the “PARTIES”. WITNESSETH: WHEREAS, the VILLAGE is an Illinois municipal corporation; and WHEREAS, the SUBJECT PROPERTY is owned by Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777; and WHEREAS, OWNER has filed the Petition to annex the SUBJECT PROPERTY, as depicted on the Plat of Annexation attached hereto as Exhibit A-1, to the VILLAGE; and WHEREAS, OWNER accepts the terms of this AGREEMENT, finding that the terms set forth herein fulfill the intent of OWNER’S Petition for Annexation; and WHEREAS, the SUBJECT PROPERTY is not within the corporate limits of any municipality; and WHEREAS, the SUBJECT PROPERTY is contiguous to the VILLAGE, lies within the planning jurisdiction of the VILLAGE, and is identified in the VILLAGE’s Comprehensive Plan for development within the corporate limits of the VILLAGE; and WHEREAS, no electors reside on the SUBJECT PROPERTY or any portion thereof; 96 2 and WHEREAS, DEVELOPER is the contract purchaser of the SUBJECT PROPERTY and intends to purchase the SUBJECT PROPERTY from OWNER and cause same to be developed by DEVELOPER; and WHEREAS, it is the intention of the PARTIES that this AGREEMENT would set forth the terms on which the SUBJECT PROPERTY would be annexed to the VILLAGE; and WHEREAS, hereafter, this AGREEMENT would govern the use and development of the SUBJECT PROPERTY and that the PARTIES would be bound upon the terms and conditions of this AGREEMENT; and WHEREAS, DEVELOPER has filed development applications with the VILLAGE along with a Preliminary Plat of Subdivision for the SUBJECT PROPERTY attached hereto as Exhibit B (the “Preliminary Plat”); and WHEREAS, the Preliminary Plat will facilitate the development of the SUBJECT PROPERTY as a mixed-use development comprised of 405 residential dwelling units and 8.78 acres for future commercial development; and WHEREAS, in accordance with 65 ILCS 5/11-15.1-1 et seq. of the Illinois Compiled Statutes and pursuant to lawful notice, the VILLAGE has placed this AGREEMENT before the public for comment and hearing by its Corporate Authorities; and WHEREAS, the VILLAGE, by its Corporate Authorities, shall consider an ordinance adopting this AGREEMENT in the manner provided by law; and WHEREAS, the adoption and approval of this AGREEMENT is an exercise of the powers vested in the VILLAGE by the Illinois Compiled Statutes. NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements herein contained, it is hereby agreed as follows: 1. INCORPORATION OF RECITALS AND EXHIBITS. The foregoing recitals are hereby incorporated into the body of this AGREEMENT as if fully set forth and repeated herein. Any exhibit referred to in this AGREEMENT and attached hereto shall also be considered incorporated herein by express reference. 2. ANNEXATION AND ZONING. OWNER and DEVELOPER agree, within seven (7) days after the execution of this AGREEMENT, to file properly executed petitions for annexing and zoning the SUBJECT 97 3 PROPERTY, if said petitions have not already been filed. Simultaneously with the approval of this AGREEMENT, the VILLAGE agrees, pursuant to requisite notice having been given, and in accordance with law, to enact and adopt ordinances annexing and zoning the SUBJECT PROPERTY to zoning classification R1 and B-5 with a special use for a Planned Unit Development. OWNER and DEVELOPER agree that the SUBJECT PROPERTY shall be developed in accordance with the ordinances of the VILLAGE, as approved or subsequently amended, and agrees to follow all of the policies and procedures of the VILLAGE in connection with such development except as modified in this AGREEMENT, and shall develop the SUBJECT PROPERTY in accordance with the Preliminary Plat attached hereto as Exhibit B and made a part of this AGREEMENT (“Preliminary Plat”). 3. PARK AND LIBRARY DISTRICT ANNEXATION. Upon annexation of the SUBJECT PROPERTY to the VILLAGE, the OWNER agrees to file petitions to annex the SUBJECT PROPERTY to the Plainfield Township Park District and the Plainfield Public Library District. The OWNER agrees to annex the SUBJECT PROPERTY to the Plainfield Township Park District and Plainfield Public Library District within thirty (30) days of contiguity with the Districts. 4. PARK AND SCHOOL DONATIONS. The DEVELOPER agrees to comply with the VILLAGE Ordinance on land/cash donations for park and school sites. The DEVELOPER agrees to pay all fees identified in the School Facility Impact Fee schedule and School Transition Fee schedule attached as Exhibits D and E. The DEVELOPER shall be required to enter into a Park Dedication and Improvement Agreement with the Park District to formalize the terms of meeting the park obligation for development of the SUBJECT PROPERTY. The DEVELOPER agrees to pay a fee at building permit set by the junior college within which district the development occurs and approved by the VILLAGE. 5. FIRE PROTECTION DISTRICT DONATION. The DEVELOPER agrees to pay $1,000.00 contribution per residential unit to the Fire Protection District in which the unit is located, and $0.15 per square foot for commercial development. The fee will be paid at the time of building permit issuance. 6. LIBRARY IMPACT FEE. The DEVELOPER agrees to pay the applicable contribution per unit, as set forth in the inter-governmental agreement between the VILLAGE and the Plainfield Public Library District 98 4 and/or Oswego Library District, as applicable. The fee will be paid at the time of building permit issuance. 7. WATER AND SEWER SERVICE. VILLAGE represents and warrants that the SUBJECT PROPERTY is currently within the FPA (Facilities Planning Area) of the VILLAGE, or if not presently in the FPA, the VILLAGE will submit all required applications to include the SUBJECT PROPERTY into the VILLAGE’S FPA. All application and associated costs to amend the FPA shall be the responsibility of the DEVELOPER. 8. WATER AND SANITARY SEWER FEES. Connection fees required for connection to the VILLAGE’S sanitary sewer system are as established by VILLAGE Ordinance. The minimum connection fees to the VILLAGE’S water supply system are as follows: Water Meter size (inches) Water Connection Fee 1 $3,305.00 1 ½ $3,810.00 2 $4,280.00 3 $4,775.00 4 $5,220.00 6 $6,230.00 For all sanitary sewer construction requiring an Illinois Environmental Protection Agency construction permit, upon receipt of required IEPA Sewer Permit, but before any sewer main construction, the DEVELOPER shall be required to pay the VILLAGE the total sewer connection fee for the entire area served by said permit. The population equivalent stated on the IEPA permit shall be the basis for calculating the required connection fees. Substantial sanitary sewer construction shall begin within ninety (90) days of receiving required IEPA sewer construction permits. 9. RECAPTURE FEES. Upon development, DEVELOPER shall not be obligated to pay any recapture fees for any municipal service, including, but not limited to, municipal water, sanitary sewers, storm water, roadways, traffic signals or improvements, or any other improvements as set forth in 65 ILCS 5/9-5-1. The VILLAGE and DEVELOPER agree that the recapture agreement between the VILLAGE and DRH Cambridge Homes, Inc., dated March 20, 2006, recorded in Will County on April 3, 2006, as Document No. R2006054995 is inapplicable to the SUBJECT PROPERTY and shall not be collected from the OWNER or DEVELOPER. Said recapture agreement is for storm sewer improvements that serve to benefit the DRH Cambridge Liberty Grove Subdivision and not the SUBJECT PROPERTY which will install its own storm water management improvements. 99 5 VILLAGE may adopt any necessary ordinances to provide for recapture to DEVELOPER for streets, water, sanitary sewer or storm sewer lines constructed by DEVELOPER which benefit other properties by the installation and/or over sizing of said improvements. Such recapture ordinances shall only be adopted upon satisfactory demonstration by the DEVELOPER that the recapture is fair and equitable and that provision of notice of the proposed recapture fees is provided to affected property owner. The determination that a proposed recapture is fair and equitable shall be solely that of the VILLAGE. Fees are due upon VILLAGE request. In the event benefiting property subject to recapture is owned by a government agency (e.g., fire protection district, park district, school district), such government entity shall not be required to pay recapture, thus reducing the total amount the DEVELOPER and/or VILLAGE are entitled to recapture. Any recapture ordinances shall be for a maximum of twenty (20) years from the date of adoption of said ordinance with two percent (2%) interest payable to the DEVELOPER two (2) years from the date of completion of said improvement. An administrative fee shall be charged at the rate of two percent (2%) of the total recapturable amount payable to the VILLAGE to cover administrative costs of the recapture agreement. The costs to be recaptured shall not exceed one hundred ten percent (110%) of the estimated costs per the approved engineer’s opinion of probable construction costs (EOPC). Any increase in cost of more than five percent (5%) of the EOPC (but in no event more than ten percent (10%) of the EOPC) shall not be permitted unless a detailed explanation of the increase in costs is submitted by the OWNER and approved by the VILLAGE. 10. ANNEXATION FEES. The DEVELOPER agrees to pay an annexation fee to the VILLAGE of $2,000 per dwelling unit for any residential development or $4,000 per gross acre for commercial development, payable at the time of final plat, or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this AGREEMENT, after which time the fee shall be as set by VILLAGE policy per adopted Resolution then in effect. 11. TRAFFIC IMPROVEMENT FEE. The DEVELOPER agrees to pay a traffic improvement fee to the VILLAGE of $1,500.00 per unit of residential development. Said fees shall be payable at the time of final plat or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this AGREEMENT, after which time the fee shall be as set by VILLAGE policy per adopted Resolution then in effect. 12. MUNICIPAL FACILITY FEE. The DEVELOPER agrees to pay $1,500.00 per unit for future municipal facilities. Said fees shall be payable at the time of final plat, or if no platting is necessary, prior to building 100 6 permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this AGREEMENT, after which time the fee shall be as set by VILLAGE policy per adopted Resolution then in effect. 13. MULTI-MODAL FEE. The DEVELOPER agrees to pay a fee of $250 per dwelling unit to help fund regional, non-vehicular transportation and recreation improvements, such as multi-use path connections and extensions. Said fees shall be payable at the time of final plat, or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this AGREEMENT, after which time the fee shall be as set by VILLAGE policy per adopted Resolution then in effect. 14. EMERGENCY SERVICES FEE. The DEVELOPER agrees to pay a fee of $50 per dwelling unit to help fund emergency service infrastructure such as tornado sirens and traffic signal emergency pre-emption devices. Said fees shall be payable at the time of final plat, or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this AGREEMENT, after which time the fee shall be as set by VILLAGE policy per adopted Resolution then in effect. 15. EASEMENTS. The DEVELOPER agrees, upon acquisition of the SUBJECT PROPERTY, to dedicate right-of-way or grant utility easements within thirty days of written request by the VILLAGE. 16. SIDEWALKS AND PARKWAY TREES. The VILLAGE may require the DEVELOPER to install sidewalks and parkway trees on any platted lot upon notice by the VILLAGE after a period of two (2) years from the date of recording of the final plat which includes that lot. The VILLAGE may also require installation of sidewalks and parkway trees on any platted lot that is consolidated with an adjacent lot. 17. ARCHITECTURAL DESIGN PROVISIONS. The DEVELOPER agrees to provide a variety of architectural designs for residential dwelling units for the purpose of discouraging excessive similarity between units, including but not limited to, single family, duplexes, and multi-family developments. The DEVELOPER agrees to establish appropriate policies and procedures to provide distinction between surrounding dwelling units, including front, rear and side elevations, for the purpose of anti- monotony. The VILLAGE is looking to better control monotony and to encourage character within subdivisions, including all four sides of residential structures, roof pitches, heights, and 101 7 materials. The DEVELOPER agrees to develop the SUBJECT PROPERTY in accordance with the VILLAGE’S Residential Design Guidelines. 18. VARIANCES. No variances will be necessary to develop the SUBJECT PROPERTY. (If variances are required, they shall be described and attached as an Amendment, Exhibit C) 19. MISCELLANEOUS FEES. All other fees provided for by ordinance and uniformly applied and collected in connection with the development of the SUBJECT PROPERTY within the corporate limits of the VILLAGE, except as otherwise specified in this AGREEMENT, shall be applicable to the SUBJECT PROPERTY. Payment of all fees due under the VILLAGE Ordinances, together with the posting of any and all letters of credit and other guarantees, shall be a pre-condition to the approval by the VILLAGE of any final plan, plat or site plan submitted by DEVELOPER under this AGREEMENT. 20. AMENDMENTS. This AGREEMENT, including the attached exhibits, may be amended only with the mutual consent of the PARTIES by a duly executed written instrument. In the case of the VILLAGE, the written instrument may only be in the form of an ordinance duly adopted in accordance with applicable laws. Modifications subsequent to this AGREEMENT’S adoption shall require a public hearing and procedures consistent with law. 21. EXHIBIT C. Any modifications to the VILLAGE’S standard annexation agreement provisions are set forth in Exhibit C. The OWNER, DEVELOPER and VILLAGE agree that should any conflicts between Exhibit C and the text of this AGREEMENT exist, the provisions of Exhibit C shall supersede those of this text. 22. DORMANT SPECIAL SERVICE AREA (SSA). DEVELOPER agrees to the VILLAGE enacting a dormant Special Service Area (SSA) to act as a back-up in the event that the Homeowner’s Association fails to maintain the private common areas, private detention ponds, perimeter landscaping features, and entrance signage within the SUBJECT PROPERTY. The special service area will be completed as part of the first phase of development. 23. ENFORCEMENT. This AGREEMENT shall be enforceable by any action at law or in equity, including actions for specific performance and injunctive relief. The laws of the State of Illinois shall control the construction and enforcement of this AGREEMENT. The PARTIES agree that all 102 8 actions instituted on this AGREEMENT shall be commenced and heard in the Circuit Court of Will County, Illinois, and hereby waive venue in any other court of competent jurisdiction. Before any failure of any PARTY to perform any obligation arising from this AGREEMENT shall be deemed to constitute a breach, the PARTY claiming the breach shall notify the defaulting PARTY and demand performance. No breach of this AGREEMEMT shall have been found to have occurred if performance is commenced to the satisfaction of the complaining PARTY within thirty (30) days of the receipt of such notice. 24. EFFECT OF SUCCESSORS. This AGREEMENT shall be binding upon and inure to the benefit of the VILLAGE and its successor municipal corporations and corporate authorities. This AGREEMENT shall be binding upon and inure to the benefit of OWNER and its grantees, lessees, assigns, successors and heirs. 25. CONSTRUCTION OF AGREEMENT. This AGREEMENT shall be interpreted and construed in accordance with the principles applicable to the construction of contracts. Provided, however, that the PARTIES stipulate that they participated equally in the negotiation and drafting of the AGREEMENT and that no ambiguity contained in this AGREEMENT shall be construed against a particular PARTY. 26. SEVERABILITY. If any provision, covenant, agreement or portion of this AGREEMENT or its application to any person, entity or property is held invalid, such invalidity shall not affect the application or validity of any other provision, covenant, agreement or portion of this AGREEMENT, and this AGREEMENT is declared to be severable. 27. EFFECT OF THIS AGREEMENT. The provisions of this AGREEMENT shall supersede the provisions of any ordinances, codes, policies or regulations of the VILLAGE which may be in conflict with the provisions of this AGREEMENT. 28. DURATION. This AGREEMENT shall remain in full force and effect for a term of twenty (20) years from the date of its execution, or for such longer period provided by law. 29. NOTICE. Any notice or demand hereunder from one PARTY to another PARTY, or to an assignee or successor in interest of either PARTY, or from an assignee or successor in interest of either PARTY to another PARTY, or between assignees or successors in interest, shall be 103 9 in writing and shall be deemed duly served if mailed by prepaid registered or certified mail addressed as follows: If to the VILLAGE: John F. Argoudelis Joshua Blakemore Village President Village Administrator 24401 W. Lockport Street 24401 W. Lockport Street Plainfield, IL 60544 Plainfield, IL 60544 With copies to: Richard E. Vogel Tracy Johnson & Wilson 2801 Black Road, 2nd Floor Joliet, IL 60435 (815) 723-8500 If to any owner of record of any real property located within the SUBJECT PROPERTY, or the DEVELOPER: CalAtlantic Group, LLC Attn: Scott Guerard 1700 E. Golf Road, #1100 Schaumburg, IL 60173 With copies to: Rosanova & Whitaker, Ltd. 127 Aurora Avenue Naperville, Illinois 60540 Attn: Vincent M. Rosanova vince@rw-attorneys.com Or to such address as any PARTY hereto or an assignee or successor in interest of a PARTY hereto may from time to time designate by notice to the other PARTY hereto or their successors in interest. 104 10 IN WITNESS WHEREOF, the PARTIES have caused this AGREEMENT to be executed the day and year first above written. THE VILLAGE OF PLAINFIELD, a municipal corporation By _______________________________ Its: Village President ATTEST: By _______________________________ Its: Village Clerk STATE OF ____________) ) COUNTY OF ____________) I, ________________, a Notary Public in and for said county, in the state aforesaid, do hereby certify that _____________________as___________________of____________________, and_____________________as___________________of____________________________, personally known to me to be the same persons whose names are subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that they signed and delivered the said instrument as their free and voluntary act, for the uses and purposes therein set forth. Given under my hand and official seal this ___ day of ___________ 2023. _____________________________ Notary Public 105 11 OWNER Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777 By: Its: STATE OF ILLINOIS ) ) SS. COUNTY OF ) I, the undersigned, a Notary Public in and for the County and State aforesaid, DO HEREBY CERTIFY THAT of Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777, personally known to me to be the same person whose name is subscribed to the foregoing document, appeared before me this day in person and acknowledged to me that, as of Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777, he/she was duly authorized and signed and delivered the foregoing document as his/her free and voluntary act for the uses and purpose therein set forth. Given under my hand and Notarial Seal as of this _____ day of ________, 20 . ____________________________________________ Notary Public My Commission expires: _________________________ 106 12 DEVELOPER CALATLANTIC GROUP, LLC, a Delaware limited liability company By:___________________________ Its:___________________________ STATE OF ____________) ) COUNTY OF ____________) I, ________________, a Notary Public in and for said county, in the state aforesaid, do hereby certify that__________________as__________________of_____________________, personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that he/she signed and delivered the said instrument as his/her free and voluntary act, for the uses and purposes therein set forth. Given under my hand and official seal this ___ day of ___________ 2023. _____________________________ Notary Public 107 13 ANNEXATION AGREEMENT EXHIBIT LIST: EXHIBIT A LEGAL DESCRIPTION OF SUBJECT PROPERTY EXHIBIT A-1 PLAT OF ANNEXATION EXHIBIT B PRELIMINARY PLAT EXHIBIT C AMENDMENT TO ANNEXATION AGREEMENT EXHIBIT D SCHOOL DISTRICT FACILITY IMPACT FEE SCHEDULE EXHIBIT E SCHOOL DISTRICT TRANSITION FEE SCHEDULE 108 14 EXHIBIT C AMENDMENT TO ANNEXATION AGREEMENT Pursuant to paragraph 21 of the Annexation Agreement (the “AGREEMENT”) for Keller Farm by and between the Village of Plainfield, an Illinois municipal corporation (“VILLAGE”), Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777 (hereinafter referred to as “OWNER”), and CALATLANTIC GROUP, LLC, a Delaware limited liability company, (hereinafter referred to as “DEVELOPER”), VILLAGE, OWNER, and DEVELOPER agree to supplement the standard form VILLAGE Annexation Agreement with the following modifications and additions (the “AMENDMENT”), the terms of which shall supersede those of the AGREEMENT. VILLAGE, OWNER, and DEVELOPER may each individually be referred to as a “PARTY” and collectively, as the “PARTIES”). Capitalized terms used herein without definition shall have the meaning set forth in the AGREEMENT. ARTICLE I MUTUAL ASSISTANCE A. The PARTIES shall do all things necessary or appropriate to carry out the terms and provisions of the AGREEMENT, as modified by this AMENDMENT, and to aid and assist each other in furthering the objectives hereof and the intent of the PARTIES as reflected hereby, including, without limitation, the giving of such notices, the holding of such public hearings and the enactment by VILLAGE of such resolutions and ordinances, the execution of such permits, applications and agreements, and the taking of such other actions as may be necessary to enable the PARTIES’ compliance with the terms and provision of this AGREEMENT and as may be necessary to give effect to the objectives of the AGREEMENT and the intention of the PARTIES as reflected by the terms of this AMENDMENT. ARTICLE II ANNEXATION A. The PARTIES acknowledge that, as of the date of approval of the AGREEMENT and the Entitlement Ordinances outlined in Article III of this AMENDMENT, DEVELOPER is the contract purchaser of the SUBJECT PROPERTY. It is the intent of the PARTIES that the AGREEMENT, this AMENDMENT, an ordinance annexing the SUBJECT PROPERTY to the VILLAGE (the “Annexation Ordinance”), and Entitlement Ordinances be approved and executed by the PARTIES, but that said documents be held in escrow until such time as the DEVELOPER takes title to the SUBJECT PROPERTY. To this end, the AGREEMENT, this AMENDMENT, the Annexation Ordinance, and the Entitlement Ordinances shall become effective as of the date of recording of the AGREEMENT and this AMENDMENT (the “Effective Date”). The AGREEMENT, this AMENDMENT, the Annexation Ordinance, and the 109 15 Entitlement Ordinances shall not be recorded unless and until DEVELOPER takes title to the SUBJECT PROPERTY. The DEVELOPER is hereby authorized to record or cause the AGREEMENT, this AMENDMENT, the Annexation Ordinance, and the Entitlement Ordinances to be recorded out of DEVELOPER’s closing escrow for the SUBJECT PROPERTY, provided that said documents shall not be recorded prior to the deed conveying title to the SUBJECT PROPERTY to DEVELOPER. If DEVELOPER fails to obtain title to the SUBJECT PROPERTY within two hundred seventy (270) days of the date the VILLAGE approves the AGREEMENT, this AMENDMENT, the Annexation Ordinance, and the Entitlement Ordinances, then the AGREEMENT, this AMENDMENT, the Annexation Ordinance, the petition to annex, and the Entitlement Ordinances shall be deemed null and void, having no further force or effect, and shall not thereafter be recorded. The PARTIES agree that notwithstanding any language to the contrary contained in the AGREEMENT or this AMENDMENT, the OWNER shall have no obligation under the AGREEMENT or this AMENDMENT to pay any fees, costs, or expenses of any type or nature; it being the intention of the PARTIES that the DEVELOPER shall be responsible for said payment obligations. B. Should any person bring a cause of action challenging VILLAGE's lawful authority to annex the SUBJECT PROPERTY or challenge the method or procedures by or through which the PARTIES purported to cause the SUBJECT PROPERTY to be annexed to VILLAGE, specifically including the approval of the AGREEMENT or this AMENDMENT, the PARTIES agree that they shall fully cooperate to defend such cause of action. Should a court of competent jurisdiction finally determine that annexation of the SUBJECT PROPERTY or the provisions of the AGREEMENT or this AMENDMENT were defective because of the failure of the PARTIES to follow a procedural requirement constituting a valid precondition to proper annexation of the SUBJECT PROPERTY, the PARTIES agree to promptly cause the SUBJECT PROPERTY to be reannexed to VILLAGE in a manner which satisfies all procedural requirements and on terms consistent with the AGREEMENT and this AMENDMENT. ARTICLE III ZONING APPROVAL A. Upon annexation of the SUBJECT PROPERTY to the VILLAGE, the SUBJECT PROPERTY will be zoned R-1 Low Density Single-Family Residential District by operation of law except that portion of the SUBEJCT PROPERTY identified as Lot 511 on the Preliminary Plat of Subdivision which shall be zoned B-5. If after ten (10) years Lot 511 fails to develop for commercial purposes, the VILLAGE shall cooperate with the DEVELOPER to rezone Lot 511 to a residential zoning designation to accommodate single-family detached, duplex homes, or townhomes of general consistency with the residential component of Keller Farm. 110 16 B. Immediately following annexation, and upon zoning of the SUBJECT PROPERTY, the VILLAGE shall approve an ordinance (the “Entitlement Ordinance”) to: (a) grant a special use permit for a planned unit development (PUD) to permit the mixed-use development of the SUBJECT PROPERTY as a residential and commercial development with associated deviations from the Zoning Ordinance and the Subdivision Regulations as depicted in the Preliminary Planned Unit Development Plan for Keller Farm (“PUD Plan”), and (b) approve the Preliminary Plat of Subdivision. The deviations approved under the PUD Plan include the following: Deviation from Zoning Regulations Applicable to Entire SUBJECT PROPERTY: • Section 9-52 to increase the permitted residential density from 2.1 dwelling units per acre to 2.81 dwelling units per acre. • Section 9-54 to permit masonry materials to encroach up to six (6) inches in all required yards. • Section 9-17 to eliminate the requirement for side loaded, rear loaded or recessed garages (as defined in Article IV Section A) and to approve the Keller Farm Elevations as defined herein. • Section 9-17 to allow garages to protrude more than 5 feet from the living space or dominant porch. • Section 9-23 to permit sales signage as depicted in the Proposed Signage Plan as defined herein. • Section 9-129 to permit less than the required number of different species of parkway trees as depicted on the Landscape Plan. • Section 9-130 to meet the residential tree replacement requirements by way of installation of landscape materials as shown on the Landscape Plan within open space and/or HOA landscape easements for the residential portion of the SUBJECT PROPERTY and commercial tree replacements by way of installation of landscape materials on lot 515 which shall be mutually agreed upon by the VILLAGE and DEVELOPER at the time of development of the commercial property. A tree survey shall not be required for the residential portion of the SUBJECT PROPERTY. • Section 9-132 to permit the landscape plantings and buffers to be installed pursuant to the approved Preliminary Landscape Plan (as defined in Article IV Section A) to allow a reduction in the required shrubs and seed all planting areas within the buffer noted on the Preliminary Landscape Plans. • Section 9-132.1(a) to permit a minimum of one (1) overstory/shade ornamental tree, six (6) shrubs and three (3) evergreen trees for every forty-two (42) feet of frontage in lieu of two (2) overstory/shade ornamental trees and one (1) evergreen and ten (10) shrubs for every forty-two (42) feet of frontage. • Section 9-124.(5)(b). to permit parkway trees with a minimum caliper of 2.5” instead of 3.0” and allow at DEVELOPER’S election, the planting of parkway trees to only occur in months of March to June and September to November and not require parkway tree planting in all other months as a requirement of occupancy permits. 111 17 Deviations from Zoning Regulations Applicable to Medallion Estates Lots • Section 9-54 to reduce the minimum lot size from 12,000 to 9,017 square feet. • Section 9-54 to reduce the minimum lot width from 85 to 71 linear feet. • Section 9-54 to increase the maximum area coverage from thirty percent (30%) to thirty-five percent (35%). • Section 9-54 to increase the maximum impervious area coverage from forty five percent (45%) to forty six percent (46%). Deviations from Zoning Regulations Applicable to Medallion Lots • Section 9-54 to reduce the minimum lot size from 12,000 to 8,120 square feet. • Section 9-54 to reduce the minimum lot width from 85 to 65 linear feet. • Section 9-54 to reduce the required interior side setback from 7 feet / 20 feet combined to 7 feet / 14 feet combined. • Section 9-54 to increase the maximum area coverage from thirty percent (30%) to thirty-nine percent (39%). • Section 9-54 to increase the maximum impervious area coverage from forty five percent (45%) to fifty one percent (51%). Deviations from Zoning Regulations Applicable to Andare Lots • Section 9-54 to reduce the minimum lot size from 12,000 to 7,875 square feet. • Section 9-54 to reduce the minimum lot width from 85 to 63 linear feet. • Section 9-54 to reduce the required front yard setback from 30 to 25 feet. • Section 9-54 to reduce the required corner side yard setback from 30 to 25 feet. • Section 9-54 to reduce the required interior side setback from 7 feet / 20 feet combined to 6 feet / 12 feet combined. • Section 9-54 to increase the maximum area coverage from thirty percent (30%) to thirty-eight percent (38%). • Section 9-54 to increase the maximum impervious area coverage from forty five percent (45%) to forty nine percent (49%). Deviations from Zoning Regulations Applicable to the Townhome Area • Section 9-54 to permit a maximum 6 dwelling units per building. • Section 9-54 to permit maximum building/lot coverage of 35%. • Section 9-54 to permit maximum impervious coverage of 66%. • Section 9-54 to permit minimum front yard setback of 15’ measured from the right-of-way line or lot line of lots 510, 512, or 513. • Section 9-54 to permit minimum rear yard setback of 15’ measured from the right-of-way line or lot line of lots 510, 512, or 513.. 112 18 • Section 9-54 to permit minimum corner side yard setback of 15’ measured from the right-of-way line or lot line of lots 510, 512, or 513. • Building to Building Distances: o Building side to side: 20’ o Building side to rear: 50’ o Building front to front: 60’ o Building rear to rear: 60’ • Section 9-54 to permit minimum lot size of 1,300 square feet as depicted on the Preliminary Plat of Subdivision (as defined in Article IV Section A). • Section 9-116(3)(d) to permit townhomes to be built with an uninterrupted rear faced to exceed more than twenty (20) horizontal feet. • Section 9-120 to permit the townhome area to exceed 0.5 footcandle at the lot line for the townhome area provided that the footcandle limit of 0.5 shall not be exceeded at the farthest point of the lot lines of lots 506, 510, 512, 513, and 515. • Townhomes will be a permitted use in the R1 Zoning District. Deviation from Subdivision Regulations: • Section 7-203 to reduce the right-of-way dimension from 66’ to sixty feet 60’ with the exception of Liberty Grove Blvd which will be 66’. • Section 7-203 to reduce the minimum right-of-way for Presidential Avenue as depicted on the preliminary plat of subdivision (53’ dedication). • To permit 8’ wide bike paths in lieu of 10’ wide bike paths. • To permit 2” of lime stabilized subgrade in lieu of 2” crushed aggregate base course, type B (detail RDW6000) at DEVELOPER’s election. • To permit 10” of approved alternative base course to replace 10” crushed aggregate base course, type B (detail RDW6000) at DEVELOPER’s election. • Section ________: To permit the installation of surface course asphalt at the time of binder asphalt installation on all streets rather than waiting for home building completion. Such surface course asphalt installation would still be subject to customary village inspection and acceptance procedures at the time of subdivision completion. Should any person bring a cause of action (provided, however, that no PARTY shall be required to indemnify any other PARTY for attorneys' fees incurred regarding such cooperation) challenging the Entitlement Ordinance or the development of the SUBJECT PROPERTY as set forth herein, or both of the foregoing, the PARTIES agree that they shall fully cooperate to defend such cause of action. Further, the PARTIES specifically agree that to the extent such defense proves unsuccessful, the VILLAGE shall take such legislative action as then may be lawfully required to cause the SUBJECT PROPERTY to be zoned for the purposes herein contemplated. ARTICLE IV PRELIMINARY DEVELOPMENT PLAN APPROVALS A. As part of the approval of the special use for a planned unit development, the VILLAGE 113 19 shall approve a Preliminary Planned Unit Development Plan for the SUBJECT PROPERTY. The Preliminary Planned Unit Development Plan shall consist of the following documentation: i) Preliminary PUD Plan for Keller Farm, prepared by Gary R. Weber Associates, Inc., dated May 3, 2023, and last revised on , a copy of which is attached hereto as Exhibit C-1 (the “PUD Plat”); ii) Preliminary Plat of Subdivision for Keller Farm prepared by Cage Civil Engineering, dated April 21, 2023, and last revised on , a copy of which is attached hereto as Exhibit C-2 (the “Preliminary Plat of Subdivision”); iii) Preliminary Engineering for Keller Farm prepared by Cage Civil Engineering, dated May 3, 2023, last revised on , a copy of which is attached hereto as Exhibit C-3 (the “Preliminary Engineering”); iv) Preliminary Landscape Plan for Keller Farm prepared by Gary R. Weber Associates, Inc., dated April 21, 2023, and last revised on , a copy of which is attached hereto as Exhibit C-4 (the “Preliminary Landscape Plan”); v) Keller Farm – Plainfield, IL Home Elevations and Floorplans prepared by Lennar and last revised on _________________, a copy of which is attached hereto as Exhibit C-5 (the “Architectural Elevations”); and vi) Proposed Signage Plan prepared by Lennar and last revised on , a copy of which is attached hereto as Exhibit C-6 (the “Signage Plan”). B. The Preliminary Planned Unit Development Plan shall satisfy the requirements for approval of a preliminary development plan under Section 9-46 of the VILLAGE Code. The Preliminary Planned Unit Development Plan shall entitle DEVELOPER to the right to develop the SUBJECT PROPERTY in substantial compliance with the Preliminary Planned Unit Development Plan. The VILLAGE shall approve the Final Planned Unit Development Plan, which shall consist of the same documents comprising the Preliminary Planned Unit Development Plan, but with such additional details as is necessary and appropriate for a final version of such plan, provided that it is in substantial compliance with the Preliminary Planned Unit Development Plan and DEVELOPER has obtained such other 3rd party governmental approvals as may be required for the intended development of the SUBJECT PROPERTY. The DEVELOPER may rely on the Preliminary Development Plan to seek other 3rd party governmental approvals for the SUBJECT PROPERTY. C. The PUD Plat depicts those lots that are designated as “Key Lots” and “Through Lots”. The Key Lots and the Through Lots shall feature landscape enhancements as defined as depicted on the Landscape Plan. The construction of all homes on the SUBJECT PROPERTY shall comply with the Monotony Code Restrictions set forth on the anti- monotony standards attached hereto as Exhibit C-7. D. The final plat of subdivision for the development of the SUBJECT PROPERTY may be presented to the VILLAGE in one or more phases as determined by the DEVELOPER, and approval of such plats shall be in accordance with the VILLAGE’S development procedures. Notwithstanding the foregoing, the DEVELOPER may concurrently present one or more plats for approval by the VILLAGE and, upon approval thereof, DEVELOPER shall have a period of five (5) years to record the approved plats. The VILLAGE shall not object to the proposed phasing of the final 114 20 plats provided that the first final plat includes the following: (i) access to Wallin Drive, and (ii) stormwater detention volume necessary to accommodate the phase 1 improvements. E. The VILLAGE shall not revoke or modify the planned unit development and the corresponding Preliminary Planned Unit Development Plan without the consent of the DEVELOPER until the earlier to occur of: i) such time as DEVELOPER, or any successor DEVELOPER, has completed initial construction of the homes as contemplated pursuant to the terms of this AGREEMENT; or ii) the term of the AGREEMENT. Minor Changes and Major Changes, as defined under the terms of the VILLAGE Code, shall not require amendment of this AGREEMENT. Minor Changes, which shall be approved by VILLAGE staff, expressly includes modification of the Architectural Elevations as may be proposed by DEVELOPER to: i) add new floor plans or models with associated elevations; ii) add new elevations to any floor plan or model in the Architectural Elevations; iii) amend or modify any floor plan or model in the Architectural Elevations; and iv) amend or modify any elevation in the Architectural Elevations, provided that the aforementioned changes are consistent with the established character in the Preliminary Planned Unit Development Plan. ARTICLE V DEVELOPMENT IMPROVEMENTS A. DEVELOPER shall construct the improvements to the SUBJECT PROPERTY as approved in the Final Planned Unit Development Plan. In approving the Final Planned Unit Development Plan, the VILLAGE shall not require the DEVELOPER to include any oversized utilities, off-site utility extensions, roadway improvements, or other public improvements not generally depicted in the Preliminary Planned Unit Development Plan. B. DEVELOPER shall commence construction of the Park Improvements (hereinafter defined) in the first phase of development, unless delayed pursuant to written agreement with the Plainfield Park District. Upon commencement of construction, DEVELOPER shall reasonably and diligently proceed toward completion of the Park Improvements subject to Force Majeure. ARTICLE VI DEVELOPMENT PROVISIONS A. Covenants, Conditions and Restrictions. DEVELOPER shall cause to be recorded against the SUBJECT PROPERTY a Declaration of Covenants, Conditions and Restrictions to govern the use of the SUBJECT PROPERTY (the “Declaration”). The Declaration shall be recorded following the recordation of the Final Plat of Subdivision. The Declaration shall establish a Homeowner’s Association which shall be responsible for enforcement of the terms of the Declaration. The Declaration shall include the anti-monotony provision contained in the Architectural Elevations. The DEVELOPER shall convey all outlots and common areas to the Homeowner’s Association. The 115 21 Homeowner’s Association shall own and maintain the outlots and common areas for the collective benefit of the members of the Association. The Declaration shall, among other things, require the Homeowner’s Association to provide for the perpetual maintenance of all common area improvements, all stormwater detention areas, on-site storm sewers, drainage ways, retention/detention facilities, subdivision signage, landscape enhancements, landscape easement areas, and other components of drainage for the improvements to the SUBJECT PROPERTY. B. Early Grading. Prior to approval of any final plan or plat, the VILLAGE agrees to issue grading and storm sewer installation approvals for the SUBJECT PROPERTY upon proper and complete application therefor. Issuance of such permits is subject to the following terms and conditions: a. DEVELOPER shall proceed under this subsection at its own risk. In the event that any work performed pursuant to this subsection does not comply with final plan or plat approval (including final engineering plans and specifications) or the VILLAGE Code, DEVELOPER shall correct such work to come into compliance. VILLAGE shall not be obligated to grant any relief for such non- compliance. b. In order to begin outside agency review of the development of the SUBJECT PROPERTY, the DEVELOPER has requested that the VILLAGE execute permit applications for the IEPA. The VILLAGE shall execute such applications under the following conditions: i) such execution shall not be deemed to provide final approval of the plans being used for the permit submittal, and such plans may still be amended during the final review and approval by the VILLAGE; ii) in the event there are changes that are required to the plans, the DEVELOPER shall make such corrections and the VILLAGE shall not be obligated to grant any relief for non-compliance. C. Permitting. Provided that DEVELOPER is not in default of the AGREEMENT, the VILLAGE agrees that, within twenty-one (21) days after receipt of a complete application for issuance of a building permit, it will either issue such building and other permits as may, from time to time, be requested by DEVELOPER, its successors and assigns, or issue a letter of denial within said period of time informing the DEVELOPER as to the specific deficiencies in the application for permits, plans or specifications. D. Foundation Only Permits. DEVELOPER may obtain foundation-only permits for up to ten (10) dwelling units once the Final Plat of Subdivision has been approved by the VILLAGE Board, final engineering plans have been approved by the VILLAGE Engineer, and surety has been posted in accordance with VILLAGE requirements. DEVELOPER acknowledges, however, that building permits shall not be issued by the VILLAGE, and no framing shall be started on dwelling units for which foundation-only permits have been issued (other than model homes in accordance herewith) until, at a minimum, water mains and fire hydrants necessary to provide fire protection have 116 22 been constructed, connected, tested and approved by the VILLAGE, and provision has been made for emergency vehicle access thereto on a roadway with a gravel base sufficient to support the weight of emergency vehicles, all in a manner acceptable to the Fire Protection District. E. Construction Access. Access to the SUBJECT PROPERTY for the purposes of construction shall be limited to one or more of the access points located along Wallin Drive or some other acceptable access location mutually agreed upon by the VILLAGE and DEVELOPER. Construction traffic shall be expressly prohibited from utilizing Soldier Court, Colonial Parkway, and Liberty Grove Blvd. along the western property line as a means of ingress and egress to the SUBJECT PROPERTY. F. Models/Sales and Office Trailers. DEVELOPER shall have the right to construct model homes beginning after: i) VILLAGE approval of a final plat and prior to the recording thereof; ii) construction of a gravel driveway to said models; and iii) the posting of the necessary surety guaranteeing the public improvements. No model homes shall be used as a model home or sales office until a temporary certificate of occupancy is issued for such purpose by the VILLAGE’S Building Department. Two transportable modular trailers may be utilized for on-site construction offices provided that the trailers have potable water and temporary sanitary facilities (i.e., holding tanks, not septic fields), and up to four portable trailers may be utilized to store materials on-site (subject to approval as to their number and location by the VILLAGE Engineer). G. Temporary Occupancy. The VILLAGE shall issue temporary or final occupancy certificates within two (2) business days of application therefor or issue a letter of denial within said period informing DEVELOPER as to what corrections are necessary as a condition to the issuance of a certificate and specifying the section of any applicable code relied upon by the VILLAGE in its request for correction. DEVELOPER’s inability, due to adverse weather conditions, to install driveways, service walks, sidewalks, stoops, landscaping and final grading shall not delay the issuance of a temporary certificate of occupancy provided DEVELOPER delivers security to the VILLAGE to assure the completion of said unfinished items. Once unfinished items have been completed and approved by the VILLAGE Engineer and Building Commissioner, the VILLAGE shall issue final occupancy certificates within the time prescribed herein and release the above-described security. H. Security. DEVELOPER may post security for Public Subdivision Improvements in phases as set forth on the final plats, or as may otherwise be agreed by the PARTIES, provided that DEVELOPER shall post security prior to the commencement of work in each respective phase. The VILLAGE agrees to accept either (i) a cash deposit, (ii) subdivision improvement bonds, or (iii) irrevocable letters of credit from a sound and reputable bank in the Metropolitan Chicago area acceptable to the VILLAGE (the “Subdivision Security”) in amounts equal to one hundred ten percent (110%) of the cost or estimated cost of constructing the on-site Public Subdivision Improvements in each Phase. 117 23 I. Sidewalks and Parkway Trees. In lieu of the provisions contained in Section 16 of the AGREEMENT, the VILLAGE may require the DEVELOPER to install sidewalks and parkway trees on any platted lot upon notice by the VILLAGE after a period of four (4) years from the date of recording of the final plat which includes that lot. The VILLAGE may also require installation of sidewalks and parkway trees on any platted lot that is consolidated with an adjacent lot. ARTICLE VII CASH CONTRIBUTION; FEES AND DONATIONS This Article VII sets forth comprehensively all of the fees, charges and costs that will be assessed by the VILLAGE associated with the development of the SUBJECT PROPERTY and construction of single-family dwelling units as approved under the planned unit development, which fees shall not be modified without the written consent of the PARTIES. No other fees, except those outlined in the AGREEMENT and as modified by this AMENDMENT, shall be applicable. The fees herein established shall be frozen for the term of the AGREEMENT, after which time the fees shall be payable at the prevailing rate as set forth in VILLAGE ordinance. A. Park and School Donations. In lieu of the provisions contained in Section 4 of the AGREEMENT, DEVELOPER shall pay the following Park and School Donations: a. Park Impact Fee. Attached hereto as Exhibit C-8 is a letter from the Plainfield Park District approving the proposed park site dedications and park site improvements as depicted on the Preliminary Development Plan and indicating it will accept a hybrid of land and improvements in full satisfaction of all Plainfield Park District financial requirements. b. School Impact Fee. Attached hereto as Exhibit C-9 is a letter from District 202 indicating it will accept cash (“School Impact Fee”) in lieu of land. DEVELOPER shall pay the School Land Cash Fee, Transition Fee, and Facilities Impact Fee at the time of issuance of a building permit for each lot to be improved with a dwelling unit. Said fees will be paid in the amounts listed on the schedules attached hereto as Exhibits D & E. c. Junior College Fee. The Junior College Fee is hereby waived. B. Fire Protection District Donation. In lieu of the provisions contained in Section 5 of the AGREEMENT, DEVELOPER shall pay to the VILLAGE at time of issuance of a building permit for each dwelling unit to be constructed on the SUBJECT PROPERTY a Fire Protection District Donation of $1,000.00. C. Library Impact Fee. In lieu of the provisions contained in Section 6 of the AGREEMENT, DEVELOPER shall pay to the VILLAGE a Library Impact fee at time of issuance of a building permit for each dwelling unit to be constructed on the SUBJECT PROPERTY. The Library Impact fee shall be payable on the basis of: 118 24 Single family detached 2 bedroom $379.00 Single family detached 3 bedroom $545.00 Single family detached 4 bedroom $707.00 Single family detached 5 bedroom $708.00 Single family attached 1 bedroom $224.00 Single family attached 2 bedroom $374.00 Single family attached 3 bedroom $449.00 Single family attached 4 bedroom $591.00 D. Water and Sanitary Sewer Fees. Water and Sanitary Sewer connection fees for each dwelling shall be calculated based on the water service for the dwelling unit and shall be payable at the issuance of a building permit for each dwelling unit. The connection fees to the VILLAGE'S water supply system are as follows: Water Meter size (inches) Water Connection Fee 1 $3,305.00 1 ½ $3,810.00 2 $4,280.00 3 $4,775.00 4 $5,220.00 6 $6,230.00 Sanitary Sewer Connection Fee: Single-Family Detached: $4,200.00 Single-Family Attached: $3,600.00 a. The water and sanitary sewer fees shall be payable on the following schedule: i. Water and Sewer Connection Fees: Will be paid at the time of building permit issuance. E. SANITARY SEWER OVERSIZING IMPACT FEE. The VILLAGE hereby agrees that no oversizing or off-site improvements are required. F. RECAPTURE FEES. The DEVELOPER shall pay the following recapture fees consistent with the provisions set forth in Section 9 of the AGREEMENT: a. Presidential Avenue Roadway Extension. As part of its development of the SUBJECT PROPERTY, DEVELOPER will be extending Presidential Avenue from its current terminus along the west property line of the SUBJECT PROPERTY to Wallin Drive. The VILLAGE and DEVELOPER acknowledge that said Presidential Avenue extension will confer a direct benefit to the property located north of the Presidential Avenue extension. Upon completion of said roadway extension the DEVELOPER shall assign, without representation or warranty, any and all recapture rights relative to the roadway 119 25 extension to the VILLAGE. b. No Other Recapture Obligations. The VILLAGE hereby represents and warrants that there are no recapture obligations associated with the ownership and development of the SUBJECT PROPERTY and that the VILLAGE shall not collect or demand payment under any other recapture or agreement. The VILLAGE and DEVELOPER agree that the recapture agreement between the VILLAGE and DRH Cambridge Homes, Inc., dated March 20, 2006, recorded in Will County on April 3, 2006, as Document No. R2006054995, is inapplicable to the SUBJECT PROPERTY and shall not be collected from the OWNER or DEVELOPER. Said recapture agreement is for storm sewer improvements that serve to benefit the DRH Cambridge Liberty Grove Subdivision and not the SUBJECT PROPERTY which will install its own storm water management improvements. G. Multi-Model Fee. The Multi-Modal Fee as set forth in Section 13 of the AGREEMENT is hereby waived, as DEVELOPER will be installing substantial public paths along Wallin Drive and Lockport Street. H. Annexation Fee. The Annexation Fee set forth in Section 10 of the AGREEMENT is hereby waived, as DEVELOPER will be undertaking substantial improvements to Wallin Drive and Presidential Avenue. I. Traffic Improvement Fee. In consideration of the improvements to Wallin Drive and Presidential Avenue, the Traffic Improvement Fee set forth in Section 11 of the AGREEMENT is hereby waived. J. Municipal Facility Fee. The Municipal Facility Fee set forth in Section 12 of the AGREEMENT is hereby waived for the first five (5) years from the date of issuance of the first building permit for a residence on the SUBJECT PROPERTY. After the expiration of said five (5) year period, the DEVELOPER shall pay one thousand five hundred dollars ($1,500.00) per residential unit for which DEVELOPER has not obtained a building permit during said initial five (5) year term. Said $1,500.00 fee shall be paid on a unit by unit basis at the time of building permit issuance. K. Building Permit Fees. DEVELOPER shall pay all Building Permit Fees according to the prevailing rates in the VILLAGE applicable at the time of the building permit application. L. Other Fees. Section 19, “Miscellaneous Fees”, is hereby stricken. No other fees aside from those outlined in the AGREEMENT as modified by this AMENDMENT shall be applicable. In the event fees or donation requirements as set forth in the AGREEMENT are reduced or eliminated prior to fees or donations being paid by DEVELOPER, the DEVELOPER shall receive the benefit of said reduction/elimination. 120 26 ARTICLE VIII GENERAL PROVISIONS A. Agricultural Use. The SUBJECT PROPERTY is currently utilized for agricultural purposes. The PARTIES hereby agree that notwithstanding the residential zoning and development contemplated by the AGREEMENT, the SUBJECT PROPERTY, or portions of the SUBJECT PROPERTY, may be utilized for agricultural purposes for the term of the AGREEMENT. B. Enforcement. The AGREEMENT, as modified by this AMENDMENT, shall be enforceable in any court of competent jurisdiction by any PARTY by an appropriate action at law or in equity to secure the performance of the covenants herein described. C. Conflicts. Except for the provisions of this AMENDMENT, all the terms, covenants and conditions of the AGREEMENT shall remain in full force and effect, and are not otherwise altered, amended, revised or changed. VILLAGE, OWNER, and DEVELOPER confirm and ratify the AGREEMENT and the actions taken pursuant to the AGREEMENT except to the extent expressly modified by this AMENDMENT. In the event of any conflict between this AMENDMENT and any other provision in the AGREEMENT or the ordinances of the VILLAGE, the provisions of this AMENDMENT shall prevail to the extent of any such conflict or inconsistency. D. Amendments. Amendment to the AGREEMENT shall not require the consent of all owners of any portion of the SUBJECT PROPERTY, but shall only require the consent of the owners of that portion of the SUBJECT PROPERTY for which the AGREEMENT is being amended. E. Invalidity and Severability. If any provision of this AMENDMENT is held invalid, the VILLAGE shall immediately make a good faith effort to take such action as may be necessary to readopt or reaffirm this AMENDMENT or any underlying resolution or ordinance in order to cure such invalidity. If after such actions by the VILLAGE any provision of this AMENDMENT is held invalid, the VILLAGE shall take all such actions as may be necessary to provide DEVELOPER the practical benefits and realize the intent of this AMENDMENT. Notwithstanding any determination that a specific section of this AMENDMENT is invalid, the remainder of the AMENDMENT shall remain in full force and effect. F. Counterparts. This AMENDMENT may be executed in counterparts, each of which shall be an original, and all of which counterparts taken together shall constitute one and the same Agreement. G. Moratorium on Construction. No moratorium on construction of new residential dwelling units in the VILLAGE shall be applicable to the SUBJECT PROPERTY for the term of the AGREEMENT. H. Force Majeure The failure of any PARTY to insist upon the strict and prompt performance of the terms, covenants, agreements and conditions herein contained, or any of them, upon any other PARTY imposed, shall not constitute or be construed as a waiver or relinquishment of any PARTY’S rights thereafter to enforce such term, covenant, agreement 121 27 or condition, but the same shall continue in full force and effect. If the performance of any covenant to be performed under this AGREEMENT by any PARTY is delayed as a result of circumstances which are beyond the reasonable control of such PARTY (including but not limited to, labor disputes, unusual delay in transportation, adverse weather conditions, material or labor shortages, work stoppages, riot, unavoidable casualties, delays caused by the failure to timely obtain inspections, permits or other approvals from an applicable governing body, government order or moratorium, natural disaster, the elements, pandemic or endemic or other acts of God), the time for such performance shall be extended by the amount of time of such delay. 122 28 SIGNATURE PAGE TO AMENDMENT TO ANNEXATION AGREEMENT THE VILLAGE OF PLAINFIELD, a municipal corporation By _______________________________ Its: Village President ATTEST: By _______________________________ Its: Village Clerk STATE OF ____________) ) COUNTY OF ____________) I, ________________, a Notary Public in and for said county, in the state aforesaid, do hereby certify that _____________________as___________________of____________________, and_____________________as___________________of____________________________, personally known to me to be the same persons whose names are subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that they signed and delivered the said instrument as their free and voluntary act, for the uses and purposes therein set forth. Given under my hand and official seal this ___ day of ___________ 2023. _____________________________ Notary Public - 123 29 OWNER Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777 By: Its: STATE OF ILLINOIS ) ) SS. COUNTY OF ) I, the undersigned, a Notary Public in and for the County and State aforesaid, DO HEREBY CERTIFY THAT of Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777, personally known to me to be the same person whose name is subscribed to the foregoing document, appeared before me this day in person and acknowledged to me that, as of Chicago Title Land Trust Company, as Successor Trustee under Trust Agreement dated December 29, 1978 and known as Trust Number 7-777, he/she was duly authorized and signed and delivered the foregoing document as his/her free and voluntary act for the uses and purpose therein set forth. Given under my hand and Notarial Seal as of this _____ day of ________, 20 . ____________________________________________ Notary Public My Commission expires: _________________________ 124 30 DEVELOPER CALATLANTIC GROUP, LLC, a Delaware limited liability company By:___________________________ Its:___________________________ STATE OF ____________) ) COUNTY OF ____________) I, ________________, a Notary Public in and for said county, in the state aforesaid, do hereby certify that__________________as__________________of_____________________, personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that he/she signed and delivered the said instrument as his/her free and voluntary act, for the uses and purposes therein set forth. Given under my hand and official seal this ___ day of ___________ 2023. _____________________________ Notary Public 125 31 EXHIBIT LIST: EXHIBIT C-1 Preliminary Development Plan EXHIBIT C-2 Preliminary Subdivision Plat EXHIBIT C-3 Preliminary Engineering EXHIBIT C-4 Preliminary Landscape Plan EXHIBIT C-5 Elevations EXHIBIT C-6 Signage Plan EXHIBIT C-7 Anti-Monotony Standards EXHIBIT C-8 Park District Letter EXHIBIT C-9 School District Letter 126 32 Exhibit D School Facilities Impact Fee Table – Unit School District (K-12) Number of Bedrooms Fee Detached Single Family Dwelling Units 2 bedrooms $796 3 bedrooms $4,233 4+ bedrooms $5,220 Attached Single Family Dwelling Units 2 bedrooms $943 3 bedrooms $1,575 4+ bedrooms $2,890 Apartments 1 bedroom $18 2 bedrooms $761 3+ bedrooms $2,160 127 33 Exhibit E Transition Fee Table – Unit School District (K-12) Number of Bedrooms Fee Detached Single-Family 1 Bedroom $0 2 Bedrooms $499 3 Bedrooms $2,615 4 Bedrooms $3,284 5+ Bedrooms $4,091 Attached Single-Family 1 Bedroom $0 2 Bedrooms $570 3 Bedrooms $1,001 4+ Bedrooms $1,822 Apartments Efficiency $0 1 Bedroom $11 2 Bedrooms $450 3+ Bedrooms $1,279 128 IL ROUTE 126 (LOCKPORT STREET)PRESIDENTIALAVENUEGENERAL DRIVEINDEPENDENCE DRIVELIBERTY GROVE BLVD.COLONIAL PKW Y MEADOW LANESOLDIER CT.WALLIN DRIVE WILL COUNTYA-1 ZONINGPATRIOT SQUARER-3 ZONINGSIXTEEN30APARTMENTSR-4 ZONINGFAIRFIELD RIDGER-3 ZONINGLIBERTY GROVER-1 ZONINGLIBERTY GROVER-1 ZONINGWHISPERING CREEKR-1 ZONINGWILL COUNTYI-1 ZONINGB-5 ZONINGLIBERTY GROVER-1 ZONINGB-3 ZONINGPRESIDENTIALAVENUECW AVERYFAMILY YMCA60'66'60'60'60'B-5 ZONINGSHARED-USE PATHSHARED-USE PATHOPEN SPACE±3.6 AC.NATURALIZEDDETENTIONANDAREHOMESITESNATURALIZEDDETENTIONOPEN SPACE±12.9 AC.NATURALIZEDDETENTIONOPEN SPACE±4.4 AC.NATURALIZEDDETENTIONPARK±3.5 AC.PARK±1.9 AC.19253047354070485071657584627065205851090161413COMMERCIAL±8.7 AC.SHARED-USE PATHRIGHT-IN / RIGHT-OUT ACCESSENTRY FEATUREENTRY FEATURES1510152025293035404445505557151317884MEDALLIONHOMESITES143060455350748065617075859011512213012026112±50' LANDSCAPE BUFFER±50' LANDSCAPE BUFFER±50' LANDSCAPE BUFFER151718121110976512259488185778036371081059510384360'15354095100125126FUTURE FULL ACCESSFOR COMMERCIAL1020455558601005660HOMESITESMEDALLIONESTATESMEDALLIONHOMESITESANDAREHOMESITES617580HOMESITESMEDALLIONESTATES5510511087B-5NORTHSCALE: 1"=400'800'400'200'0SITE DATAL:\Projects\LN21103\Acad\LN21103_A16_01CP.dwgGARY R. WEBERASSOCIATES, INC.LAND PLANNINGECOLOGICAL CONSULTINGLANDSCAPE ARCHITECTUREWWW.GRWAINC.COM1700 EAST GOLF ROAD, SUITE 1100SCHAUMBURG, ILLINOIS 60173PHONE: 224-293-3100 FAX: 224-293-3101PLAINFIELD, ILLINOISCONCEPT PLAN4/17/2023MEDALLION S.F. TYPICAL LOT DETAILSCALE: 1"=100'ANDARE S.F. TYPICAL LOT DETAILSCALE: 1"=100'TOWNHOME TYPICAL LOT DETAILSCALE: 1"=100'MEDALLION ESTATE S.F. TYPICALSCALE: 1"=100'LOT DETAIL129 LOCKPORT STREET SUBJECT PROPERTY WALLIN DRIVEMEADOW LANEW. 143RD STREET S. VAN D Y KE R O A D S. STEINER ROADWALLIN OAKS ELEMENTARY SCHOOL RICHARD IRA JONES MIDDLE SCHOOL LINCOLN ELEMENTARY SCHOOL DuPAGE RIVER(IL. ROUTE 126)INDIAN BOUNDARY LI NE RO AD CONSULTANTS: DESCRIPTION INDEX OF SHEETS SHEET NO. PUD 1.0 COVER SHEET PUD 1.1 OVERALL PUD PLAN PUD 1.2 PUD PLAN PUD 1.3 PUD PLAN LOCATION MAP SCALE: 1"=800' LANDSCAPE ARCHITECT: GARY R. WEBER ASSOCIATES, INC 402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 CIVIL ENGINEER: CAGE CIVIL ENGINEERING 3110 WOODCREEK DRIVE DOWNERS GROVE, ILLINOIS 60515 Preliminary PUD Plan KELLER FARM Plainfield, Illinois July 21, 2023 130 WALLIN DRIVECOLONIAL PKWYOUTLOT A 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 93 115 116 117 118 119 120 121 122 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 589 SOLDIER CT ILLINOIS ROUTE 126 ILLINOIS ROUTE 126 INDI A N B O UNDAR Y LINE RD PRESIDENTIALAVE LIBERTY GROVEBLVD 302 303 304 158 254 252 253 164 162 161 160 159 156 157 154 155 60 837879808182 6962 7063 71646566676861 75 76 77 86 87 85 84 1025 72 73 74 128 127 126 125 124 123 122129 89 90 91 92 93 88 118 117 121 120 119 106 139 508 242 241 320 312 319 311 318 317 316 315 314 321 313 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 501 168 165 166 502 180 210 506 153 152 151 150 503 163 507 147 148 149 500 41 130 31 22 14 6 504 21 13 5 28 20 12 4 27 19 11 3 26 18 10 2 25 17 9 24 16 8 23 15 7 1018 10191016101710141015 1020 1024 1023 1021 10271026 1028 10311030 1029 4546 4344 42 144 145 146142143141140137138 505 29 30 34 32 33 38 3536373940 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 135 131 132 133 134 136 296 295 294 293 292 291 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 306 307 308 309 301 300 299 298 297 54 59 53 58 52 57 51 56 50 49 55 48 47 116105 179 203 197 211 204 273 280 305 1 218 281 510 1022 512 509 515 511 322 310 513 MATHER DRIVE MARKS WAY DISHMAN STREETDYER LANEDYER LANEMATHER DRIVESENITT STREETHENEBRY LANEHENEBRY LANEHENEBRY LANEHENEBRY LANE SOLDIER COURT DARR DRIVEDARR DRIVEHENEBRY LANE HARMS ROADHARMS ROAD LIBERTY GROVE BLVD. LIBERTY G R O V E BLVD.DYER LANEDYER LANEDYER LANEWILL COUNTY A-1 ZONING PATRIOT SQUARE R-3 ZONING SIXTEEN30 APARTMENTS R-4 ZONING FAIRFIELD RIDGE R-3 ZONING LIBERTY GROVE R-1 ZONING LIBERTY GROVE R-1 ZONING WHISPERING CREEK R-1 ZONING WILL COUNTY I-1 ZONING B-5 ZONING LIBERTY GROVE R-1 ZONING B-3 ZONING CW AVERY FAMILY YMCA B-5 ZONING COMMERCIAL B-5 SHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY OVERALL PUD PLANPUD 1.1KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREET SUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVIL ENGINEERING 3110 WOODCREEK DRIVE DOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow. before you dig.Call R 0 100'200'400'600' SCALE: 1"=200'NORTH DESIGN STANDARDS MEDALLION S.F. TYPICAL LOT DETAIL SCALE: 1"=40' ANDARE S.F. TYPICAL LOT DETAIL SCALE: 1"=40' MEDALLION ESTATE S.F. TYPICAL SCALE: 1"=40' LOT DETAIL TOWNHOME TYPICAL LAYOUT SCALE: 1"=40' SHEET PUD 1.2 SHEET PUD 1.3 SITE DATA TOWNHOME FLOOR AREA TABLE 131 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 589 158 254 252 253 164 162 161 160 159 242 241 320 321 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 501 168 165 166 502 180 210 503 163 500 22 14 6 504 21 13 5 28 20 12 4 27 19 11 3 26 18 10 2 25 17 9 24 16 8 23 15 7 291 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 179 203 197 211 204 273 280 1 218 281 322 MATHER DRIVE MARKS WAY DISHMAN STREETDYER LANEDYER LANEMATHER DRIVESENITT STREETHENEBRY LANELIBERTY GROVE BLVD. LIBERT Y G R O V E BLVD.DYER LANEA-1 ZONING PATRIOT SQUARE SUBDIVISION R-3 ZONING SIXTEEN30 APARTMENTS R-4 ZONING LIBERTY GROVE SUBDIVISION R-1 ZONING DEDICATED PARK 3.54 AC. PRESIDENTIAL AVE WALLIN DRIVEOUTLOT A 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 93 115 116 117 118 119 120 121 122 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 589 302 303 304 158 254 252 253 164 162 161 160 159 156 157 154 155 60 8378798081826962706371646566676861 75 76 77 86 87 85 84 1025 72 73 74 128 127 126 125 124 123 122129 89 90 91 92 93 88 118 117 121 120 119 106 139 508 242 241 320 312 319 311 318 317 316 315 314 321 313 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 501 168 165 166 502 180 210 506 153 152 151 150 503 163 507 147 148 149 500 41 130 31 22 14 6 504 21 13 5 28 20 12 4 27 19 11 3 26 18 10 2 25 17 9 24 16 8 23 15 7 1018 10191016101710141015 1020 1024 1023 1021 10271026 1028 10311030 1029 4546 4344 42 144 145 146142143141140137138 505 29 30 34 32 33 38 3536373940 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 135 131 132 133 134 136 296 295 294 293 292 291 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 306 307 308 309 301 300 299 298 297 54 59 53 58 52 57 51 56 50 49 55 48 47 116105 179 203 197 211 204 273 280 305 1 218 281 510 1022 512 509 515 511 322 310 513 MATHER DRIVE MARKS WAY DISHMAN STREETDYER LANEDYER LANEMATHER DRIVESENITT STREETHENEBRY LANEHENEBRY LANEHENEBRY LANEHENEBRY LANE SOLDIER COURT DARR DRIVEDARR DRIVEHENEBRY LANE HARMS ROADHARMS ROAD LIBERTY GROVE BLVD. LIBERTY G R O V E BLVD.DYER LANEDYER LANEDYER LANESHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY PUD PLAN DETAILSPUD 1.2KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREET SUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVIL ENGINEERING 3110 WOODCREEK DRIVE DOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow. before you dig.Call R 0 50'100'200'300' SCALE: 1"=100'NORTH MAT C H LI N E - SEE SH E E T 1 . 3 0 150'300'600'900' SCALE: 1"=300'NORTH SINGLE FAMILY PRODUCT TYPE KEY MEDALLION ESTATE SINGLE FAMILY MEDALLION SINGLE FAMILY ANDARE SINGLE FAMILY 132 OUTLOT A 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 93 115 116 117 118 119 120 121 122 130 131 132 133 134 135 136 137 138 139 140 141 302 303 304 158 164 162 161 160 159 156 157 154 155 60 837879808182 6962 7063 71646566676861 75 76 77 86 87 85 84 1025 72 73 74 128 127 126 125 124 123 122129 89 90 91 92 93 88 118 117 121 120 119 106 139 508 320 312 319 311 318 317 316 315 314 321 313 514 165 166 502 506 153 152 151 150 503 163 507 147 148 149 41 130 31 504 28 27 26 25 1018 10191016101710141015 1020 1024 1023 1021 10271026 1028 10311030 1029 4546 4344 42 144 145 146142143141140137138 505 29 30 34 32 33 38 3536373940 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 135 131 132 133 134 136 296 295 294 293 292 291 167 306 307 308 309 301 300 299 298 297 54 59 53 58 52 57 51 56 50 49 55 48 47 116 105 305 510 1022 512 509 515 511 322 310 513HENEBRY LANEHENEBRY LANEHENEBRY LANE SOLDIER COURT DARR DRIVEDARR DRIVEHENEBRY LANE HARMS ROADHARMS ROAD LIBERTY GROVE BLVD. LIBERT Y G R O V E BLVD.DYER LANEDYER LANEFAIRFIELD RIDGE SUBDIVISION R-3 ZONING R-1 ZONING B-5 ZONING LIBERTY GROVE SUBDIVISION R-1 ZONING B-5 ZONINGCOMMERCIAL B-5 DEDICATED PARK 1.95 AC. 8.78 AC.WALLIN DRIVECOLONIAL PKWYSOLDIER CT ILLINOIS ROUTE 126 BOUNDARYLINE RDINDIAN LIBERTY GROVE SUBDIVISION R-1 ZONING LIBERTY GROVE BOULEVARD LOCKPORT STREET SHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY PUD PLAN DETAILSPUD 1.3KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREET SUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVIL ENGINEERING 3110 WOODCREEK DRIVE DOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow. before you dig.Call R 0 50'100'200'300' SCALE: 1"=100'NORTH MAT C H LI N E - SEE S H E E T 1 . 2 133 CA CA CA CA CA GGGGTTTTTTWWETTTTTTTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T CA CA CA CA CA CA CA CA E E E E E E ETCA CA E EFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOTSFOFOOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHFOFOOHOHOH OHOHTS TSTS E TS TSEEEE EETS TS TS OHEES SUNSUBDIVIDEDLIBERTY GROVE UNIT 3 LI B E R T Y G R O V E U N I T 2 LIBERTY GROVE UNIT 8 RESUB LIBERTY GROVE UNIT 2LIBERTY GROVE UNIT 3 50350050650250550451150951051450850750151314614514412212312125116359585760105104106107108109110111112113114115103102101100999897969511694152148293332303134383940413536375556515253545049484746444542431431421411401371361351341331321301291281271261171181191201251246162636465686970747372717576797877808182838485868788929190899330330030130231431531731831632032132231931331230730930829629529429315715615516716816917217319017617417518718918818618517717817918418318216616515915816016116216428272625242322212019181716151413121110987654321286285284283290289288287265263264262261260259258257256199191194195196203202201200279278277276275280274270271272273268269206208217207216210215214213209255252253254250249246248247244245241240239238237236235234233229230228227222223224225226218221151153150147299304307309308296295294293298297154WALLIN DRIVE WALLIN DRIVEILLINOIS ROUTE 126(LOCKPORT STREET)CH=S86°25'10"W520.81'R=21425.90'L=520.82'S85° 43' 23"W155.28'S 01°34'47" E 601.93'S41° 16' 40"W45.54'N88° 25' 13"E24.43'CH=S 0 3°2 9 '2 0 "E 509.02' R =7 6 3 8.8 6 'L=5 0 9.11'S01° 34' 47"E42.60'S88° 55' 58"W10.18'S 01°44'14" E 2653.67'N 88°40'41" E 1292.35'N 01°42'32" W 2647.90'N 88°55'58" E 1163.92'N 01°41'48" W 1262.44'S 88°18'12" W 1297.22'S 87°43'21" W 482.86'S02° 53' 03"E19.88'1311391381491701711811802822811931921981972052042122112192202312322432422672662922913113103063056667102010191018102110221023101710161015101410241025102710291028103110301026512515SINGLE-FAMILY LOTS 29-33 & 131-153& 235-290N.T.S.MEDALLIAN LOTSSINGLE-FAMILY LOTS 55-130 &291-322.N.T.S.ANDARE AGE - TARGETTEDSINGLE-FAMILY LOTS 1-28 & 34-54 &154-234N.T.S.MEDALLIAN ESTATE LOTSCURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOF1" = ' (HORIZONTAL)''1603201600AREA TABLELOCATION MAPSITELEGAL DESCRIPTIONSURVEYOR'S NOTESREVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231611" = 160'TYPICAL LOT DETAILSBENCHMARKSLEGENDWWGESHEET INDEX134 21922422322222122020721121021220921320821420521520621619819920020120219519419319219719623456789101112WWWWWWWW2182172042031911SWWWWWWWW500PRESIDENTIAL AVENUEPRESIDENTIAL AVENUECH=S22°45'41"E114.95'R=160.00'L=117.58'S 01°42'32" E 696.26'MARKS WAYMARKS WAYDISHMAN STREET DISHMAN STREET MATHER DRIVEDYER LANEDYER LANE S 88°17'28" W 782.00'N 01°42'32" W 254.00'S 88°17'28" W 542.00'S 01°42'32" E 254.00'N 88°17'28" E 542.00'N 01°42'32" W 154.00'CH=N46°42'32"W141.42'R=100.00'L=157.08'S 88°17'28" W 442.00'S 01°42'32" E 254.00'N 88°17'28" E 542.00'N 88°17'28" E 154.00'CH=S78°34'06"E72.75'R=160.00'L=73.39'N3 5 ° 2 2 ' 4 5 " E 14. 8 0 ' .61' 3'N 88°17'28" E 388.00'"W 101.77' =103.57' S3 5 ° 2 2 ' 4 5 " W 14 . 8 0 'N 88°17'28" E 542.00'UNSUBDIVIDEDLIBERTY GROVE UNIT 3 LIBERTY GROVE UNIT 3LOT 153LOT 154LOT 155LOT 156LOT 157LOT 158LOT 159LOT 160LOT 161LOT 162LOT 163LOT 16496.00'71.00'71.00'71.00'71.00'91.00'94.50'75.00'75.00'75.00'75.00'122.50'N 88°40'41" E 715.66'N 88°40'41" E 128.00'PRESIDENTIAL AVENUEN 88°40'41" E 1292.35'71.00' 71.00'127.00'71.00'71.00'71.00'N 01°42'32" W 127.00'71.00'71.00'N 01°42'32" W 127.00'71.00'71.00'N 01°42'32" W 127.00'71.00'71.00'71.00'N 01°42'32" W 127.00'71.00'N 01°42'32" W 127.00'71.00'91.00'N 01°42'32" W 127.00'91.00'127.00' 127.00'93.50'71.00'S 01°42'32" E 127.00'71.00'S 01°42'32" E 127.00'71.00'S 01°42'32" E 127.00'71.00'S 01°42'32" E 127.00'71.00'S 01°42'32" E 127.00'93.50'S 01°42'32" E 127.00' 127.00'93.50'93.50'N 01°42'32" W 127.00'71.00'N 01°42'32" W 127.00'71.00'71.00'71.00'N 01°42'32" W 127.00' N 01°42'32" W 127.00'71.00'71.00'71.00'N 01°42'32" W 127.00'71.00'71.00'71.00'N 01°42'32" W 127.00' N 01°42'32" W 127.00'93.50'127.00'93.50'96.00'127.00'71.00'S 01°42'32" E 127.00'71.00'S 01°42'32" E 127.00'71.00'S 01°42'32" E 127.00'71.00'S 01°42'32" E 127.00'71.00'S 01°42'32" E 127.00'91.00'S 01°42'32" E 127.00' 127.00'94.50'127.00'75.00'N 01°42'32" W 127.00'75.00'N 01°42'32" W 127.00'75.00'N 01°42'32" W 127.00'75.00'N 01°42'32" W 127.00'47.50'N 01°42'32" W 127.00' 27.00'L=157.08'27.00'127.00'11.74'71.00' L=68.44'L=78.47'71.00'N 88°17'28" E167.45'3.06'71.00'N 88°17'28" E132.76'L=3 9 .11'32.28'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00'S 88°17'28" W128.00'71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'96.85'N 88°17'28" E128.00'95.98'N 88°17'28" E 542.00'71.00'71.00'71.00'71.00'71.00'93.50'52.64'N 88°40'41" E 128.00'156.22'N 01°42'32" W 127.00' S 01°42'32" E 127.00'N 88°17'28" E 517.00'N 01°42'32" W 167.85' N 01°42'32" W 127.00'93.50'L=157.08'71.00'' 14. 8 0 ' S 01°42'32" E 40.85' 53.05'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231621" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOF''1" = ' (HORIZONTAL)4080400AREA TABLESEE SHEET 3SEE SHEET 4135 224223225226227230229228231232233234235236237238239211210212209267266271270269268278279280274275276277198195197196240WWWW500272273T T T T T T T T T T T T T T CA CA CA CA CA CA CA CA CA CA CA OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOHOHOHOHOHWWWWMATHER DRIVE PRESIDENTIAL AVENUEMARKS WAYDISHMAN STREET DISHMAN STREET DYER LANEMATHER DRIVEMATHER DRIVE S 88°17'28" W 782.00'CH=N46°42'32"W183.85'R=130.00'L=204.20'N 01°42'32" W 462.08' CH=N19°38'13"E 116.48' R=160.00'L=119.22' N 4 0 ° 5 8 ' 5 8 " E 6 . 8 1 ' N 01°42'32" W 568.00'S 88°17'28" W 100.00'CH=N74°28'11"W124.47'R=210.00'L=126.37'S 4 0 ° 5 8 ' 5 8 "W 6. 8 1 ' C H=S19°38'13"W 72.80' R=100.00'L=74.51' S 01°42'32" E 462.08'CH=S46°42'32"E98.99'R=70.00'L=109.96'N 88°17'28" E 180.00'S 01°42'32" E 254.00' S 01°42'32" E 254.00'N 88°17'28" E 388.00'CH=S46°R=150.00'UNSUBDIVIDED91.00'94.50'75.00'CH=S86°04'24"E58.18'R=318.00'L=58.26'N 88°40'41" E 715.66'WALLIN DRIVE WALLIN DRIVEN 88°40'41" E 1292.35'127.00'L=25.06'88.00'65.00'N 88°17'28" E125.00'65.00'N 88°17'28" E125.00'65.00'N 88°17'28" E125.00'65.00'N 88°17'28" E125.00'65.00'N 88°17'28" E125.00'65.00'N 88°17'28" E125.00'125.00'90.00'N 88°17'28" E125.00'55.00'40.00'74.00'S 88°17'28" W125.00'74.00'S 88°17'28" W125.00'74.00'S 88°17'28" W125.00'74.00'S 88°17'28" W125.00'74.00'S 88°17'28" W125.00'52.08'S 88°17'28" W125.00'89.49'L=101.31'65.00'L=70.61'39.78'L=3.11'N 88°17'28" E170.08'65.00' L=67.39' 65.00' 14.08'L=51.83'N 88°17'28" E133.32'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'69.17' L=5.69 '58.00'N 88°17'28" E125.00'L =5 3 .1 8 'N 85°47'01" E125.24'94.46'17.56'L=53.18'N 62 °20 '39 " E139.78 '107.63'L=53.18'N 3 8 ° 5 4 ' 1 6 " E 12 5 . 7 5 '43.61'63.17'49.40'17.36'L=38.97'N 15°2 7 ' 5 4 " E 125.00 '45.28'65.00'65.00'N 01°42'32" W 127.00'65.00'65.00'N 01°42'32" W 127.00'65.00'N 01°42'32" W 127.00'65.00'71.00'71.00'71.00'N 01°42'32" W 127.00'71.00'N 01°42'32" W 127.00'71.00'S 01°42'32" E 127.00'93.50'S 01°42'32" E 127.00' 127.00'93.50'93.50'N 01°42'32" W 127.00'71.00'N 01°42'32" W 127.00'71.00'N 01°42'32" W 127.00'71.00'S 01°42'32" E 127.00'91.00'S 01°42'32" E 127.00' 127.00'94.50'127.00'75.00'N 01°42'32" W 127.00' N 01°42'32" W 127.00' N 01°42'32" W 569.49'71.00'52.64'156.22'90.00'65.00'65.00'65.00'65.00'65.00'65.00' 74.00'74.00'74.00'74.00'74.00'85.00' S 01°42'32" E 1328.89'S 46°42'32" E 168.79'S 74°32'06" E 108.45'N 88°17'28" E 244.40'N 01°42'32" W 127.00' S 01°42'32" E 127.00'N88° 40' 41"E141.18'S80° 49' 28"E103.37'CH=S86°04'24"E69.89'R=382.00'L=69.99'93.50'71.00'89.49' L=74.51'L=74.51'L=109.96'L=109.96'48.7'48.7'53.05'83.60'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231631" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 5SEE SHEET 2 ''1" = ' (HORIZONTAL)4080400AREA TABLE136 198199200201202195194193192197196285286287288289282290283284910111213141516171819202122180181182178177176175183184186187185173172174188189171170WWWWWW203191179281WWWWWW501CH=S22°45'41"E114.95'R=160.00'L=117.58'DISHMAN STREET HENEBRY LANE HENEBRY LANE HENEBRY LANE SENNITT STREET SENNITT STREET DYER LANEN 01°42'32" W 154.00'CH=N46°42'32"W141.42'R=100.00'L=157.08'S 88°17'28" W 442.00'S 01°42'32" E 254.00' S 01°42'32" E 838.37'N 88°17'28" E 154.00'CH=S78°34'06"E72.75'R=160.00'L=73.39'N3 5 ° 2 2 ' 4 5 " E 14 . 8 0 ' CH=N 16°50'06"E63.61' R=100.00'L=64.73' N 01°42'32" W 856.19'N 88°17'28" E 388.00'N 01°42'32" W 838.37' S 01°42'32" E 856.19' CH=S 16°50'06"W 101.77' R=160.00'L=103.57' S3 5 ° 2 2 ' 4 5 " W 14 . 8 0 'N 88°17'28" E 542.00'N 01°42'32" W 817.48' LIBERTY GROVE UNIT 3 LIBERTY GROVE UNIT 3LOT 147LOT 146LOT 145LOT 144LOT 148LOT 149LOT 150LOT 151LOT 152LOT 153LOT 154LOT 155LOT 15696.00'71.00'71.00'71.00'71.00'91.00'94.50'75.00'75.00'75.00'75.00'122.50'75.00'75.00'75.00'75.00'75.00'75.00'75.00'75.00'75.51' 71.00'71.00'71.00'71.00'71.00'71.00'71.00'71.00'71.00' N 01°42'32" W 2647.90' 71.00' 71.00'127.00'71.00' 71.00'N 88°17'28" E127.00'71.00' 71.00'N 88°17'28" E127.00'71.00' 71.00'N 88°17'28" E127.00'71.00' 71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00' 71.00'N 88°17'28" E127.00'71.00'71.00' 71.00'N 88°17'28" E127.00'71.00' 71.00'N 88°17'28" E127.00'91.00'N 88°17'28" E127.00'91.00'127.00'127.00' S 01°42'32" E 127.00' S 01°42'32" E 127.00' S 01°42'32" E 127.00' S 01°42'32" E 127.00' S 01°42'32" E 127.00' S 01°42'32" E 127.00' 127.00'94.50'127.00'75.00'N 01°42'32" W 127.00'75.00'N 01°42'32" W 127.00'75.00'N 01°42'32" W 127.00'75.00'N 01°42'32" W 127.00'47.50'N 01°42'32" W 127.00' 27.00'L=157.08'71.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'S 88°17'28" W127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'27.00'54.65'N 88°17'28" E127.00'93.50' 93.50'127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.51'S 88°17'28" W127.00'71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00'N 88°17'28" E128.00'36.15'L=35.13'11.74'71.00'N 88°17'28" E131.84'L=68.44'L=78.47'71.00'N 88°17'28" E167.45'3.06'71.00'N 88°17'28" E132.76'L =39.11'32.28'71.00' 71.00'N 88°17'28" E128.00'N 88°17'28" E128.00'156.22'N 01°42'32" W 730.00'N 88°17'28" E 379.05'L=157.08'71.00'87.72' L=64.73' 14. 8 0 ' L=64.73'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231641" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 2SEE SHEET 6SEE SHEET 5 ''1" = ' (HORIZONTAL)4080400AREA TABLE137 237238239243242241245246244247248252251250267266268278279280198195197196254255256257258259260262261263264265285286287288289282290283284240249501WWW281T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CA CA CA CA CA CA CA CA CA CA CA EOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH EEWWW501DISHMAN STREET DYE R L A N E DYER LANEMATHER DRIVE DYER LANE CH=N21°15'23"W140.53'R=210.00'L=143.29'N 01°42'32" W 447.27'CH=N 06°47'22"E 97.54' R=330.00'L=97.90' N 15°1 7 ' 1 7 " E 1 2 1 . 6 4 ' CH=N19°38'13"E 116.48' R=160.00'L=119.22' N 4 0 ° 5 8 ' 5 8 " E 6 . 8 1 'S 88°17'28" W 100.00'CH=N74°28'11"W124.47'R=210.00'L=126.37'S 4 0 ° 5 8 ' 5 8 " W 6. 8 1 ' C H=S19°38'13"W 72.80' R=100.00'L=74.51' S 01°42'32" E 254.00'N 88°17'28" E 388.00'S 15°1 7 ' 1 7 " W 1 2 1 . 6 4 ' CH=S 06°47'22"W 79.80'R=270.00'L=80.10' S 01°42'32" E 447.27'CH=S46°42'32"E212.13'R=150.00'L=235.62'91.00'94.50'75.00'S 88°17'28" W 252.05'S 01°42'32" E 125.00'N 88°17'28" E 65.00'S 01°42'32" E 452.27' N 12°57' 5 9 " E 5 9 . 0 0 ' N 15°1 7 ' 1 7 " E 6 5 . 0 0 'S 74°42'43" E 125.00'WALLIN DRIVE WALLIN DRIVE S 01°44'14" E 2653.67' 71.00'127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'N 88°17'28" E127.00'91.00'127.00'L=25.06'88.00'65.00'N 88°17'28" E125.00'65.00'N 88°17'28" E125.00'74.00'74.00'S 88°17'28" W125.00'52.08'S 88°17'28" W125.00'89.49'L=101.31'65.00'L=70.61'39.78'S 01°42'32" E 125.00' 8.49'L=165.01'S 2 5 ° 1 5 ' 4 4 " W 125 . 0 0 ' 65.00'S 88°17'28" W125.00'65.00'65.00' 65.00'S 88°17'28" W125.00'65.00' 65.00'S 88°17'28" W125.00'65.00' 65.00'S 88°17'28" W125.00'65.00' 65.00'S 88°17'28" W125.00'65.00' 65.00'S 88°17'28" W125.00'S 88°17'28" W125.00'62.27' L=25.05'48.78' 29.46' L=55.05'N 86°23'38" W124.37'65.00'N 74°42'43" W125.00'65.00' L=31.04' 31.17'S 74°42'43" E125.00'74.09' 58.07' L=59.66'S 80°06'02" E127.02'25.07'L=7.19'N 89°32'25" E125.11'67.07' 57.15' 65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'65.12' 65.12'N 88°17'28" E125.00'L=6 6 .0 9 'N 88°17'28" E125.00'65.00'L=74.10'N 88°17'28" E135.31'65.00'L=3.11'N 88°17'28" E170.08'65.00' L=67.39' 65.00' 14.08'L=51.83'N 88°17'28" E133.32'65.00' 65.00'N 88°17'28" E125.00'65.00' 65.00'N 88°17'28" E125.00'N 88°17'28" E125.00'S 01°42'32" E 127.00' S 01°42'32" E 127.00' 127.00'94.50'127.00'75.00'N 01°42'32" W 127.00' 127.00' N 01°42'32" W 569.49' S 01°42'20" E 1771.73'156.22'65.00'65.00' 74.00'74.00' S 15°1 7 ' 1 7 " W 1 6 4 . 1 6 ' S 01°42'32" E 1328.89' N 01°42'32" W 730.00'S88° 39' 51"E51.19'S25° 38' 57"E33.67'N 88°17'28" E 379.05'71.00'89.49' L=74.51'L=74.51'48.7'48.7'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231651" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 3SEE SHEET 7SEE SHEET 4 ''1" = ' (HORIZONTAL)4080400AREA TABLE138 28728828929019202122232425262728164162161160158159165166186187173172188189171170190169168155156157154153WWWWW50450250316350529167SWWWWWCH=S46°42'32"E134.35'R=95.00'L=149.23'N 88°08'16" E 2.32'SENNITT STREET HENEBRY LANE L I B E R T Y G R O V E B O U L E V A R DLIBERTY GROVEBOULEVARDHENEBRY LANE SENNITT STREET N40° 07' 20"W6.78'CH=S67°12'55"W36.40'R=160.00'L=36.47'S 73°44 '46" W 123 .25 'CH = S 3 6°01'07" W 122.38' R = 1 0 0.0 0' L=131.69' N 01°42'32" W 856.19' C H =N 2 0 °5 4 '5 6 "W 65.80' R =1 0 0 .0 0 'L =6 7.0 4'CH= N 3 6°01'07" E 195.81' R =160.00' L=210.71'N 73°44 '46" E 123.25 ' CH=N36°01'06" E 1 2 2. 3 8 ' R=100.00' L = 1 3 1.6 9 ' N 01°42'32" W 41.73'CH=N46°42'32"W134.35'R=95.00'L=149.23'S 88°17'28" W 125.52'CH=S70°27'54"W224.70'R=367.00'L=228.36' S 5 2 ° 3 8 ' 2 1 "W 1 4 1 . 7 6 'N 5 2 ° 3 8 ' 2 1 " E 1 4 1 . 7 6 'CH=N63°42'56"E166.38'R=433.00'L=167.42'CH=N81°32'30"E101.78'R=433.00'L=102.01'N 88°17'28" E 120.52'CH=N 43°17'2 8 " E 1 41 . 4 2' R=100.00' L = 1 5 7 . 0 8 'N88° 17' 28"E33.00'S40° 07' 20"E6.78'CH=S20°54'56"E105.27'R=160.00'L=107.27'S 01°42'32" E 856.19'S88° 17' 28"W33.00'CH=S4 3 ° 1 7'2 8" W 134.35'R= 9 5 . 0 0 'L =14 9.23' S 01°42'32" E 41.73'CH=S 18°40'51"W111.49' R=160.00'L=113.88' N 01°42'32" W 817.48' LIBERTY GROVE UNIT 2 LIBERTY GROVE UNIT 3 LIBERTY GROVE UNIT 3 LOT 135LOT 136LOT 146LOT 145LOT 144LOT 143LOT 142LOT 141LOT 140LOT 139LOT 138LOT 13775.00'75.00'75.00'75.51'48.47' 68.26'71.00'71.00'71.00'71.00' 4 5 . 9 3 'N 80°25'04" E 65.82 'N 76°43'33" E 62.37'N 76°43'33" E 95 .19'27.15'N 76°43'33" E 59.97 'S 88°17'28" W 252.05'S 01°42'32" E 94.00' S 01°42'32" E 95.00' N 09°29'48" E 36.99'N 88°17'28" E127.38'S 63 °00 '54 " W 43 .23 'N 51°07'55" W 35.81'N 51°07'55" W 127.00'N 88°17'28" E 125.00'LIBERTY GROVEBOULEVARDN 01°42'32" W 2647.90' 71.00' 71.00'127.00'71.00' 71.00'N 88°17'28" E127.00'71.00' 71.00'N 88°17'28" E127.00'71.00' 71.00'N 88°17'28" E127.00'80.38'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'S 88°17'28" W127.00'71.00'N 88°17'28" E127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.00'S 88°17'28" W127.00'75.51'S 88°17'28" W127.00'L=65.85'69.36'S 88°17'28" W127.00'69.16 'L=6 5 . 8 5 'N 53°58'53" W134.14'48.27'54.08' N 16°15' 1 4 " W 127.00'80.27'82.16' L = 6 0 .1 4'N 29°35'42" W139.62'L=37.26'26.97 '96.27' N 16°15' 1 4 " W 126.47' 41.73'N 30°51'27" W122.80'L=131.6 9'127.38'L=144.22'32.51'0.06'36.99'S 01°42'32" E 90.00'72.39'L=68.66'0.99'S 01°42'32" E 135.30'20.63'S 12°25'40 " E 144.05'L=96.79'S 27°32'17" E136.98'L=62 . 9 2' 2 4 . 8 3 ' 6 4 . 0 7 'S 37°21'39" E140.00'7 1 . 0 0 'L=66. 4 6'L=66.46'86.68'N 28°24'00" W133.92'N 19°36 ' 1 9 " W 127.36'L=66.46' N 10°48'37" W 134.14'L=66.46'127.01' 65.00' 65.00' 70.00' 69.00'N 88°17'28" E127.99'L=30.45' 72.00'N 88°17'28" E128.00'41.73'N 88°17'28" E130.89'L=80.50' 72.00'N 88°17'28" E164.95'L=2.93'6.78'L=72.02'72.00'72.00'N 88°17'28" E131.87'L=3 5 .2 5 '0.00'37.04' 72.00'N 88°17'28" E128.00'72.00' 72.00'N 88°17'28" E128.00'72.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00' 71.00'N 88°17'28" E128.00'71.00'86.71 ' N 02°00'56" W 127.01'S 88°17'28" W 86.71'S 70°19 '21" W 173 .39 'S 5 2 ° 3 8 ' 2 1 " W 8 6 . 6 8 'S 37°11'41" E 127.00'L=144.22'L=5.00'18.12'32.51'CH=N18°34'46"E 110.96' R=160.00'L=113.31'108.37'N80° 25' 04"E0.99'S80° 25' 04"W1.06'L=1.25'N 88°17'28" E 379.05'N 63°00'54" E28.95'N 5 2 ° 5 7 ' 2 5 " E 6 4 . 0 7 '65.76'L=36.47'502REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231661" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 5SEE SHEET 10SEE SHEET 7 ''1" = ' (HORIZONTAL)4080400AREA TABLE139 248252251250254255256257287288289290158159156157291249WW50225315000293292514322321320319318317T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHWW506501CH=N 04°10'06"W 3 2.8 4 'R=380.00'L=32.8 5 'N 88°17'28" E 64.45'DYER LANE DYE R L A N E L I B E R T Y G R O V E B O U L E V A R D LIBERTY GROVEBOULEVARDCH=N83°03'43"E46.48'R=255.00'L=46.54'CH=N 35°35'3 9 "E 1 2 1 .00 ' R=90.0 0' L = 1 3 2 . 7 0 ' CH=N 06°47'22"E 97.54' R=330.00'L=97.90' N 15°1 7 ' 1 7 " E 1 2 1 . 6 4 ' CH=N 05°45'24"E 89.42' R=270.00'L=89.83'CH=N54°46'28"W108.80'R=70.00'L=124.62'CH=S81°15'30"W84.48'R=345.00'L=84.69'S 88°17'28" W 64.45'24.70'8.36'S5 2 ° 3 8 ' 2 1 "W 1 4 1 . 7 6 'CH=S63°16'49"W159.91'R=433.00'L=160.84'S73° 55' 17"W15.23'CH = S 3 3°3 2'22" W 142.53' R = 110.00' L=155.05'CH=S 04°13'23"W 126.67'R=330.00'L=127.46' S 15°1 7 ' 1 7 " W 1 2 1 . 6 4 ' CH=S 06°47'22"W 79.80'R=270.00'L=80.10' S01° 41' 31"E 647.63'CH=S53°53'07"E134.31'R=85.00'L=154.86'N73° 55' 17"E26.83 'CH=N63°16'49"E135.54'R=367.00'L=136.32'N 5 2 ° 3 8 ' 2 1 " E 1 4 1 . 7 6 'CH=N63°42'56"E166.38'R=433.00'L=167.42' 4 5 . 9 3 'S 88°17'28" W 252.05'N 12°57' 5 9 " E 5 9 . 0 0 ' N 15°1 7 ' 1 7 " E 6 5 . 0 0 'S 74°42'43" E 125.00'S 63 °00 '54 " W 43 .23 'N 51°07'55" W 35.81'WALLIN DRIVE 63.00' 63.00'N 88°17'28" E125.07'63.00' 63.00'N 88°17'28" E125.08'63.00' 63.00'N 88°17'28" E125.10'172.62' 71.00'127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'71.00'N 88°17'28" E127.00'65.00' 65.00'S 88°17'28" W125.00'S 88°17'28" W125.00'62.27' L=25.05'48.78' 29.46' L=55.05'N 86°23'38" W124.37'65.00'N 74°42'43" W125.00'25.47' L=61.28' 65.00' 65.00'S 74°42'43" E125.00'L=31.04' 31.17'S 74°42'43" E125.00'74.09' 58.07' L=59.66'S 80°06'02" E127.02'25.07'L=7.19'N 89°32'25" E125.11'67.07' 57.15' 65.00' 65.00'N 88°17'28" E125.00'S 27°32'17" EL=62.92 ' 2 4 . 8 3 'S 37°21'39" E140.00'7 1 . 0 0 'L=66 .46 'L=66.46'86.68 'N 28°24'00" W133.92'N 19°36' 1 9 " W 127.36'86.71 'S 70°19'21" W 173 .39 ' S 5 2 ° 3 8 ' 2 1 " W 8 6 . 6 8 'S 37°11'41" E 127.00'L=15.63'L=28.55'97.62' 27.17'N 88°17'28" E 125.39'N 88°17'28" E 125.00'N 01°42'21" W 378.00'N 87°42'57" W 125.00'S 11°37' 3 3 " W 5 8 . 2 1 ' S 15°1 7 ' 1 7 " W 1 6 4 . 1 6 'L=1.25'N 88°17'28" E 379.05'N 63°00'54" E28.95'N 5 2 ° 5 7 ' 2 5 " E 48.7'50250257.7'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'L=32.85'32.79'65.00'65.00'65.00'65.00'65.00' 65.00'65.00'65.00'65.00'65.00'65.00'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231671" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 5SEE SHEET 11SEE SHEET 6 ''1" = ' (HORIZONTAL)4080400AREA TABLE140 1351361331341371381391401414241434446508W4014247494852455150WCOLONIAL PARKWAY HENEBRY LANE HENEBRY LANEN 88°55'58" E 722.00'CH=N 43°5 5'5 8 " E 1 3 4 . 3 5' R=95.0 0' L = 1 4 9 .23 ' N 01°04'02" W 423.31' S 01°04'02" E 423.31'CH=S 08°06'15"W 49.41'R=155.00'L=49.62'CH=S 05°18'26" E 19.20'R=25.00' L=19.71'CH=S 43°5 5'5 8 "W114.01' R=60.00' L = 1 5 0.43'CH=N 86°49'37" W 19.20'R=25.00' L=19.71'CH=S79°45'42"W49.41'R=155.00'L=49.62'S 88°55'58" W 308.94'S 01°04'02" E 127.00' N 01°04'02" W 127.00' LIBERTY GROVE UNIT 8 RESUB LIBERTY GROVE UNIT 8 RESUBLOT 681LOT 680LOT 679LOT 678LOT 677LOT 676LOT 675LOT 682LIBERTY GROVE UNIT 2LIBERTY GROVE UNIT 2LOT 115LOT 121LOT 120LOT 119LOT 118LOT 117LOT 116LOT 122S 88°55'58" W 60.00'S 01°04'02" E 393.31'S 88°55'58" W 295.00'S 01°04'02" E 125.00' N 01°04'02" W 125.00' COLONIAL PARKWAYN 88°55'58" E 1163.92'65.00'N 01°04'02" W 125.00'65.00'65.00'65.00'65.00'65.00'N 01°04'02" W 125.00'65.00'65.00'N 01°04'02" W 125.00'65.00'65.00'N 01°04'02" W 125.00'35.00'N 01°04'02" W 125.00'65.00'L=74.61'N 46°04'02" W137.43'L=74.61' 75.31' 45.31' 65.00' 65.00'S 88°55'58" W125.00'65.00'S 88°55'58" W125.00'65.00'65.00' 65.00'S 88°55'58" W125.00'71.00' 71.00' 71.00' 71.00' 71.00'N 88°55'58" E133.68'71.00' 71.00'N 88°55'58" E134.46'48.31'L=22.77'L=26.78'71.00'N 88°55'58" E135.24'L=26.85' L=19.71 'L =4 9.09'N 88°55'58" E137.69'N 88°55'58" E136.81'L= 4 9.0 9 ' 188.32'L=49.75'186.23'S 45°26'25" E201.61'59.28'75.00'S 01°04'02" E 127.09'L=24.81'76.00'S 01°04'02" E 127.90'59.28'76.00'76.00'S 01°04'02" E 127.00'76.66'76.66'S 01°04'02" E 127.00'97.00'S 01°04'02" E 127.00'97.00'96.00'96.00'S 01°04'02" E 127.00'49.00'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231681" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 12SEE SHEET 9 ''1" = ' (HORIZONTAL)4080400AREA TABLE141 939211911811714141373635393834507508WWWW405053132332930142143144145146SWWWWCH=S46°42'32"E134.35'R=95.00'L=149.23'CH= S 4 3 °3 6'43" W 142.21'R= 1 0 0.0 0' L=158.20' COLONIAL PARKWAY HENEBRY LANEHENEBRY LANEDARR DRIVE LIBERTY GROVEBOULEVARDHENEBRY LANE 4.23'S 01°04'02" E 518.31'N 88°55'58" E 722.00'CH=N 43°17'2 8" E 1 4 R=100.0 0'L= 1 5 7 . 0 8 N 01°42'32" W 341.32'CH=N4 3 ° 3 6'4 3 " E 227.54'R= 1 6 0.0 0 'L = 253.12'N 88°55'58" E 116.36'N 01°04'02" W 608.31' S 01°04'02" E 127.00' N 01°04'02" W 127.00'S 88°55'58" W 529.42'S 01°42'32" E 346.32'N88° 17' 28"E33.00'S88° 17' 28"W33.00'CH=S4R= 9 5 .LIBERTY GROVE UNIT 2LIBERTY GROVE UNIT 2LIBERTY GROVE UNIT 2LOT 121LOT 122LOT 130LOT 131LOT 132LOT 133LOT 134LOT 135LOT 136S 88°55'58" W 60.00'S 01°42'32" E 94.00'N 88°55'58" E 336.92'S 01°04'02" E 238.31'S 88°55'58" W 211.92'S 01°04'02" E 125.00' N 01°04'02" W 125.00'S 88°55'58" W 348.00'N 88°55'58" E 125.00'N 01°04'02" W 252.00'LIBERTY GROVEBOULEVARDCOLONIAL PARKWAYN 88°55'58" E 1163.92'65.00'65.00'65.00'65.00'L=1.52'63.20'L=55.01' L=55.01'S 51°46'12" E125.00'N 01°04'02" W 125.00'65.00'65.00'N 01°04'02" W 125.00'65.00'65.00'N 01°04'02" W 125.00'65.00'65.00'65.00'N 01°04'02" W 125.00'65.00'65.00'65.00'N 01°04'02" W 125.00' 63.00'N 88°55'58" E125.00'63.00' 63.00'N 88°55'58" E125.00'63.00' 63.00'N 88°55'58" E125.00'63.00' 67.00' 67.00'S 88°55'58" W125.00'67.00'S 88°55'58" W125.00'67.00'97.00'96.00'71.01'96.00'72.00'S 01°04'02" E 127.00'71.01'72.00'72.00'S 01°04'02" E 127.00' S 01°04'02" E 127.00'72.00'S 01°04'02" E 127.00'73.00'S 01°04'02" E 127.00'73.00'44.11'S 01°04'02" E 127.00'72.41'44.00'S 46°40'40" E139.11'71.32' 68.00'N 88°17'28" E128.00'68.00' 68.00'N 88°17'28" E128.00'68.00' 70.00'N 88°17'28" E128.00'70.00' 70.00'N 88°17'28" E128.00'69.00'N 88°17'28" E127.99'18.12'L=141.59'49.00'16.31'73.00'73.00'L=79.10'L=79.10'88.00'125.00'88.00'506REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/20231691" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 6SEE SHEET 13SEE SHEET 10 SEE SHEET 8 ''1" = ' (HORIZONTAL)4080400AREA TABLE142 15515615715430230330430030193923414714815215115014915310231016101510141024507WWWWWW5053132332930305SWWWWWW506CH=S46°42'32"E134.35'R=95.00'L=149.23'CH= S 4 3°36'43" W 142.21' R = 1 00.0 0' L=158.20'N 88°08'16" E 2.32'LIBERTY GROVEBOULEVARDHARMS ROAD HARMS ROADHENEBRY LANE CH=N 43°5 5'5 8 "E98 .99' R=70.0 0'L= 1 0 9 . 9 6' CH=S 4 3°5 5'5 8"W1 8 3 . 8 5' R=13 0.0 0' L = 2 0 4 . 2 0 'S 88°17'28" W 125.52'CH=N63°42'56"E166.38R=433.00'L=167.4CH=N81°32'30"E101.78'R=433.00'L=102.01'N 88°17'28" E 120.52'CH=N 43°17'2 8 "E1 4 1. 4 2' R=100.0 0'L= 1 5 7 . 0 8' N 01°42'32" W 341.32'CH=N4 3 ° 3 6 '4 3" E 2 27.54'R= 1 6 0.0 0' L = 2 53.12'N 88°55'58" E 116.36'S 01°42'32" E 346.32'N88° 17' 28"E33.00'S88° 17' 28"W33.00'LIBERTY GROVE UNIT 2LOT 133LOT 134LOT 135LOT 136S 01°42'32" E 94.00'N 88°55'58" E 336.92'S 88°55'58" W 211.92'S 01°04'02" E 217.80' S 01°42'32" E 374.07'N 88°17'28" E 125.00'34.00'23.79'N 13°58'40" E40.70'N 22°43'49" E26.00'N 29°44'07" W27.12'N 03°57'11" E 34.13' S 07°17'16" W 34.36' S 04°26'41" E 34.06' N 01°04'02" W 34.00'N 88°55'58" E41.00'LIBERTY GROVEBOULEVARDS 88°55'58" W55.34'S 01°04'02" E 55.34' S 01°04'02" E 55.34' 55.00'98.97'N 01°04'02" W 125.00'28.97'L=53.18' 52. 9 0 ' L= 5 3.1 8 '5 2 . 9 0 ' 52. 9 0 'S 61°26'50" E125.00'L=53.18'52.90' 5 2 . 9 0 'S 38°00'28" E125.00'30.18'S 14°34'0 5 " E 125.00'L=30.63'27.50'57.68'65.00'S 01°04'02" E 125.00'LL=66.46'86.68 'N 28°24'00" W133.92'N 19°36' 1 9 " W 127.36'L=66.46' N 10°48'37" W 134.14'L=66.46'127.01' 65.00' 65.00' 65.00'S 88°17'28" W125.00'65.00' 65.00'S 88°17'28" W125.00'65.00' 65.00'S 88°17'28" W125.00'65.00'L=1.52'65.90'S 88°17'28" W125.00'63.20' 50.87' 48.17'S 88°50'02" W125.01'L=55.01' 49.48'N 71°28'05" W125.00'L=55.01'S 51°46'12" E125.00'67.00'S 88°55'58" W125.00'67.00'S 88°55'58" W125.00'44.11'S 01°04'02" E 127.00'72.41'44.00'S 46°40'40" E139.11'71.32' 68.00'N 88°17'28" E128.00'68.00' 68.00'N 88°17'28" E128.00'68.00' 70.00'N 88°17'28" E128.00'70.00' 70.00'N 88°17'28" E128.00'69.00'N 88°17'28" E127.99'86.71 ' S 3 8 ° 1 3 ' 4 8 " W 4 9 . 4 8 ' S 18° 3 1 ' 5 5 " W 1 0 0 . 3 5 ' N 02°00'56" W 127.01'S 88°17'28" W 86.71'S 70°19'21" W 173 .39 ' S 5 2 ° 3 8 ' 2 1 " W 8 6 . 6 8 'S 37°11'41" E 127.00'61.21'L=14.02'18.12'S 88°55'58" W 175.18'N 75°25 '55" E 83 .08 'N 5 1 ° 5 9 ' 3 2 " E 1 0 5 . 8 0 ' N 2 8 ° 3 3 ' 1 0 " E 1 0 5 . 8 0 ' N 05°06'48" E 52.90'N 84°53'12" W 125.00'L=141.59' L=79.10'L=79.10' L=109.96'L=109.96'506N 88°55'58" E154.67'N 88°55'58" E154.67'N 88°55'58" E154.67'N 01°04'02" W 55.34'N 88°55'58" E154.67'N 88°55'58" E154.67'S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67'S 88°55'58" W55.34'N 88°55'58" E55.34'S 88°55'58" W55.34'N 88°55'58" E55.34'S 88°55'58" W55.34'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/202316101" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 6SEE SHEET 14SEE SHEET 11 SEE SHEET 9 ''1" = ' (HORIZONTAL)4080400AREA TABLE143 5121561572913023033043002992982973011019101810221023101710161015WWWWWW30930630730829629529429329230531510201021513310311320319318317316313314312T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA E E E E E E E E E E E E E E E E OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHWWWWWW513514506CH=S 1 4 °4 8 '13 "E 5 4.44' R =1 2 0 .0 0 'L =5 4.9 2' DYER LANE HARMS ROAD HARMS ROADDYER LANE N 01°41'31" W 1055.88' C H =S 0 8°5 6'12"E 43.68' R =18 0.0 0 'L=43.79' S 01°41'33" E 347.81'N 88°55'58" E 312.19'CH=N 43°5 5'5 8 "E9 8.99' R=70.00'L= 1 0 9 .96' CH=S 43°5 5'5 8"W1 8 3 .85 ' R =130.0 0' L = 2 0 4 . 2 0 'S 88°55'58" W 311.53'S01° 41' 31"E 647.63'CH=N63°42'56"E166.38 'R=433.00'L=167.42' 106.67'84.43'N68° 05' 59"W12.15'N 56 ° 03 '3 4 " E69. 40 'S72° 44' 23"W11.55'N24° 09' 27"W43.54'N 01°42'32" W 37.01'S 00°22'11" W 34.56' N 02°59'07" W 33.96'N 13°58'40" E40.70'N 22°43'49" E26.00'N 88°55'58" E58.97'N 03°34'55" W 34.03' N 01°04'02" W 34.00'N 88°55'58" E41.00'N 03°06'56" E 34.09' N 04°52'09" E 33.88' S 05°17'03" E 34.09' S 01°54'36" E 34.00' WALLIN DRIVE WALLIN DRIVEN88° 25' 13"E24.43'CH=S 0 3°2 9 '20 "E 5 09.0 2' R =7 6 38.8 6'L=5 0 9.11'S 01°34'47" E 42.60'S 88°55'58" W 10.18'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 01°04'02" E 55.34' S 01°04'02" E 55.34' S 01°04'02" E 55.34' S 01°04'02" E 55.34'N 88°18'27" E55.34'S 88°18'27" W55.34'89.58'125.01'88.22'65.00'N 01°04'02" W 125.00'65.00'65.00'N 01°04'02" W 125.00'65.00'65.00'N 01°04'02" W 125.00'65.00'55.00'98.97'N 01°04'02" W 125.00'28.97'L=53.18' L=5 3.18 '5 2 . 9 0 'S 61°26'50" E125.00'L=53.18'52.90 ' 5 2 . 9 0 'S 38°00'28" E125.00'30.18'S 14°34'0 5 " E 125.00'L=30.63'27.50'57.68'65.00'65.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00'65.00'65.00'S 01°04'02" E 125.00'65.00'87.67'S 01°04'02" E 125.00'89.04'125.01' 63.00' 63.00' 63.00'N 88°17'28" E125.04'63.00' 63.00'N 88°17'28" E125.05'63.00' 63.00'N 88°17'28" E125.07'63.00' 63.00'N 88°17'28" E125.08'63.00' 63.00'N 88°17'28" E125.10'172.62'L=66. 4 6'L=66.46'86.68'N 28°24'00" W133.92'N 19°36' 1 9 " W 127.36'S 70°19 '21" W 173 .39 'S 5 2 ° 3 8 ' 2 1 " W 8 6 . 6 8 'S 37°11'41" E 127.00'S 01°42'20" E 1209.13'N88° 17' 40"E50.00'CH=N75°04'42"E105.17'R=230.00'L=106.11'N61° 51 ' 43 "E20.29 '391.96'N 89°02'33" E 455.22'61.21'L=14.02'S 88°17'28" W 125.00'S 01°41'31" E 845.00'N 88°55'58" E 383.55'35.00'N 88°55'58" E 340.35'N 75°25'55" E 83.08 'N 5 1 ° 5 9 ' 3 2 " E 1 0 5 . 8 0 'N 84°53'12" W 125.00'N 88°17'28" E 125.00'N 01°42'21" W 378.00'S 88°17'28" W 125.02'L=109.96'L=109.96'57.8'27.0'57.7'N 01°04'02" W 55.34'N 88°55'58" E154.67'N 88°55'58" E154.67'N 01°04'02" W 55.34'N 88°55'58" E154.67'N 88°55'58" E154.67'N 01°04'02" W 55.34'N 88°55'58" E130.67'N 88°55'58" E130.67'S 01°41'33" E 106.67' S 01°41'33" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67'N 88°55'58" E55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'S 88°17'28" W125.00'N 88°17'40" E32.34'N 01°06'13" W 263.06' 65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00' 65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/202316111" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 7SEE SHEET 15SEE SHEET 10 ''1" = ' (HORIZONTAL)4080400AREA TABLE144 68676665646362616012512612712813513113213313454989910010110210311211111010910810710659585657129130508WW5253551041055150CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHEEEETSTSWWHENEBRY LANEHENEBRY LANE SOLDIER COURTSOLDIER COURTHENEBRY LANE60.00' N 01°04'02" W 423.31'S 88°55'58" W 817.00'N 01°04'02" W 155.00'CH=N46°04'02"W134.35'R=95.00'L=149.23'S 88°55'58" W 691.32'N 88°55'58" E 817.00'N 88°55'58" E 691.32'CH=S81°53'45"E49.41'R=155.00'L=49.62'CH=N 84°41'34" E 19.20'R=25.00' L=19.71'CH=S46°04'02"E114.01'R=60.00'L=150.43'CH=S 03°10'23" W 19.20'R=25.00' L=19.71'C H =S 10 °14 '18 "E 49.41' R =15 5 .0 0 'L =4 9.6 2' S 01°04'02" E 155.00'N 88°55'58" E 130.46'S 88°55'58" W 131.12'S 01°04'02" E 423.31' LIBERTY GROVE UNIT 8 RESUB LIBERTY GROVE UNIT 8 RESUB LOT 677LOT 676LOT 675LOT 674LOT 671LOT 670LOT 669LOT 668OUTLOT ALIBERTY GROVE UNIT 8 RESUB LOT 673LOT 672LOT 66765.00'65.00'65.00'65.00'66.00'66.00'121.00'89.00'64.00'64.00'64.00'64.00'64.00'64.00'64.00'N 88°55'58" E 833.61'S 01°04'02" E 393.31'N 88°55'58" E 527.00'N 01°04'02" W 125.00'ILLINOIS ROUTE 126(LOCKPORT STREET)SOLDIER COURTN 01°41'48" W 1262.44'S 88°18'12" W 1297.22'65.00' 65.00'S 88°55'58" W125.00'65.00'S 88°55'58" W125.00'65.00'65.00' 65.00'S 88°55'58" W125.00'65.00' 65.00'S 88°55'58" W125.00'88.00'125.00'88.00'S 88°55'58" W125.00'63.00'63.00'63.00'S 01°04'02" E 125.00'63.00'63.00'S 01°04'02" E 125.00'63.00'63.00'S 01°04'02" E 125.00'63.00'63.00'S 01°04'02" E 125.00'63.00'63.00'S 01°04'02" E 125.00' S 01°04'02" E 125.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'89.00'125.00'51.00'30.00'66.00'S 01°04'02" E 125.00'66.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00' S 01°04'02" E 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'13.40'L=49.62'L=0.86'63.00'N 01°04'02" W 133.13'L=18.85'L=40.45'84.06'56.04'147.02'N 10°44'06 " E 129.00'L=45.56'141.99'N 5 4 ° 1 4 ' 1 9 " E 1 66 . 5 8 ' L =4 9 .4 5 'L=14.97'L =3 7.6 2' 70.00'N 88°55'58" E129.28'L=12.00'58.01' 70.00'N 88°55'58" E129.09'97.00'N 88°55'58" E129.39'96.99' 91.00' 90.99'71.00' 71.00'N 88°55'58" E132.12'71.00' 71.00' 71.00'N 88°55'58" E132.90'71.00' 71.00'N 88°55'58" E133.68'71.00'N 88°55'58" E134.46'63.00'N 88°55'58" E40.00'L=149.23'L=149.23'60.5'54.1'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/202316121" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOFSEE SHEET 8SEE SHEET 13 ''1" = ' (HORIZONTAL)4080400AREA TABLE145 938990919288878685847875767774736970717268676665122123120119118117124125126127941169596979899100115114113112111110121508WWW509CA CA CA CA CA CA CA TTTTTTTTTTTTTTTTTTTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHFOFOFOFOFOFOFOFOFOTSTSWWWHENEBRY LANESOLDIER COURTDARR DRIVE DARR DRIVEHENEBRY LANES 01°04'02" E 518.31'S 88°55'58" W 817.00'S 88°55'58" W 691.32'CH=S68°44'36"W69. 0 3'R=100.00'L=70.48'CH=S20°14'52"E183.99'R=280.00'L=187.47'S 01°04'02" E 30.00'N 88°55'58" E 817.00'N 01°04'02" W 608.31'CH=N46°04'02"W311.13'R=220.00'L=345.58'CH=S71°24'52"E188.34'R=280.00'L=192.08'CH=N68°44'36"E110.44 'R=160.00'L=112.76'N 88°55'58" E 691.32'N 88°55'58" E 336.92'125.00'63.00'85.00'67.00'65.00'65.00'65.00'65.00'65.00'64.00'64.00'64.00'65.00'65.00'65.00'101.61'N 88°55'58" E 63.00'S 85°39'33" E 53.27'S 57°45'42" E 47.88'S 28°34'11" E 47.88'S 03°30'42" E 56.27'S 88°55'58" W 211.92'N 88°55'58" E 833.61'N 01°04'02" W 252.00'N 88°55'58" E 527.00'N 4 8 ° 3 3 ' 1 3 " E 3 8 . 9 4 'ILLINOIS ROUTE 126(LOCKPORT STREET)S 88°18'12" W 1297.22'63.00'63.00'S 01°04'02" E 125.00'63.00'63.00'S 01°04'02" E 125.00'63.00'63.00'S 01°04'02" E 125.00'63.00'63.00'S 01°04'02" E 125.00'63.00'63.00'S 01°04'02" E 125.00'63.00'S 01°04'02" E 125.00' S 01°04'02" E 125.00'85.00'125.00' 63.00' 63.00' 63.00'N 88°55'58" E125.00'63.00' 63.00'N 88°55'58" E125.00'63.00' 63.00'N 88°55'58" E125.00'63.00' L =9 6.9 2'85.00'N 01°04'02" W 125.00'65.00'N 01°04'02" W 125.00'65.00'N 01°04'02" W 125.00'65.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'64.00'N 01°04'02" W 125.00'65.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00'65.00'S 01°04'02" E 125.00'67.00'S 01°04'02" E 125.00'51.32'L=90.54'98.61'S 01°04'02" E 125.00' 67.00' 67.00'S 88°55'58" W125.00'67.00'S 88°55'58" W125.00'67.00'67.00' 67.00'S 88°55'58" W125.00'67.00' 67.00'S 88°55'58" W125.00'67.00'S 88°55'58" W125.00'67.00' L =4 9.56'S 88°55'58" W125.00'35.00'L=112.09'S 76°01 '34" W125.00'L=112.09'S 4 6 ° 5 0 ' 0 3 " W 1 2 5 . 0 0 '22.56'S 17° 3 8 ' 3 3 " W 125.0 0 'L=71.84'S 01°04'02" E 125.00'63.00'63.00'63.00'N 01°04'02" W 125.00'19.40'L=43.78'63.00'N 01°04'02" W 128.42'L=65.58'63.00'N 01°04'02" W 146.09'L=72.83'63.00'N 01°04'02" W 182.21'L=9.90'L=3 1.1 9 '63.00'N 01°04'02" W 145.35'L=66.47'63.00'N 01°04'02" W 125.71'L=15.11'47.92'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'S 88°55'58" W 1680.08'S 01°04'02" E 335.00' 3 4 . 5 8 '47.9'54.1'506REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/202316131" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOF''1" = ' (HORIZONTAL)4080400SEE SHEET 9SEE SHEET 14 SEE SHEET 12 AREA TABLE146 93899091928887868584838281807978757677741016101510141024102510271029102810311030WWWWW5065101026TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFOFOO H OH OHFOFOFOFOFOFOFOFOFO OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHFOFOFOFOFOFOFOFOFOOHOHOHOHOHOHOHOHOHOHTSWWWWWC H =N 0 3 °24'32"W 8.17'R =10 0.00'L=8.17' N 05°45'02" W 114.2 9 ' CH=N 03°24'3 2 "W 8 .1 7 'R=100.00'L=8.17 ' N 01°04'02" W 101.98'DARR DRIVEHARMS ROAD HARMS ROAD DARR DRIVE DARR DRIVEN 01°04'02" W 778.12' S 01°04'02" E 808.61' 0 3 ' '183.99'L=187.47'N 01°04'02" W 608.31'CH=N46°04'02"W311.13'R=220.00'L=345.58'S 88°55'58" W 458.27'S 01°04'02" E 163.72'N 88°55'58" E 445.27'CH=S71°24'52"E188.34'R=280.00'L=192.08'4'36"E110.44'L=112.76'N 88°55'58" E 336.92'S 01°04'02" E 238.31'197.53'S 88°55'58" W47.86'S 01°04'02" E 125.00'N 88°55'58" E 63.00'S 85°39'33" E 53.27'S 57°45'42" E 47.88'S 28°34'11" E 47.88'S 03°30'42" E 56.27'S 88°55'58" W 211.92'S 01°04'02" E 217.80'N 4 8 ° 3 3 ' 1 3 " E 3 8 . 9 4 ' 35.83'34.00'55.34'41.00'55.34'N 13°58'40" E40.70'N 05°49'56" W 35.95' N 09°00'04" W 36.17' N 02°08'19" E 35.88' N 01°04'02" W 35.83' N 03°57'11" E 34.13' S 07°17'16" W 34.36' S 04°26'41" E 34.06' N 01°04'02" W 34.00'ILLINOIS ROUTE 126(LOCKPORT STREET)S 87°43'21" W 482.86'S02° 53' 03"E19.88'S 01°04'02" E 55.34' S 01°04'02" E 55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'N 88°55'58" E55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 01°04'02" E 55.34'L=90.54'67.00' 67.00'S 88°55'58" W125.00'67.00'S 88°55'58" W125.00'67.00'67.00' 67.00'S 88°55'58" W125.00'67.00' 67.00'S 88°55'58" W125.00'67.00'S 88°55'58" W125.00'67.00' L=4 9.5 6'S 88°55'58" W125.00'35.00'L=112.09'S 76°01'34" W125.00 'L=112.09'S 4 6 ° 5 0 ' 0 3 " W 1 2 5 . 0 0 '22.56'S 17° 3 8 ' 3 3 " W 125.00 'L=71.84'S 01°04'02" E 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'63.00'N 01°04'02" W 125.00' N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'63.00'63.00'N 01°04'02" W 125.00'19.40'L=43.78'63.00'N 01°04'02" W 128.42'L=65.58'63.00'N 01°04'02" W 146.09'L=72.83'63.00'N 01°04'02" W 182.21'L=9.90'L =3 1. 1 9 '63.00'N 01°04'02" W 145.35'47'63.00'S 01°04'02" E 335.00' 457.81'N 87°43'21" E 430.22'52.64'31.02'S 01°04'02" E 747.41' 3 4 . 5 8 '47.9'39.9'506N 88°55'58" E55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'N 88°55'58" E55.34'N 88°55'58" E55.34'S 01°04'02" E 55.34' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 130.67' S 01°04'02" E 130.67' S 01°04'02" E 130.67' S 01°04'02" E 130.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67'N 88°55'58" E154.67'N 88°55'58" E154.67'N 88°55'58" E154.67'N 88°55'58" E154.67'N 01°04'02" W 55.34' 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67'S 88°55'58" W55.34'N 88°55'58" E55.34'S 88°55'58" W55.34'N 01°04'02" W 414.98' N 05°45'02" W 122.47 ' N 01°04'02" W 106.82'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/202316141" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOF''1" = ' (HORIZONTAL)4080400SEE SHEET 10SEE SHEET 15 SEE SHEET 13 AREA TABLE147 5121019101810221023101710161015102710291031WWW5115151021513GGGGGGGGGGGGGGGGTTTTTTTTTTTTTTTTTTTTTTTTTTEEE E E E E E EEWWWWWWWWWWWEEEE E E E E E EETTTE T T T T T T T T T T T T T T T T T T T T T T T T T T T T CA CA CA CA CA CA CA CA CA CA CA CA CA CA TCA TE E E E E E E E E E E E E E E E E E E E E E E E TTT T T T T T T TCA CA CA CA CA CA CA CA CA CA CA CA CA CA FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO TSOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OHOHETSEWWW513C H =S 1 4 °4 8 '13 "E 5 4.44' R =1 2 0 .0 0 'L =5 4.9 2' C H =N 0 3°24'32"W 8.17'R =10 0.00'L=8.17' N 05°45'02" W 114.29' CH=N 03°24'3 2"W 8 .1 7 'R=100.00'L =8 .17 'N 01°04'02" W 101.98'DARR DRIVEHARMS ROAD DYER LANE HARMS ROAD C H =S 0 8 °5 6'12"E 43.68' R =18 0 .0 0 'L=43.7 9' N 01°04'02" W 778.12' S 01°04'02" E 808.61'S 01°04'02" E 163.72'S 88°55'58" W47.86'106.67'84.43'N68° 05' 59"W12.15'S72° 44' 23"W11.55'N24° 09' 27"W43.54'41.00'55.34'S 00°22'11" W 34.56' N 02°59'07" W 33.96'N 13°58'40" E40.70'N 88°55'58" E58.97'N 03°34'55" W 34.03' N 02°08'19" E 35.88' N 01°04'02" W 35.83' S 04°26'41" E 34.06' N 01°04'02" W 34.00'N 88°55'58" E41.00'N 03°06'56" E 34.09' N 04°52'09" E 33.88' S 05°17'03" E 34.09' S 01°54'36" E 34.00' WALLIN DRIVE WALLIN DRIVECH=S86°25'10"W520.81'R=21425.90'L=520.82'S 85°43'23" W 155.28'S 01°34'47" E 601.93'S 4 1 ° 1 6 ' 4 0 "W 4 5 . 5 4 'N88° 25' 13"E24.43'CS02° 53' 03"E19.88'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 01°04'02" E 55.34' S 01°04'02" E 55.34' S 01°04'02" E 55.34' S 01°04'02" E 55.34'N 88°18'27" E55.34'63.00'N 01°04'02" W 125.00' 457.81' S 01°42'20" E 686.67'N 85°43'23" E 137.63'CH=N86°22'41"E489.79'R=21425.90'L=489.80'N88° 17' 40"E50.00'CH=N75°04'42"E105.17'R=230.00'L=106.11'N61° 51 ' 43 "E20.29 '391.96'N 89°02'33" E 455.22'52.64'31.02'27.0'39.9'S 88°55'58" W55.34'N 88°55'58" E55.34'S 01°04'02" E 55.34' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 130.67' S 01°04'02" E 130.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67'N 88°55'58" EN 88°55'58" EN 01°04'02" W 55.34'N 88°55'58" E154.67'N 88°55'58" E154.67'N 01°04'02" W 55.34'N 88°55'58" E154.67'N 88°55'58" E154.67'N 01°04'02" W 55.34'N 88°55'58" E130.67'N 88°55'58" E130.67'S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67' S 01°04'02" E 106.67'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'S 88°55'58" W55.34'N 01°06'13" W 263.06'N 89°02'33" E 363.60'N 01°04'02" W 414.98' N 05°45'02" W 122.47' N 01°04'02" W 106.82'REVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/202316151" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONBASIS OF BEARINGSPRELIMINARY PLATOF''1" = ' (HORIZONTAL)4080400SEE SHEET 10SEE SHEET 13 AREA TABLE148 AREA TABLEParcel #123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100Area-SF12341 SF9088 SF9088 SF9088 SF9088 SF9088 SF9088 SF9088 SF9088 SF9149 SF10517 SF10375 SF9132 SF9088 SF9088 SF9088 SF9088 SF9088 SF9088 SF9088 SF9088 SF9088 SF9216 SF9216 SF9261 SF10544 SF10382 SF9245 SF8960 SF8960 SF8704 SF8704 SF12736 SF12734 SF9271 SF9271 SF9144 SF9144 SF9018 SF12192 SF12319 SF9735 SF9652 SF9657 SF9865 SF16129 SF18636 SF10018 SF9642 SF9574 SF9519 SF9463 SF9408 SF11976 SF12602 SF9032 SF9314 SF12684 SF17492 SF9092 SF8008 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7879 SF8387 SF10579 SF10227 SF8563 SF7925 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF9331 SF10129 SF10129 SF8861 SF8375 SF8375 SF8375 SF8375 SF8375 SF14450 SF8375 SF8125 SF8125 SF8125 SF8125 SF8125 SFArea-AC0.283 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.210 AC±0.241 AC±0.238 AC±0.210 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.209 AC±0.212 AC±0.212 AC±0.213 AC±0.242 AC±0.238 AC±0.212 AC±0.206 AC±0.206 AC±0.200 AC±0.200 AC±0.292 AC±0.292 AC±0.213 AC±0.213 AC±0.210 AC±0.210 AC±0.207 AC±0.280 AC±0.283 AC±0.223 AC±0.222 AC±0.222 AC±0.226 AC±0.370 AC±0.428 AC±0.230 AC±0.221 AC±0.220 AC±0.219 AC±0.217 AC±0.216 AC±0.275 AC±0.289 AC±0.207 AC±0.214 AC±0.291 AC±0.402 AC±0.209 AC±0.184 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.193 AC±0.243 AC±0.235 AC±0.197 AC±0.182 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.214 AC±0.233 AC±0.233 AC±0.203 AC±0.192 AC±0.192 AC±0.192 AC±0.192 AC±0.192 AC±0.332 AC±0.192 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±Lot TypeMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallionMedallionMedallionMedallionMedallionMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAREA TABLEParcel #101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200Area-SF8125 SF8250 SF8250 SF16313 SF11125 SF8000 SF8000 SF8000 SF8000 SF8000 SF8000 SF8000 SF8125 SF8125 SF8125 SF11145 SF7875 SF7875 SF7875 SF7875 SF10625 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF7875 SF11000 SF8125 SF8125 SF8125 SF8125 SF12508 SF11219 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF11000 SF9701 SF9713 SF8164 SF8125 SF8125 SF8125 SF8125 SF9891 SF9906 SF9896 SF9881 SF9479 SF10572 SF11076 SF10714 SF9305 SF14116 SF9850 SF10405 SF13224 SF12979 SF11794 SF11819 SF9590 SF9525 SF9525 SF9525 SF9525 SF9525 SF9525 SF9525 SF9525 SF11875 SF14182 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF9925 SF16586 SF9525 SF9525 SF9525 SF9525 SF12002 SF11557 SF9017 SF9017 SF9017 SFArea-AC0.187 AC±0.189 AC±0.189 AC±0.374 AC±0.255 AC±0.184 AC±0.184 AC±0.184 AC±0.184 AC±0.184 AC±0.184 AC±0.184 AC±0.187 AC±0.187 AC±0.187 AC±0.256 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.244 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.253 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.287 AC±0.258 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.253 AC±0.223 AC±0.223 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.227 AC±0.227 AC±0.227 AC±0.227 AC±0.218 AC±0.243 AC±0.254 AC±0.246 AC±0.214 AC±0.324 AC±0.226 AC±0.239 AC±0.304 AC±0.298 AC±0.271 AC±0.271 AC±0.220 AC±0.219 AC±0.219 AC±0.219 AC±0.219 AC±0.219 AC±0.219 AC±0.219 AC±0.219 AC±0.273 AC±0.326 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.228 AC±0.381 AC±0.219 AC±0.219 AC±0.219 AC±0.219 AC±0.276 AC±0.265 AC±0.207 AC±0.207 AC±0.207 AC±Lot TypeAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesAREA TABLEParcel #201202203204205206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256257258259260261262263264265266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299300Area-SF9017 SF9017 SF12192 SF11874 SF9017 SF9017 SF9017 SF9017 SF9017 SF11874 SF11875 SF9017 SF9017 SF9017 SF9017 SF9017 SF11874 SF11557 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF8255 SF8255 SF8255 SF9562 SF10157 SF10266 SF10825 SF8304 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8265 SF9762 SF9765 SF8346 SF8140 SF8125 SF8125 SF8125 SF8125 SF8125 SF8214 SF9069 SF8540 SF8125 SF9138 SF8125 SF9012 SF8501 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF13216 SF10181 SF8125 SF12834 SF9250 SF9250 SF9250 SF9250 SF9250 SF12698 SF11250 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF11012 SF11557 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF9017 SF7888 SF7881 SF7880 SF7879 SF7878 SF7877 SF11044 SF8125 SF8125 SF8125 SFArea-AC0.207 AC±0.207 AC±0.280 AC±0.273 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.273 AC±0.273 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.273 AC±0.265 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.190 AC±0.190 AC±0.190 AC±0.220 AC±0.233 AC±0.236 AC±0.249 AC±0.191 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.190 AC±0.224 AC±0.224 AC±0.192 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.189 AC±0.208 AC±0.196 AC±0.187 AC±0.210 AC±0.187 AC±0.207 AC±0.195 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.303 AC±0.234 AC±0.187 AC±0.295 AC±0.212 AC±0.212 AC±0.212 AC±0.212 AC±0.212 AC±0.292 AC±0.258 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.253 AC±0.265 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.207 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.181 AC±0.254 AC±0.187 AC±0.187 AC±0.187 AC±Lot TypeMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallion EstatesMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionMedallionAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAREA TABLEParcel #3013023033043053063073083093103113123133143153163173183193203213225005015025035045055065075085095105115125135145151014101510161017101810191020102110221023102410251026102710281029103010311500015002150031500415005150061500715008150091501015011151001510115102Area-SF9143 SF10033 SF10033 SF10033 SF11319 SF8125 SF8125 SF8125 SF11112 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8125 SF8140 SF159810 SF190295 SF154108 SF9539 SF10223 SF10095 SF570612 SF84346 SF165294 SF95863 SF63932 SF382580 SF61636 SF29416 SF72498 SF47021 SF5903 SF5903 SF5903 SF5903 SF5903 SF5903 SF5903 SF7231 SF8559 SF8559 SF8559 SF8559 SF5903 SF5903 SF7231 SF7231 SF5903 SF5903 SF1725216 SF207032 SF421520 SF155595 SF128934 SF1095680 SF799462 SF274097 SF135522 SF137668 SF142795 SF651302 SF353645 SF239517 SFArea-AC0.210 AC±0.230 AC±0.230 AC±0.230 AC±0.260 AC±0.187 AC±0.187 AC±0.187 AC±0.255 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±0.187 AC±3.669 AC±4.369 AC±3.538 AC±0.219 AC±0.235 AC±0.232 AC±13.099 AC±1.936 AC±3.795 AC±2.201 AC±1.468 AC±8.783 AC±1.415 AC±0.675 AC±1.664 AC±1.079 AC±0.136 AC±0.136 AC±0.136 AC±0.136 AC±0.136 AC±0.136 AC±0.136 AC±0.166 AC±0.196 AC±0.196 AC±0.196 AC±0.196 AC±0.136 AC±0.136 AC±0.166 AC±0.166 AC±0.136 AC±0.136 AC±39.606 AC±4.753 AC±9.677 AC±3.572 AC±2.960 AC±25.153 AC±18.353 AC±6.292 AC±3.111 AC±3.160 AC±3.278 AC±14.952 AC±8.119 AC±5.499 AC±Lot TypeAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareAndareOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotOutlotREVISIONSOFTHIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OFCAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROMCAGE ENGINEERING, INC.SHEET NUMBERSCALE : DATE : PM :PROJ NO:KELLER FARMPLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION210244SJP04/21/202316161" = 40'CURRENT P.I.N.:OWNER/CLIENTKELLER FARM SUBDIVISIONPRELIMINARY PLATOFAREA TABLE149 LOCKPORT STREET SUBJECT PROPERTY WALLIN DRIVEMEADOW LANEW. 143RD STREET S. VAN DYKE ROADS. STEINER ROADWALLIN OAKSELEMENTARYSCHOOL RICHARD IRA JONESMIDDLE SCHOOL LINCOLNELEMENTARYSCHOOL DuPAGE RIVER(IL. ROUTE 126)INDIAN BOUNDARY LINE ROADCONSULTANTS: DESCRIPTION INDEX OF SHEETS SHEET NO. L1.0 COVER SHEET L1.1 PRELIMINARY OVERALL LANDSCAPE PLAN L1.2 PRELIMINARY LANDSCAPE PLAN L1.3 PRELIMINARY LANDSCAPE PLAN L1.4 PRELIMINARY LANDSCAPE PLAN L1.5 PRELIMINARY LANDSCAPE PLAN L1.6 PRELIMINARY LANDSCAPE PLAN L1.7 PRELIMINARY LANDSCAPE PLAN L1.8 PRELIMINARY LANDSCAPE DETAILS L1.9 PRELIMINARY TYPICAL FOUNDATION PLANS L1.10 PARK LANDSCAPE DETAILS L1.11 PARK LANDSCAPE DETAILS L1.12 THROUGH AND KEY LOT EXHIBIT L1.13 THROUGH AND KEY LOT EXHIBIT LOCATION MAP SCALE: 1"=800' LANDSCAPE ARCHITECT: GARY R. WEBER ASSOCIATES, INC 402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 CIVIL ENGINEER: CAGE CIVIL ENGINEERING 3110 WOODCREEK DRIVE DOWNERS GROVE, ILLINOIS 60515 Preliminary Landscape Plan KELLER FARM Plainfield, Illinois July 21, 2023 7/7/23REVISION NO. 01 L1.0 150 OUTLOT A 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 93 115 116 117 118 119 120 121 122 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 589 W W WWWWWWWW W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWWWWWWWW W W W W W W WWWWWW W W W W W W W W W WWWWWWW WWWWWWWWWWWWWWWW W W W W WWWWWWWWWWWWW W W WWWWW WW W W W W W WWW WW W W W W WW W W W W W W WW W WWWWWWWWWWW W W W 302 303 304 158 254 252 253 164 162 161 160 159 156 157 154 155 60 8378798081826962706371646566676861 75 76 77 86 87 85 84 1025 72 73 74 128 127 126 125 124 123 122129 89 90 91 92 93 88 118 117 121 120 119 106 139 508 242 241 320 312 319 311 318 317 316 315 314 321 313 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 501 168 165 166 502 180 210 506 153 152 151 150 503 163 507 147 148 149 500 41 130 31 22 14 6 504 21 13 5 28 20 12 4 27 19 11 3 26 18 10 2 25 17 9 24 16 8 23 15 7 1018 10191016101710141015 1020 1024 1023 1021 10271026 1028 10311030 1029 4546 4344 42 144 145 146142143141140137138 505 29 30 34 32 33 38 3536373940 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 135 131 132 133 134 136 296 295 294 293 292 291 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 306 307 308 309 301 300 299 298 297 54 59 53 58 52 57 51 56 50 49 55 48 47 116105 179 203 197 211 204 273 280 305 1 218 281 510 1022 512 509 515 511 322 310 513 MATHER DRIVE MARKS WAY DISHMAN STREETDYER LANEDYER LANEMATHER DRIVESENITT STREETHENEBRY LANEHENEBRY LANEHENEBRY LANEHENEBRY LANE SOLDIER COURT DARR DRIVEDARR DRIVEHENEBRY LANE HARMS ROADHARMS ROAD LIBERTY GROVE BLVD. LIBERTY G R O V E BLVD.DYER LANEDYER LANEDYER LANEILLINOIS ROUTE 126 ILLINOIS ROUTE 126 WALLIN DRIVEWALLIN DRIVEPRESIDENTIAL AVE LIBERTY GROVE BLVD COLONIAL PKWYSHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY OVERALL LANDSCAPE PLANL1.1KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R0 100' 200' 400' 600'SCALE: 1"=200'NORTH REPRESENTATIVE PLANT LIST GENERAL LANDSCAPE NOTES SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 151 152 153 154 155 156 157 158 159 W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WW W W W W W WW W 242 241 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 180 210 500 6 13 5 12 4 11 3 10 2 9 8 7 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 179 203 197 211 204 273 280 1 218 281 MATHER DRIVE MARKS WAY DISHMAN STREETDYER LANEDYER LANEMATHER DRIVEPRESIDENTIAL AVENUE WALLIN DRIVESHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY LANDSCAPE PLANL1.2KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R0 25' 50' 100' 150'SCALE: 1"=50'NORTH MATCHLINE - SEE SHEET L1.3 NORTHWESTENTRANCE - SEEDETAIL SHEET L1.7 NORTHEAST CORNER- SEE DETAIL SHEET L1.7 MATCHLINE - SEE SHEET L1.3 LEGEND 152 138 139 140 141 142 143 144 145 146 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W WW W W W 158 254 252 253 164 160 159 242 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 501 168 165 166 502 180 163 22 14 21 13 28 20 27 19 26 18 25 17 24 16 23 15 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 322 XXSENITT STREETHENEBRY LANELIBERTY G R O V E BLVD.DYER LANEWALLIN DRIVEWALLIN DRIVESHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY LANDSCAPE PLANL1.3KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R0 25' 50' 100' 150'SCALE: 1"=50'NORTH MATCHLINE - SEE SHEET L1.2 NORTHPARK - SEEDETAIL SHEETL1.10 MATCHLINE - SEE SHEET L1.4 HOA PARKSEE DETAILSHEET L1.7 LEGEND MAIN ENTRANCESEE DETAILSHEET L1.8 MATCHLI N E - S E E SHEET L 1. 4 153 133 134 135 136 137 138 139 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W WW W W WWW 302 303 304 158 164 162 161 160 159 156 157 154 155 320 312 319 311 318 317 316 315 314 321 313 514165 153 152 151 150 503 163 507 147 148 149 31 504 28 27 1018 10191016101710141015 1020 1021 505 29 30 34 32 33 35 296 295 294 293 292 291 306 307 308 309 301 300 299 298 297 305 512 322 310 513HENEBRY LANEHARMS ROAD LIBERTY GROVE BLVD. LIBERTY G R O V E BLVD.DYER LANEDYER LANEWALLIN DRIVESHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY LANDSCAPE PLANL1.4KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R 0 25' 50' 100' 150'SCALE: 1"=50'NORTH MATCHLINE - SEE SHEET L1.3 SOUTH PARKMATCHLINE - SEE SHEET 5MATCHLINE - SEE SHEET L1.3 MATCHLINE - SEE SHEET L1.5 LEGEND TRAFFIC CURCLELANDSCAPE - SEEDETAIL SHEET L1.8 - SEE DETAILSHEET L1.11 154 ILLINOIS ROUTE 126 INDIAN BOUNDARYWWWWW W WWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W 837879808182 75 76 77 86 87 85 84 1025 74 89 90 91 92 93 88 506 1024 1023 1021 10271026 1028 10311030 1029510 1022 512 515 511 XX DARR DRIVE HARMS ROADILLINOIS ROUTE 126 ILLINOIS ROUTE 126HARMS ROADSHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY LANDSCAPE PLANL1.5KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R 0 25' 50' 100' 150'SCALE: 1"=50'NORTH MATCHLINE - SEE SHEET 4 SOUTH ENTRANCE -SEE DETAIL THISSHEET MATCHLINE - SEE SHEET L1.4 MATCHLINE - SEE SHEET L1.6MATCHLINE - SEE SHEET L1.70 10' 20' 40' 60'SCALE: 1"=20'NORTH SOUTH ENTRANCE LANDSCAPE DETAIL LEGEND 155 COLONIAL PKWY673 674 675 676 677 678 679 680 681 682 SOLDIER CT WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W 128 127 126 125 124 123 122129 118 117 121 120 119 139 508 41 130 4546 4344 42 144 145 146142143141140137138 38 3536373940 135 131 132 133 134 136 54 53 52 51 50 49 48 47 HENEBRY LANESOLDIER COURT DARR DRIVEHENEBRY LANECOLONIAL PARKWAYSHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY LANDSCAPE PLANL1.6KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R 0 25' 50' 100' 150'SCALE: 1"=50'NORTH MATCHLINE - SEE SHEET L1.5MATCHLINE - SEE SHEET L1.5MATCHLINE - SEE SHEET L1.7 MATCHLINE - SEE SHEET L1.7 LEGEND 156 WWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW W W W 60 6962 7063 71646566676861 72 73 74 89 88 106 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 59 58 57 56 55 116105 509 HENEBRY LANE SOLDIER COURT ILLINOIS ROUTE 126 W W W W W W W W W W W W WWWWW1 PRESIDENTIAL AVE PRESIDENTIAL AVE WALLIN DRIVESHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY LANDSCAPE PLANL1.7KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R 0 25' 50' 100' 150'SCALE: 1"=50'NORTH MATCHLINE - SEE SHEET L1.5MATCHLINE - SEE SHEET L1.6 MATCHLINE - SEE SHEET L1.6 NORTHWEST ENTRANCE LANDSCAPE DETAIL 0 10' 20' 40' 60'SCALE: 1"=20'NORTH NORTHEAST CORNER ENTRANCE LANDSCAPE DETAIL 0 10' 20' 40' 60'SCALE: 1"=20'NORTH LEGEND 157 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W WWWWWW WALLIN DRIVELIBERTY GRO V E B L V DDYER LANEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW WWWWW LIBERTY GROVE BLVD HENEBRY LANESHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY LANDSCAPE DETAILSL1.8KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R 0 10' 20' 40' 60'SCALE: 1"=20'NORTH MAIN ENTRANCE 0 10' 20' 40' 60' SCALE: 1"=20'NORTH TRAFFIC CURCLE LANDSCAPE DETAIL PLANTING DETAILS PERENNIALS AND GROUNDCOVERS NOT TO SCALE NOT TO SCALE DECIDUOUS AND EVERGREEN SHRUBS DECIDUOUS TREES NOT TO SCALE EVERGREEN TREES NOT TO SCALE LANDSCAPE DETAIL LEGEND 158 SIENA SHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PRELIMINARY TYPICAL FOUNDATION PLANSL1.9KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R SCALE: 1"=10'TYPICAL TOWNHOME FOUNDATION PLAN TYPICAL FOUNDATION PLANT LIST SCALE: 1"=20'TYPICAL SINGLE FAMILY LOT DETAIL TYPICAL SINGLE FAMILY PLANT LIST 159 WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW SHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PARK LANDSCAPE DETAILSL1.10KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R 0 10' 20' 40' 60'SCALE: 1"=20'NORTH NORTH PARK LANDSCAPE DETAIL LIBERTY G R O V E B L V D.HENEBRY LANEDYER LANE160 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW SHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PARK LANDSCAPE DETAILSL1.11KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R 0 10' 20' 40' 60'SCALE: 1"=20'NORTH SOUTH PARK LANDSCAPE DETAIL 0 5' 10' 20' 30'SCALE: 1"=10'NORTH HOA PARK LANDSCAPE DETAIL HENEBRY LANE DARR DRIVE161 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 PRESIDENTIALAVE W W W W WWWWWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW W W WW W W W W W W WW W 158 254 252 253 164 160 159 242 241 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 501 168 165 166 502 180 210 163 500 22 14 6 21 13 5 28 20 12 4 27 19 11 3 26 18 10 2 25 17 9 24 16 8 23 15 7 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 179 203 197 211 204 273 280 1 218 281 322 MATHER DRIVE MARKS WAY DISHMAN STREETDYER LANEDYER LANEMATHER DRIVESENITT STREETHENEBRY LANELIBERTY G R O V E BLVD.DYER LANEPRESIDENTIAL AVENUE WALLIN DRIVEWALLIN DRIVEWALLIN DRIVESHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE KEY & THROUGH LOT BUFFER EXHIBITL1.12KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R0 50' 100' 200' 300' SCALE: 1"=100'NORTH KEY AND THROUGH LOT DETAIL LEGEND THROUGH LOT LANDSCAPING KEY LOT LANDSCAPING MATCHLINE - SEE SHEET L1.13 162 OUTLOT A 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 93 115 116 117 118 119 120 121 122 130 131 132 133 134 135 136 137 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWWWWWWW W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWW W W W W W W W W W WWW W W WWWWWWWWWWWWWWWWWWWWW W W W 302 303 304 162 161 160 156 157 154 155 60 8378798081826962706371646566676861 75 76 77 86 87 85 84 1025 72 73 74 128 127 126 125 124 123 122129 89 90 91 92 93 88 118 117 121 120 119 106 139 508 320 312 319 311 318 317 316 315 314 321 313 506 153 152 151 150 503 507 147 148 149 41 130 31 504 1018 10191016101710141015 1020 1024 1023 1021 10271026 1028 10311030 1029 4546 4344 42 144 145 146142143141140137138 505 29 30 34 32 33 38 3536373940 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 135 131 132 133 134 136 296 295 294 293 292 291 306 307 308 309 301 300 299 298 297 54 59 53 58 52 57 51 56 50 49 55 48 47 116105 305 510 1022 512 509 515 511 322 310 513 XX XX XX HENEBRY LANEHENEBRY LANEHENEBRY LANE SOLDIER COURT DARR DRIVEDARR DRIVEHENEBRY LANE HARMS ROADHARMS ROAD LIBERTY GROVE BLVD.DYER LANEDYER LANEWALLIN DRIVEILLINOIS ROUTE 126ILLINOIS ROUTE 126 LIBERTY GROVE BOULEVARD COLONIAL PARKWAYSHEET NO. REVISIONS DRAWN CHECKED DATE PROJECT NO.PLOT CONFIG:XREFS:402 W. LIBERTY DRIVE WHEATON, ILLINOIS 60187 PHONE: 630-668-7197 www.grwainc.com GARY R. WEBER ASSOCIATES, INC. LAND PLANNING ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE KEY & THROUGH LOT BUFFER EXHIBITL1.13KELLER FARMPLAINFIELD, ILLINOIS5.03.2023 LN21103 NKF GFB 7.21.20231 1141 E. MAIN STREETSUITE 108 EAST DUNDEE, ILLINOIS 60118 CAGE CIVILENGINEERING 3110 WOODCREEK DRIVEDOWNERS GROVE, ILLINOIS 60515 CLIENT CIVIL ENGINEER Know what'sbelow.before you dig.Call R0 50' 100' 200' 300'SCALE: 1"=100'NORTH KEY AND THROUGH LOT DETAIL LEGEND THROUGH LOT LANDSCAPING KEY LOT LANDSCAPING MATCHLINE - SEE SHEET L1.12 163 G E W TV OH T FO X D S PROPOSED LEGEND CURB & GUTTER REVERSE PITCH CURB & GUTTER DEPRESSED CURB & GUTTER PROPOSED BUILDING PCC SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY G E GAS SERVICE ELECTRIC SERVICE STORM SEWER SANITARY SEWER W WATER MAIN STORM STRUCTURE DOWNSPOUT CONNECTION SANITARY MANHOLE CLEANOUT W WATER METER VALVE VAULTW VALVE BOX HYDRANT G E GAS METER ELECTRIC METER PARKING LOT LIGHT FLOW ARROW OVERLAND FLOOD ROUTE TOP OF SIDEWALK GRADE100.00 TW TOP OF CURB GRADE100.00 TC PAVEMENT GRADE100.00 P GROUND GRADE100.00 G FENCEX 100 100 MAJOR CONTOUR MINOR CONTOUR D S 1 SITE LOCATION MAP & CIVIL LEGEND C0.0 PRELIMINARY ENGINEERING FOR KELLER FARM PLAINFIELD, IL SECTION 8, TOWNSHIP 36N, RANGE 9E LOCATION MAP PROJECT SITE SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 SHEET LIST TABLE Sheet Number Sheet Title C0.0 SITE LOCATION MAP & CIVIL LEGEND C0.1 GENERAL NOTES C0.2 EXISTING FEATURES MAP C0.3 OVERALL PHASE PLAN C1.0 OVERALL SITE LAYOUT PLAN C1.1 DETAILED SITE LAYOUT PLAN C1.2 DETAILED SITE LAYOUT PLAN C1.3 DETAILED SITE LAYOUT PLAN C1.4 DETAILED SITE LAYOUT PLAN C1.5 DETAILED SITE LAYOUT PLAN C1.6 DETAILED SITE LAYOUT PLAN C1.7 DETAILED SITE LAYOUT PLAN C1.8 DETAILED SITE LAYOUT PLAN C1.9 DETAILED SITE LAYOUT PLAN C1.10 DETAILED SITE LAYOUT PLAN C1.11 DETAILED SITE LAYOUT PLAN C1.12 DETAILED SITE LAYOUT PLAN C2.0 OVERALL GRADING PLAN C2.1 DETAILED GRADING PLAN C2.2 DETAILED GRADING PLAN C2.3 DETAILED GRADING PLAN C2.4 DETAILED GRADING PLAN C2.5 DETAILED GRADING PLAN C2.6 DETAILED GRADING PLAN C2.7 DETAILED GRADING PLAN C2.8 DETAILED GRADING PLAN C2.9 DETAILED GRADING PLAN C2.10 DETAILED GRADING PLAN C2.11 DETAILED GRADING PLAN C2.12 DETAILED GRADING PLAN C3.0 OVERALL UTILITY PLAN C3.1 DETAILED UTILITY PLAN C3.2 DETAILED UTILITY PLAN C3.3 DETAILED UTILITY PLAN C3.4 DETAILED UTILITY PLAN C3.5 DETAILED UTILITY PLAN C3.6 DETAILED UTILITY PLAN C3.7 DETAILED UTILITY PLAN C3.8 DETAILED UTILITY PLAN C3.9 DETAILED UTILITY PLAN C3.10 DETAILED UTILITY PLAN C3.11 DETAILED UTILITY PLAN C3.12 DETAILED UTILITY PLAN C5.0 ROADWAY DETAILS C5.1 ROADWAY DETAILS VILLAGE NOTIFICATION THE VILLAGE OF PLAINFIELD PUBLIC WORKS AND BUILDING DEPARTMENTS SHALL BE NOTIFIED AT (815) 436-7093 A MINIMUM OF 48 HOURS PRIOR TO BEGINNING OR RESUMING ALL CONSTRUCTION ACTIVITIES. DRAINAGE STATEMENT TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE DRAINAGE OF THE SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THIS PROJECT OR ANY PART THEREOF, OR, THAT IF DRAINAGE WILL BE CHANGED, REASONABLE PROVISION HAS BEEN MADE FOR THE COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS RIGHT TO USE, AND THAT THE SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO ADJOINING PROPERTIES BECAUSE OF THE CONSTRUCTION OF THIS PROJECT. OWNERDATE ENGINEERDATE BENCHMARKS ELEVATIONS ARE IN RELATION TO BENCHMARK DESIGNATION WRI 018, PID DP5473, STATE OF ILLINOIS, COUNTY OF WILL. THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF ROMEOVILLE, 2.0 MI (3.2 KM) SOUTHEAST OF NORMANTOWN AND 0.7 MI (1.1 KM) NORTH OF PLAINFIELD. ELEVATION 603.54' (NAVD 88) SITE BENCHMARK NORTHEAST BOLT OF FIRE HYDRANT ACROSS THE STREET OF SUBJECT PROPERTY AT SOUTHEAST CORNER OF IL ROUTE 126 AND INDIAN BOUNDARY LINE ROAD. ELEVATION = 626.22' (NAVD 88) 164 2 GENERAL NOTES C0.1 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 GENERAL REQUIREMENTS: 1.ALL WORK SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTIONS OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (HEREIN AFTER REFERRED TO AS STANDARD SPECIFICATIONS) ADOPTED APRIL 1, 2016 AND SUPPLEMENTAL SPECIFICATIONS. WITHIN THE STANDARD SPECIFICATIONS, ARTICLES 105.01, 105.09, 105.10, 105.11, 105.12, 105.13 AND SECTION 109 SHALL NOT BE INCORPORATED INTO THIS CONTRACT. 2.SCOPE OF WORK: THE PROPOSED IMPROVEMENTS CONSIST OF SUPPLYING ALL THE NECESSARY LABOR, MATERIAL AND EQUIPMENT TO SATISFACTORILY CONSTRUCT AND INSTALL ALL IMPROVEMENTS ACCORDING TO THE PLANS DESIGNATED HEREIN. 3.CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO LOCATE AND PROTECT ALL UNDERGROUND FACILITIES/UTILITIES DURING CONSTRUCTION OPERATIONS AS OUTLINED IN ARTICLE 107.31 OF THE STANDARD SPECIFICATIONS AND CONTACT THE OWNER. ANY DAMAGE TO ANY UTILITIES SHALL BE PROMPTLY REPORTED TO THE OWNER. REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE UNDERGROUND UTILITIES SHOWN HEREIN ARE APPROXIMATE AND BASED ON THE ACTUAL LOCATION OF SURFACE STRUCTURES AND PLANS PROVIDED BY THE OWNER. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITY PROPERTY FROM CONSTRUCTION OPERATIONS. 4.THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN MARKINGS AND ASSOCIATED HAZARD WARNING LIGHTS, DELINEATOR FENCE, AND OTHER ASSOCIATED FACILITIES AS REQUIRED FOR OPEN TRENCHES, EXCAVATIONS, TEMPORARY STOCK PILES, AND PARKED CONSTRUCTION EQUIPMENT THAT MAY POSE A POTENTIAL HAZARD AS PART OF THE DAILY OPERATIONS AT THIS SITE. CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY. 5.CONTRACTOR SHALL CONTINUOUSLY COMPARE ALL LINES, GRADES, AND OTHER INFORMATION APPEARING ON THE PLANS WITH THE ACTUAL LINES, GRADES, AND SITE CONDITIONS. ANY DISCREPANCIES THAT MAY AFFECT THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE OWNER AND ENGINEER IN WRITING FOR DISPOSITION BEFORE CONTRACTOR PROCEEDS WITH THE WORK. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR THE WORK COMPLETED PRIOR TO THE REPORT TO THE OWNER AND ENGINEER, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CORRECTION OF THE WORK PRIOR TO THE REPORT TO THE OWNER AND ENGINEER. 6.CONTRACTOR PARKING AND LAYDOWN AREAS SHALL BE COORDINATED WITH THE OWNER. 7.PRIOR TO PERFORMING ANY WORK IN OR ON THE RIGHT OF WAY OF ANY CITY OR STATE ROADWAY, THE CONTRACTOR SHALL NOTIFY THE CITY / STATE TRAFFIC ENGINEER'S OFFICE. THE CONTRACTOR SHALL ERECT WARNING SIGNS AND BARRICADES TO PROTECT THE TRAVELING PUBLIC AND HIS WORKERS. THE SIGNING AND BARRICADING SHALL CONFORM TO THE APPROPRIATE APPLICATIONS OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OR AS OTHERWISE DIRECTED BY THE CITY / STATE TRAFFIC ENGINEER. IF PERMITS ARE REQUIRED TO CONDUCT THE WORK, THE CONTRACTOR SHALL SECURE THE PERMITS AND SUPPLY THEM TO THE OWNER AT NO ADDITIONAL COST. ALL FULL WIDTH LANE CLOSURES, PARTIAL LANE CLOSURES, AND CONSTRUCTION ADJACENT TO PAVEMENT SHALL BE IDENTIFIED, SIGNED, AND BARRICADES ERECTED IN CONFORMANCE WITH THE APPLICABLE ARTICLES OF SECTION 701 OF THE STANDARD SPECIFICATIONS AND THE VILLAGE OF PLAINFIELD'S REQUIREMENTS. ALL TRAFFIC PROTECTION, BOTH ONSITE AND OFFSITE, SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 8.CONTRACTOR SHALL REMOVE EARTHEN MATERIALS, EXISTING SURFACES, AND STRUCTURES AS REQUIRED. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OFF-SITE AND SHALL BE INCIDENTAL TO THE CONTRACT. 9.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED. THIS WILL INCLUDE BUT NOT BE LIMITED TO MUNICIPAL BUILDING PERMIT. THE OWNER WILL SECURE THE N.P.D.E.S. PERMIT. THE CONTRACTOR SHALL PROVIDE ANY FINANCIAL SURETIES REQUIRED AS PART OF ANY PERMIT. 10.WHEN CONCRETE IS PLACED ABUTTING STRUCTURES, FOUNDATIONS OR EXISTING SIDEWALKS, A BOND BREAKER CONSISTING OF 1" P.J.F. AND ELASTOMERIC JOINT SEALANT SHALL BE USED FULL DEPTH UNLESS OTHERWISE NOTED. 11.MAXIMUM CONTRACTION JOINT SPACING ON CONCRETE CURB AND GUTTER OR CONCRETE GUTTER SHALL NOT EXCEED 25'. 12.SIDEWALK RAMPS FOR ADA SHALL BE IN ACCORDANCE WITH THE DETAILS SHOWN HEREIN. DETECTABLE WARNINGS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 13.HOT-MIX ASPHALT PAVEMENT PATCHING SHALL BE IN ACCORDANCE WITH SECTION 442 OF THE STANDARD SPECIFICATIONS. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING ELECTRONIC AS-BUILT DRAWINGS, FOR UTILITIES AND DETENTION AREAS, TO THE OWNER AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROJECT ACCEPTANCE. 15.CONSTRUCTION STAKING, LAYOUT, AND GRADING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR USING THE BASIC TOPOGRAPHIC SURVEY CONTROLS PROVIDED IN THE PLANS. CONTRACTOR SHALL VERIFY SURVEY CONTROLS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES IN THE SURVEY CONTROLS SHALL BE REPORTED TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION. ANY ADDITIONAL SURVEY CONTROLS REQUIRED FOR CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 16.CONTRACTOR SHALL COORDINATE ALL UTILITY LINE CROSSINGS TO ENSURE ALL PIPES MAINTAIN MINIMUM COVER, MINIMUM CLEARANCES, AND PROPER SEPARATION. GRAVITY LINES SHALL HAVE PRECEDENCE OVER PRESSURIZED LINES. 17.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS INCORPORATED INTO THE WORK FOR ENGINEER REVIEW AND APPROVAL A MINIMUM OF 4 WEEKS PRIOR TO ORDERING. 18.REFERENCES TO "INSPECTION" OR "INSPECTOR" IN THE SPECIFICATIONS SHALL NOT CREATE, IMPOSE, OR GIVE RISE TO ANY DUTY OWED BY THE OWNER OR ENGINEER TO THE CONTRACTOR, ANY SUBCONTRACTOR, OR ANY SUPPLIER. ALL IMPROVEMENTS SHALL BE SUBJECT TO INSPECTION BY A DULY AUTHORIZED AND QUALIFIED OWNER'S REPRESENTATIVE BOTH DURING THE COURSE OF CONSTRUCTION AND AFTER CONSTRUCTION IS COMPLETE. THE INSPECTOR SHALL HAVE AUTHORITY OVER MATERIALS OF CONSTRUCTION, METHODS OF CONSTRUCTION AND WORKSMANSHIP TO ENSURE COMPLIANCE WITH WORKING DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE FOR REASONABLE TESTS AND PROOF OF QUALITY OF MATERIALS AS REQUESTED BY THE INSPECTOR. UPON DUE CAUSE, WHICH SHALL INCLUDE WEATHER CONDITIONS, WORKMANSHIP OR NON-ADHEREANCE TO THE APPROVED PLANS AND SPECIFICATIONS, THE INSPECTOR SHALL HAVE THE AUTHORITY TO STOP CONSTRUCTION. 19.WHERE SECTION, SUB-SECTION, SUBDIVISION, OR PROPERTY MONUMENTS ARE ENCOUNTERED, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL PROPERTY MARKERS UNTIL AN OWNER OR AUTHORIZED SURVEYOR HAS WITNESSED OR REFERENCED THEIR LOCATION. 20.ALL TRENCH BACKFILL SHALL BE IMPORTED GRANULAR MATERIAL UNLESS EXISTING GRANULAR MATERIALS ARE SPECIFICALLY APPROVED BY THE OWNER'S REPRESENTATIVE. 21.ALL AGGREGATE BASE COURSE SHALL BE COMPACTED TO 98% STANDARD PROCTOR DENSITY. 22.ALL AGGREGATE BASE AREAS TO BE PAVED (PAVEMENT, SIDEWALK, CURB, OR STRUCTURES) SHALL BE PROOF-ROLLED WITH SEVERAL PASSES OF A FULLY LOADED DUMP TRUCK. CONTRACTOR SHALL NOTIFY THE OWNER AND/OR ENGINEER 24 HOURS PRIOR TO PROOF ROLL AND SHALL MAKE ALL CORRECTIONS TO PROVIDE A SATISFACTORY SUBGRADE. 23.ANY UNCONTROLLED CRACKING THAT OCCURS IN CONCRETE PAVEMENT, SIDEWALK, CURB, OR CURB AND GUTTER PRIOR TO FINAL ACCEPTANCE SHALL BE ROUTED OR SAWED AND SEALED ACCORDING TO THE STANDARD SPECIFICATIONS. 24.CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY WORK IN AND AROUND UTILITY-OWNED INFRASTRUCTURE AND MAKE THEM AWARE OF WORK TO BE PERFORMED. 25.ALL SIDEWALKS SHALL BE 4 INCHES IN THICKNESS AND CONSTRUCTED TO THE WIDTH SHOWN ON THE PLANS. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A MIN. CROSS SLOPE OF 1% AND A MAX. CROSS SLOPE OF 2%. SIDEWALK THICKNESS SHALL BE INCREASED TO A MINIMUM 6" AT DRIVEWAYS OR AS REQUIRED BY THE VILLAGE OF PLAINFIELD. 26.ANY SIDEWALKS, FENCES, AND OTHER ITEMS NOT SHOWN TO BE REMOVED, BUT DAMAGED DURING CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 27.CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY A MINIMUM OF 48 HOURS PRIOR TO CONNECTING TO OR INSTALLING ANY PUBLIC SEWER OR WATER MAINS. 28.PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THEIR WORK WITH THE ACTUAL CONDITIONS AT THE PROJECT SITE. IN ADDITION, THE CONTRACTOR MUST VERIFY THE ENGINEER'S LINE AND GRADE STAKES. IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE CONSTRUCTION PLANS, THE CONTRACTOR MUST IMMEDIATELY PROVIDE THE INFORMATION TO THE ENGINEER BEFORE DOING ANY WORK. OTHERWISE, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, STANDARD SPECIFICATIONS AND/OR DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTIONS FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK EFFECTED BY OMISSIONS OR DISCREPANCIES. IF THE CONTRACTOR FAILS TO SECURE WRITTEN INSTRUCTIONS FROM THE ENGINEER, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY DOUBT OR QUESTION ARISING WITH RESPECT TO SPECIFICATIONS, THE DECISION OF THE ENGINEER SHALL BE FINAL. EXISTING TOPOGRAPHY: 1.ALL UTILITIES SHOWN ARE APPROXIMATE ONLY AND ARE DERIVED FROM EXISTING UTILITY MARKINGS, OLD SITE PLANS, UTILITY COMPANY MAPS, PRIVATE LOCATOR AND OBSERVED EVIDENCE. 2.ALL PIPE SIZES REFERENCED HEREON ARE SHOWN ACCORDING TO UTILITY COMPANY MAPS, OLD SITE PLANS AND OBSERVED EVIDENCE. ALL PIPE SIZES AND INVERTS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. 3.PRIOR TO ANY EXCAVATION CONTRACTORS SHALL CALL THE TOLL FREE J.U.L.I.E. TELEPHONE NUMBER 1-800-892-0123. ALLOW 48 HOURS FOR LOCATIONS OTHER THAN EMERGENCY ASSISTANCE. SITE DEMOLITION: 1.EXISTING UTILITIES TO REMAIN, WHICH ARE DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION, SHALL BE REPAIRED AND/OR REPLACED WITHOUT ADDITIONAL COMPENSATION. CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES TO REMAIN ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONSTRUCTION MANAGER FOR COORDINATION WITH THE OWNER'S REPRESENTATIVE, ENGINEER, AND UTILITY COMPANY. 2.NO DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL TAKE PLACE WITHIN PUBLIC RIGHT-OF-WAY UNTIL ALL PERMITS ARE SECURED. 3.ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT FULL DEPTH. 4.CONTRACTOR SHALL EMPLOY ALL MEASURES NECESSARY DURING DEMOLITION TO CONTROL EROSION AND INSURE THAT SEDIMENT DOES NOT LEAVE THE SITE. TRACKING OF DIRT ONTO PUBLIC STREETS AND EXISTING PARKING LOT SHALL BE CLEANED IMMEDIATELY, AND ALL SEDIMENT AND EROSION CONTROL ITEMS SHALL BE INSTALLED PRIOR TO CLEARING AND DEMOLITION WORK. 5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND BECOMING FAMILIAR WITH ALL CONSTRUCTION DOCUMENTS. 6.ITEMS INDICATED TO BE REMOVED SHALL BE COMPLETELY REMOVED UNLESS INDICATED OTHERWISE. 7.ALL TREES AND BRUSH INDICATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ROOT BALLS. 8.UNLESS OTHERWISE IDENTIFIED AND/OR NOTED ON THE DEMOLITION PLAN, CONTRACTOR SHALL FULLY DEMOLISH, REMOVE, AND LAWFULLY DISPOSE OF ALL EXISTING BUILDINGS, IMPROVEMENTS, AND RELATED APPURTENANCES AT THIS SITE AND PROPERTY. CONTRACTOR SHALL ALSO DEMOLISH, REMOVE, AND LAWFULLY DISPOSE OF EXISTING IMPROVEMENTS AND CONSTRUCTIONS IN THE PUBLIC RIGHT-OF-WAY NECESSARY TO ACCOMPLISH THE NEW PROJECT WORK DESCRIBED ELSEWHERE IN THESE BIDDING AND CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROCURE ALL NECESSARY PERMITS AND APPROVALS FOR SUCH DEMOLITION WORK (BOTH INSIDE THE PROPERTY LINE AND IN THE PUBLIC RIGHT-OF-WAY) PRIOR TO COMMENCING ANY DEMOLITION OPERATIONS. 9.CONTRACTOR SHALL FULLY PROTECT ALL SURROUNDING PROPERTIES FROM ANY AND ALL DAMAGE DURING DEMOLITION OPERATIONS; AND SHALL BE FULLY RESPONSIBLE FOR REPAIRING (TO A CONDITION ACCEPTABLE TO THE OWNER AND ARCHITECT) ANY AND ALL DAMAGE THAT DOES OCCUR. 10.CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROLS AND RELATED APPURTENANCES THAT ARE REQUIRED BY ANY APPLICABLE CODES AND ORDINANCES, DURING ALL DEMOLITION OPERATIONS. 11.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SAFETY AND SECURITY OF THE PROJECT SITE AND ITS SURROUNDINGS DURING DEMOLITION OPERATIONS. 12.ALL DEMOLISHED EXISTING MATERIALS, SYSTEMS, AND CONSTRUCTIONS SHALL BE DISPOSED OF IN A LAWFUL MANNER, AND WRITTEN RECORDS OF THE FINAL DESTINATION FOR THESE MATERIALS, SYSTEMS, AND CONSTRUCTIONS SHALL BE PROVIDED TO THE OWNER AND ENGINEER. 13.EXISTING SITE SHALL BE CLEANED ON A DAILY BASIS THROUGHOUT THE DURATION OF DEMOLITIONS OPERATIONS; AND NO DEBRIS OR PRODUCTS OF DEMOLITION SHALL BE ALLOWED TO ACCUMULATE OUTSIDE THE BOUNDARIES OF THE SITE. 14.CONTRACTOR SHALL FULLY COORDINATE ALL PROJECT DEMOLITION OPERATIONS, INCLUDING THE REMOVAL AND LAWFUL DISPOSAL OF ALL MATERIALS AND SYSTEMS. SITE LAYOUT: 1.JOINTS IN SIDEWALK SHALL BE TOOLED AT 5' MAX. INTERVALS, UNLESS INDICATED OTHERWISE. 2.NORTHING-EASTING COORDINATES AND DIMENSIONS FOR CURB AND GUTTER ARE TO FACE OF CURB. 3.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN PUBLIC RIGHT-OF-WAY WITH THE APPROPRIATE PUBLIC AGENCY. NOTIFICATION SHALL OCCUR A MINIMUM OF 48 HOURS PRIOR TO COMMENCING WORK WITHIN PUBLIC RIGHT-OF-WAY. ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4.P.C. CONCRETE PAVEMENT AND SIDEWALKS SHALL BE CLASS PV AND CLASS SI, RESPECTIVELY, IN ACCORDANCE WITH THE IDOT STANDARD SPECIFICATIONS. 5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND BECOMING FAMILIAR WITH ALL CONSTRUCTION DOCUMENTS. 6.SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND DOOR LOCATIONS. 7.CONTRACTOR SHALL COORDINATE EQUIPMENT PADS WITH EQUIPMENT MANUFACTURERS. SITE GRADING AND EROSION CONTROL: 1.ALL SUBGRADE EXCAVATION AND COMPACTION SHALL BE COMPLETED IN ACCORDANCE WITH THE "FINAL - SOIL EXPLORATION AND ANALYSIS" PREPARED BY MIDLAND STANDARD ENGINEERING & TESTING, INC. 2.ENGINEERED STRUCTURAL FILLS SHALL BE INCLUDED IN OVERALL SITE DEVELOPMENT TO PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR THE FLOOR SLABS ON GRADE AND ADJOINING PAVEMENT AREAS. REFER TO THE GEOTECHNICAL REPORT FOR APPROVED FILL MATERIALS. 3.WHERE FIRM FOUNDATION MATERIAL IS NOT ENCOUNTERED AT THE GRADE ESTABLISHED, DUE TO UNSUITABLE SOIL, ALL SUCH UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH APPROVED COMPACTED GRANULAR MATERIAL. 4.TOPSOIL SHALL BE STRIPPED IN ALL STRUCTURAL FILL AREAS BEFORE PLACEMENT OF FILL MATERIAL AND SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE OWNER OR PER PLAN. 5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM EARTHWORK CALCULATIONS BASED ON THE PROVIDED PLANS AND TO LAWFULLY DISPOSE OF AND REMOVE ANY EXCESS MATERIAL FROM THE PROJECT SITE, OR TO PROVIDE ANY NECESSARY FILL MATERIAL THAT MAY BE REQUIRED TO MEET THE FINAL PLAN GRADES. THE DISPOSAL OR PROVIDING OF MATERIAL SHALL BE INCIDENTAL TO THE CONTRACT. 6.ALL VEGETATIVE AND STRUCTURAL EROSION CONTROL PRACTICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE "ILLINOIS URBAN MANUAL." 7.THE OWNER/ENGINEER SHALL PROVIDE THE SOIL EROSION AND SEDIMENT CONTROL PLANS INCLUDED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTATION OF THE STORMWATER POLLUTION PREVENTION PLAN BOOKLET AND ASSOCIATED DOCUMENTS IN ACCORDANCE WITH THE "GENERAL NPDES PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITE ACTIVITIES," AND A COPY SHALL BE KEPT ONSITE AT ALL TIMES. 8.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INSTALLATION, ALL INSPECTIONS, AND MAINTENANCE OF ALL EROSION CONTROL FACILITIES REQUIRED BY THE GENERAL NPDES PERMIT UNTIL FINAL STABILIZATION OF ALL AREAS DISTURBED BY CONSTRUCTION OCCURS. MAINTENANCE AND REPLACEMENT OF EROSION CONTROL ITEMS SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT. 9.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY MUST BE SEEDED, SODDED, BLANKETED OR OTHERWISE PROTECTED WITHIN 14 DAYS OF FINAL DISTURBANCE. ALL AREAS DISTURBED BY THE CONTRACTOR DURING THE CONSTRUCTION OF THIS PROJECT WHICH ARE LOCATED OUTSIDE OF THE PROPOSED SEEDING LIMITS SHALL BE GRADED TO DRAIN, FERTILIZED, SEEDED, MULCHED AND WATERED. THE COST ASSOCIATED WITH THE PLACEMENT OF ADDITIONAL FERTILIZER, SEED, MULCH AND WATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. A MINIMUM OF 70% VEGETATIVE COVERAGE IS REQUIRED PRIOR TO ACCEPTANCE. SEE LANDSCAPE PLANS FOR ADDITIONAL REQUIREMENTS. 10.ALL EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM MEASURES REQUIRED. UNFORESEEN CHANGES IN SCOPE, SCHEDULE OR CONSTRUCTION METHODS MAY RESULT IN CHANGES OR ADDITIONS TO THIS PLAN AND THE SWPPP. ANY CHANGES OR ADDITIONS NECESSARY TO MAINTAIN COMPLIANCE WITH THE NPDES PERMIT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER. 11.SHOULD PROJECT SCHEDULING PROHIBIT THE ABILITY TO SEED DISTURBED EARTH UPON COMPLETION OF GRADING, CONTRACTOR SHALL EMPLOY ALTERNATE SOURCE CONTROLS IN ADDITION TO THOSE ON THIS PLAN, INCIDENTAL TO THE CONTRACT. 12.DUST CONTROL MUST BE PROVIDED AS NEEDED, BY WATERING OR OTHER MEANS. 13.ALL AREAS WITH THE EXCEPTION OF PAVEMENT SHALL BE FINISHED IN ACCORDANCE WITH THE LANDSCAPE PLANS INCLUDED IN THE PLAN SET. 14.CONTRACTOR SHALL INSTALL INLET FILTER PROTECTION BASKETS INSIDE ALL EXISTING AND PROPOSED MANHOLES AND INLET FRAMES. 15.CONTRACTOR IS REQUIRED TO PROVIDE AND USE A CONCRETE WASHOUT AREA FOR RINSING CONCRETE TRUCKS. 16.CONTRACTOR IS REQUIRED TO PROVIDE AND USE A TEMPORARY CONSTRUCTION ENTRANCE FOR ALL CONSTRUCTION TRAFFIC PER PLAN. 17.CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC ENTERING AND EXITING THE SITE MAINTAIN CLEAN TIRES. ANY SEDIMENT TRACKED ONTO ADJACENT ROADWAYS OR PAVED AREAS SHALL BE REMOVED BY THE CONTRACTOR BY THE END OF THE SAME WORK DAY. 18.ALL ELEVATIONS SHOWN ARE TO FINISHED PAVEMENT UNLESS SPECIFIED OTHERWISE. 19.ALL SLOPES GREATER THAN OR EQUAL TO 4:1 SHALL BE STABILIZED WITH NORTH AMERICAN GREEN BIONET S75BN EROSION CONTROL BLANKET OR EQUIVALENT. 20.CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" TOPSOIL IN ALL ISLANDS, LANDSCAPE AREAS, AND OPEN SPACES. SITE UTILITIES: 1.THIS CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: A."STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS", CURRENT EDITION. B.ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" C.VILLAGE OF PLAINFIELD SUBDIVISION CODE, STANDARDS AND SPECIFICATIONS, LATEST EDITION. 2.ALL UTILITY TRENCHES UNDER OR WITHIN 2' OF EXISTING OR PROPOSED PAVEMENT OR BUILDING SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH IDOT SPECIFICATIONS. CONTROLLED LOW-STRENGTH MATERIAL (CLSM) SHALL BE USED TO BACKFILL TRENCHES WITHIN PUBLIC RIGHT OF WAY. THE CLSM SHALL EXTEND 2 FT PAST THE PROPOSED PAVEMENT, CURB, OR SIDEWALK. 3.OPEN CUT TRENCHES SHALL BE SHEETED AND BRACED AS REQUIRED BY THE GOVERNING STATE, FEDERAL LAWS AND MUNICIPAL ORDINANCES, AND AS MAY BE NECESSARY TO PROTECT LIFE, PROPERTY OR THE WORK. 4.CONTRACTOR SHALL AT ALL TIMES DURING CONSTRUCTION PROVIDE AND MAINTAIN SUFFICIENT MEANS AND DEVICES TO REMOVE AND PROPERLY DISPOSE OF ALL WATER ENTERING THE EXCAVATIONS. WATER SHALL BE FILTERED AND DISCHARGED IN ACCORDANCE WITH THE NPDES REQUIREMENTS. 5.ALL PIPE SHALL BE INSTALLED ON A BEDDING OF APPROVED, COMPACTED GRANULAR MATERIAL UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE BEDDING MATERIAL SHALL BE INSTALLED PER STANDARD SPECIFICATIONS AND PROVIDED PLAN DETAILS. 6.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER MAINS AND SEWERS. IF SEPARATION IS NOT POSSIBLE, WATER MAIN ENCASEMENT SHALL BE REQUIRED OR THE SEWER SHALL BE CONSTRUCTED OF WATER MAIN QUALITY PIPE. 7.WATER MAINS SHALL CROSS ABOVE SEWERS WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES WHILE STILL MAINTAINING THE REQUIRED DEPTH OF COVER. IF PROPER SEPARATION IS NOT POSSIBLE, OR IF THE WATER MAIN MUST BE ROUTED UNDER THE SEWER, WATER MAIN ENCASEMENT SHALL BE REQUIRED OR THE SEWER SHALL BE CONSTRUCTED OF WATER MAIN QUALITY PIPE. 8.ALL SANITARY SEWERS SHALL BE TESTED FOR EXFILTRATION OF AIR UNDER PRESSURE, INFILTRATION OF WATER, AND/OR EXFILTRATION OF WATER AS PER STANDARD SPECIFICATIONS. ALL SANITARY SEWERS SHALL BE DEFLECTION TESTED NO SOONER THAN 30 DAYS AFTER INSTALLATION. ALL MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS BY EITHER ASTM C 969 OR ASTM C 1244. 9.SEE SHEET C0.2 VOP SPECIFICATIONS FOR STORM SEWER MATERIALS. 10.SEE SHEET C0.2 VOP SPECIFICATIONS FOR SANITARY SEWER MATERIALS. 11.ALL CLEANOUT RIMS SHALL BE CONSTRUCTED FLUSH WITH THE FINISHED GROUND SURFACE. 12.CONTRACTOR SHALL COORDINATE CONSTRUCTION OF SANITARY SEWER SERVICES WITH THE DEPARTMENT OF PUBLIC WORKS. 13.CONTRACTOR SHALL COORDINATE WATER MAIN, FIRE AND DOMESTIC WATER SERVICES WITH THE DEPARTMENT OF PUBLIC WORKS. 14.GENERAL CONTRACTOR SHALL COORDINATE ALL UTILITY LINES THAT ENTER THE BUILDING. IN GENERAL, PLUMBING PLANS SHOW ALL INTERIOR BUILDING PIPING AND PIPING UP TO 5-FEET OUTSIDE THE BUILDING. CIVIL PLANS SHOW SITE PIPING BEGINNING FROM 5-FEET OUTSIDE THE BUILDING. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTIONS. 15.CONTRACTOR SHALL COORDINATE ALL UTILITY LINE CROSSINGS TO ENSURE ALL PIPES MAINTAIN MINIMUM COVER, MINIMUM CLEARANCES, AND PROPER SEPARATION. GRAVITY LINES SHALL HAVE PRECEDENCE OVER PRESSURIZED LINES. 16.ALL TRENCH BACKFILL SHALL BE IMPORTED GRANULAR MATERIAL UNLESS EXISTING GRANULAR MATERIALS ARE SPECIFICALLY APPROVED BY THE OWNER'S REPRESENTATIVE. 17.SEE SHEET C0.2 VOP SPECIFICATIONS FOR ALL WATERMAIN CONSTRUCTION. INDEMNIFICATION: 1.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE WINGSPAN DEVELOPMENT GROUP, LLC, THE VILLAGE OF PLAINFIELD, AND CAGE ENGINEERING, INC. FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE CONTRACTOR'S WORK. IN ANY AND ALL CLAIMS AGAINST THE OWNER OR CAGE ENGINEERING, INC. BY ANY EMPLOYEE OF THE CONTRACTOR, OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR, OR ANYONE FOR WHOSE ACTS THE CONTRACTOR MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION SHALL NOT BE LIMITED IN ANY WAY BY ANY LIMITATION ON THE AMOUNT OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR UNDER WORKER'S COMPENSATIONS ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. CONSTRUCTION MEANS, METHODS, SAFETY 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, INCLUDING OSHA STANDARDS AND WITH ANY OTHER APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR TO PROTECT THEM FROM DAMAGE, INJURY OR LOSS. THE CONTRACTOR SHALL PROVIDE ALL SAFEGUARDS, SAFETY DEVICES AND PROTECTIVE EQUIPMENT AND SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS UTILIZED BY THE CONTRACTOR AND HIS SUB-CONTRACTORS IN THE PERFORMANCE OF THEIR WORK AND SHALL TAKE ANY OTHER ACTIONS NECESSARY TO PROTECT THE LIFE AN HEALTH OF EMPLOYEES ON THE JOB AND THE SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES, EQUIPMENT, AND FOR SAFETY PRECAUTIONS OR PROGRAMS, UNLESS SUCH MEANS AND EQUIPMENT ARE SPECIFIED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH SECTION 108.06 LABOR, METHODS, AND EQUIPMENT OF THE "STANDARD SPECIFICATIONS." ALL PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE VILLAGE PLAINFIELD STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICTING INFORMATION, THE VILLAGE OF PLAINFIELD SPECIFICATIONS SHALL GOVERN. 165 GGGW W IL ROUTE 126 (LOCKPORT ST)WALLIN DRIVELIBERTY GROVE LIBERTY GROVE LIBERTY GROVE PATRIOT SQUARE SIXTEEN THIRTY APARTMENTS FAIRFIELD RIDGE 3 EXISTING FEATURES MAP C0.2 1" = ' (HORIZONTAL) '' 200 4002000 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.166 WW W W WW W WWW WW W W W W WW W W W W W W WW W WW W W W 1 2 3 4 5 6 7 891011 12 13 14 15 16 17 18 302 303 304 158 254 252 253 164 162 161 160 159 156 157 154 155 60 8378798081826962706371646566676861 75 76 77 86 87 85 84 1025 72 73 74 128 127 126 125 124 123 122129 89 90 91 92 93 88 118 117 121 120 119 106 139 508 242 241 320 312 319 311 318 317 316 315 314 321 313 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 501 168 165 166 502 180 210 506 153 152 151 150 503 163 507 147 148 149 500 41 130 31 22 14 6 504 21 13 5 28 20 12 4 27 19 11 3 26 18 10 2 25 17 9 24 16 8 23 15 7 1018 10191016101710141015 1020 1024 1023 1021 10271026 1028 10311030 1029 4546 4344 42 144 145 146142143141140137138 505 29 30 34 32 33 38 3536373940 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 135 131 132 133 134 136 296 295 294 293 292 291 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 306 307 308 309 301 300 299 298 297 54 59 53 58 52 57 51 56 50 49 55 48 47 116105 179 203 197 211 204 273 280 305 1 218 281 510 1022 512 509 515 511 322 310 513 IL ROUTE 126 (LOCKPORT ST)WALLIN DRIVEILLINOIS ROUTE 126 (LOCKPORT STREET)COLONIAL PKWYSOLDIER CT LIBERTY GROVE BLVD PRESIDENTIAL AVE WALLIN DRIVEPROPOSED DETENTION BASIN PROPOSED DETENTION BASIN PROPOSED DETENTION BASIN PROPOSED DETENTION BASINDYER LANEMATHER DRIVE MARKS WAY DISHMAN STREETMATHER DRIVESENNITT STREETHENEBRY LANEDYER LANEHARMS ROADDARR DRIVEHENEBRY LANELIBE R T Y G R O V E B L V D HENEBRY LANE HARMS ROAD DARR DRIVEHENEBRY LANE DYER LANEHENEBRY LANEPROPOSED PARK SITE ±1.9 AC. PROPOSED PARK SITE ± 3.5 AC. FUTURE COMMERCIAL DEVELOPMENT ± 8.7 AC. N88°51'31"E 1781.73' S85°43'23"W 155.28'N01°34'47"W 601.93'S01°44'14"E 2653.79'N88°40'41"E 1323.82'N01°42'32"W 2647.90'N88°55'58"E 1163.92' N88°18'12"E 1297.22' N87°43'21"E 482.86' DYER LANE SOLDIER CT WALLIN DRIVEN01°41'48"W 1317.22'4 OVERALL PHASE PLAN C0.3 1" = ' (HORIZONTAL) '' 200 4002000 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.PHASE 3 PHASE 2 PHASE 1 PHASE 4 PHASE 1A GRADING LEGEND PHASE 1:WALLIN DRIVE AT LIBERTY GROVE BLVD INTERSECTION PHASE 1A:WALLIN DRIVE AT COMMERECIAL ENTRANCE INTERSECTION PHASE 1A:RIGHT-TURN LANE AT WALLIN DRIVE & ROUTE 126 INTERSECTION PHASE 1A:SOUTH ENTRANCE ONTO ROUTE 126 PHASE 3:WALLIN DRIVE AT PRESIDENTIAL AVE INTERSECTION 167 WW W W WW W WWW WW W W W W WW W W W W W W WW W WW W W W 1 2 3 4 5 6 7 891011 12 13 14 15 16 17 18 302 303 304 158 254 252 253 164 162 161 160 159 156 157 154 155 60 8378798081826962706371646566676861 75 76 77 86 87 85 84 1025 72 73 74 128 127 126 125 124 123 122129 89 90 91 92 93 88 118 117 121 120 119 106 139 508 242 241 320 312 319 311 318 317 316 315 314 321 313 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 501 168 165 166 502 180 210 506 153 152 151 150 503 163 507 147 148 149 500 41 130 31 22 14 6 504 21 13 5 28 20 12 4 27 19 11 3 26 18 10 2 25 17 9 24 16 8 23 15 7 1018 10191016101710141015 1020 1024 1023 1021 10271026 1028 10311030 1029 4546 4344 42 144 145 146142143141140137138 505 29 30 34 32 33 38 3536373940 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 135 131 132 133 134 136 296 295 294 293 292 291 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 306 307 308 309 301 300 299 298 297 54 59 53 58 52 57 51 56 50 49 55 48 47 116105 179 203 197 211 204 273 280 305 1 218 281 510 1022 512 509 515 511 322 310 513 IL ROUTE 126 (LOCKPORT ST)WALLIN DRIVEILLINOIS ROUTE 126 (LOCKPORT STREET)COLONIAL PKWYSOLDIER CT LIBERTY GROVE BLVD PRESIDENTIAL AVE WALLIN DRIVEPROPOSED DETENTION BASIN PROPOSED DETENTION BASIN PROPOSED DETENTION BASIN PROPOSED DETENTION BASINDYER LANEMATHER DRIVE MARKS WAY DISHMAN STREETMATHER DRIVESENNITT STREETHENEBRY LANEDYER LANEHARMS ROADDARR DRIVEHENEBRY LANELIBE R T Y G R O V E B L V D HENEBRY LANE HARMS ROAD DARR DRIVEHENEBRY LANE DYER LANEHENEBRY LANEPROPOSED PARK SITE ±1.9 AC. PROPOSED PARK SITE ± 3.5 AC. FUTURE COMMERCIAL DEVELOPMENT ± 8.7 AC. N88°51'31"E 1781.73' S85°43'23"W 155.28' N02°53'03"W 96.85'N01°34'47"W 601.93'N88°55'58"E 40.18'S01°44'14"E 2653.79'N88°40'41"E 1323.82'N01°42'32"W 2647.90'N88°55'58"E 1163.92' N88°18'12"E 1297.22' N87°43'21"E 482.86' DYER LANE SOLDIER CT WALLIN DRIVE28.0' B-B 60.0' ROW 28.0' B-B 60.0' ROW 28.0' B-B 28.0' B-B 60.0' ROW 60.0' ROW 28.0' B-B 60.0' ROW N41°16'40"E 45.54' S88°25'13" W 24.43'N01°41'48"W 1317.22'10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER5 OVERALL SITE LAYOUT PLAN C1.0 1" = ' (HORIZONTAL) '' 200 4002000 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.SEE SHEET C1.2 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.4 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.6 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.9 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.12 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.1 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.3 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.7 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.10 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.5 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.8 FOR DETAILED SITE LAYOUT PLAN SEE SHEET C1.11 FOR DETAILED SITE LAYOUT PLAN PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT LOT DESCRIPTION MEDALLION SINGLE FAMILY HOMES 84 UNITS MEDALLION ESTATE SINGLE FAMILY HOMES 130 UNITS ANDARE SINGLE FAMILY HOMES 108 UNITS URBAN TOWNHOMES 83 UNITS TOTAL 405 UNITS ASPHALT PATHWAY PHASE 2 PHASE 1 PHASE 3 PHASE 4 PHASE 1A MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 168 W W W S PRESIDENTIAL AVE 215216 212213214 210 6 5 4 3 2 9 8 7 199 202 201 200 198 217 207206205 209208 222221220219 224223 203 197 211 204 1 218 MATHER DRIVE PRESIDENTIAL AVE DYER LANEMARKS WAY MARKS WAY 28.0' B/B 60.0' R.O.W.28.0' B/B60.0' R.O.W.28.0' B/B60.0' R.O.W.30.0' REAR YARD SETBACK (TYP.) 10.0' SIDE YARD SETBACK (TYP.) 30.0' FRONT YARD SETBACK (TYP.)31.0' B/B10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER6 DETAILED SITE LAYOUT PLAN C1.1 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 169 W W OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OHOHWALLIN DRIVEPRESIDENTIAL AVE 233 234 235 236 237 231 230 229 232 212 228227226225 210 500 272 269 274 278 268 275 279 271 267 276 270 277 198 209 224223 197 211 273 MATHER DRIVE PRESIDENTIAL AVE DISHMAN STREETMARKS WAY 28.0' B/B 60.0' R.O.W.30.0' REAR YARD SETBACK (TYP.) 30.0' FRONT YARD SETBACK (TYP.) 7.0' SIDE YARD SETBACK (TYP.) 8' MULTI-USE PATH 8' MULTI-USE PATH 220' LEFT-TURN STORAGE12'12'215' LEFT-TURN TAPER12' 10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER7 DETAILED SITE LAYOUT PLAN C1.2 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 170 WW W 180 14 21 13 20 12 19 11 18 10 17 9 16 15 191 195194193192 196 284 285 286 287 288 289 282 283 173 182 186 177 185 181 174 178 184 188 175 172 183 187 176 179 281 DYER LANE HENEBRY LANESENNITT STREET28.0' B/B 60.0' R.O.W. 30.0' REAR YARD SETBACK (TYP.) 10.0' SIDE YARD SETBACK (TYP.) 30.0' FRONT YARD SETBACK (TYP.) 28.0' B/B 60.0' R.O.W. 10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER8 DETAILED SITE LAYOUT PLAN C1.3 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 171 W W W OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHE E E WALLIN DRIVE242 241 248 249 250 243 244 245 246 247 255 262 261 260 259 258 257 256 263 240 238 239 264265 501 279 267 266 195 196 284 285 286 287 288 289 282 283 280 281 DYER LANEDISHMAN STREETM ATHERDRIVEDYER LANE 28.0' B/B 60.0' R.O.W. 30.0' REAR YARD SETBACK (TYP.) 7.0' SIDE YARD SETBACK (TYP.) 30.0' FRONT YARD SETBACK (TYP.) PROPOSED DETENTION BASIN 8' MULTI-USE PATH 8' MULTI-USE PATH 215' LEFT-TURN TAPER10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER9 DETAILED SITE LAYOUT PLAN C1.4 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 172 WW W W W S LIBERTY GROVE BLVD 158 164 162 161 160 159 156 154 155 168 165 166 503 163 22 504 28 27 26 25 24 23 505 29 290 169 190 170 189 171 188 167SENNITT STREETH E N E B RYLANELIBERTY GROVE BLVD 28.0' B/B 60.0' R.O.W. 28.0' B/B 60.0' R.O.W.32.0' B/B66.0' R.O.W.30.0' REAR YARD SETBACK (TYP.) 10.0' SIDE YARD SETBACK (TYP.) 30.0' FRONT YARD SETBACK (TYP.) 8' MULTI-USE PATH PROPOSED PARK SITE ±3.5 ACRES 10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER10 DETAILED SITE LAYOUT PLAN C1.5 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 173 WW OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHWALLIN DRIVE158 254 252 253 159 156 157 155 320 319 318 321 250 251 514 255 502 293 292 291 289 290 322 DYER LANEDYER LANELIBERT Y G R O V E B L V D 30.0' REAR YARD SETBACK (TYP.) 6.0' SIDE YARD SETBACK (TYP.) 25.0' FRONT YARD SETBACK (TYP.) 28.0' B/B 60.0' R.O.W. 3 2 . 0 ' B /B 6 6 . 0 ' R .O .W . 8' MULTI-USE PATH PROPOSED DETENTION BASIN PROPOSED PARK SITE ±3.5 ACRES 8' MULTI-USE PATH 12'12'220' LEFT-TURN STORAGE215' LEFT-TURN TAPER12' POWER POLE TO BE RELOCATED 12'12'12'220' LEFT-TURN STORAGE215' LEFT-TURN TAPER10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER11 DETAILED SITE LAYOUT PLAN C1.6 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 174 W COLONIAL PKWY139 508 41 4546 4344 42 142 143141140 137 138 3940 135 132 133 134 136 53 52 51 50 49 48 47 HENEBRY LANE COLONIAL PKWYHENEBRY LANE30.0' REAR YARD SETBACK (TYP.) 7.0' SIDE YARD SETBACK (TYP.) 30.0' FRONT YARD SETBACK (TYP.) PROPOSED DETENTION BASIN28.0' B/B60.0' R.O.W.10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER12 DETAILED SITE LAYOUT PLAN C1.7 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 175 W WW 302 303 304 92 93 118 117 119 153 152 151 150 507 147 148 149 31 1014 1015 1024 144 145 146143 29 30 34 32 33 38 35363739 HENEBRY LANE ALLEY EALLEY A30.0' REAR YARD SETBACK (TYP.) 7.0' SIDE YARD SETBACK (TYP.) 30.0' FRONT YARD SETBACK (TYP.) 30.0' REAR YARD SETBACK (TYP.) 10.0' SIDE YARD SETBACK (TYP.) 30.0' FRONT YARD SETBACK (TYP.) 28.0' B/B 60.0' R.O.W. 8' MULTI-USE PATH PROPOSED DETENTION BASIN DARR DRIVE28.0' B/B 60.0' R.O.W.20.0'(TYP.)PROPOSED PARK SITE ±1.9 ACRES 51.4'51.4'34.0'41.0' 10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER13 DETAILED SITE LAYOUT PLAN C1.8 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 176 W W W W W W OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHWALLIN DRIVE302 303 304 312 311 318 317 316 315 314 313 1018 1019 1016 10171015 1020 1024 1023 1021 296 295 294 293 306 307 308 309 301 300 299 298 297 305 1022 512 515 310 513 ALLEY EALLEY AALLEY BALLEY CALLEY DALLEY E HARMS ROAD DYER LANE8' MULTI-USE PATH 30.0' REAR YARD SETBACK (TYP.) 25.0' FRONT YARD SETBACK (TYP.) PROPOSED DETENTION BASIN 28.0' B/B 60.0' R.O.W.20.0'(TYP.)8' MULTI-USE PATH 12'±13'215' RIGHT-TURN LANE220' RIGHT-TURN TAPER12'12' 6.0' SIDE YARD SETBACK (TYP.)51.4'34.0'34.0'34.0'41.0' 55.0' 41.0'41.0'34.0'TRADITIONAL TOWNHOMES 14 DETAILED SITE LAYOUT PLAN C1.9 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY 177 W W OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E E TS TS SOLDIER CT IL ROUTE 126 (LOCKPORT ST) 60 69 62 63 64 65 66 67 6861 128 127 126 125 124 129 106 130 104 107 99102 98 108 113 101 97 109 110 100103 111 112 131 132 54 59 53 58 57 56 55 105 HENEBRY LANE SOLDIER CT 8' MULTI-USE PATH 30.0' REAR YARD SETBACK (TYP.) 6.0' SIDE YARD SETBACK (TYP.) 25.0' FRONT YARD SETBACK (TYP.)28.0' B/B60.0' R.O.W.28.0' B/B60.0' R.O.W.10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER15 DETAILED SITE LAYOUT PLAN C1.10 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 178 W W W W OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH TS TS IL ROUTE 126 (LOCKPORT ST) 83 78 79 80 81 82 69 70 71 75 76 77 86 87 85 84 1025 72 73 74 124 123 122 89 90 91 92 88 121 120 119 506 10271026 1028 10311030 1029 113 97 114 96 115 95 94 116 510 509 SOLDIER CT DARR DRIVEALLEY GALLEY F HARMS ROAD8' MULTI-USE PATH 30.0' REAR YARD SETBACK (TYP.) 6.0' SIDE YARD SETBACK (TYP.) 25.0' FRONT YARD SETBACK (TYP.) PROPOSED DETENTION BASIN 28.0' B/B60.0' R.O.W.28.0' 60.0' R.O.W. 20.0' 24.0'51.4'51.4'14.0' 14.0'41.0' 41.0' 41.0'35.8'35.8'14.0' 14.0' TRADITIONAL TOWNHOMES 16 DETAILED SITE LAYOUT PLAN C1.11 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY TOWNHOME DETAIL 179 TS OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHTS TSTS E TS TS E WALLIN DRIVEIL ROUTE 126 (LOCKPORT S T ) 83 1025 1027 1031 1029 510 515 511 DARR DRIVEALLEY GALLEY F HARMS ROAD28.0' 60.0' R.O.W. 20.0' 24.0'17.0' 8' MULTI-USE PATH FUTURE COMMERCIAL DEVELOPMENT ±8.7 ACRES 150' LEFT-TURN STORAGE264' LEFT-TURN TAPERPOWER POLE TO BE RELOCATED 12'220' RIGHT-TURN TAPER215' RIGHT-TURN STORAGE185' RIGHT-TURN STORA G E 200' RIGHT-TURN TAPER12'PROPOSED CROSSWALK WITH ADA RAMPS51.4'14.0' 14.0'41.0' 41.0' 41.0'35.8'10' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 1-28 & 34-54 & 154-234 N.T.S.30'SIDE CORNER60'R.O.W.60'R.O.W.6' SIDE YARD 25' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 55-130 & 291-322 N.T.S.25'SIDE CORNER60'R.O.W.7' SIDE YARD 30' FRONT SETBACK 30' REAR SETBACK SINGLE-FAMILY LOTS 29-33 & 131-153 & 235-290 N.T.S.30'SIDE CORNER17 DETAILED SITE LAYOUT PLAN C1.12 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C1.1 C1.2 C1.4C1.3 C1.5 C1.6 C1.7 C1.8 C1.9 C1.10 C1.11 C1.12 PAVING LEGEND CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT ASPHALT PATHWAY MEDALLION ESTATE S.F. HOMES ANDARE S.F. HOMES MEDALLION S.F. HOMES 180 1 2 3 4 5 6 7 891011 12 13 14 15 16 17 18 PROPOSED DETENTION BASIN PROPOSED DETENTION BASIN PROPOSED DETENTION BASIN PROPOSED DETENTION BASIN 18 OVERALL GRADING PLAN C2.0 1" = ' (HORIZONTAL) '' 200 4002000 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.SEE SHEET C2.2 F OR DET AILE D GRADING PLAN SEE SHEET C2.4 FOR DE TAIL ED GRADING PLAN SEE SHEET C2.6 F OR DET AILE D GRADING PLAN SEE SHEET C2.9 FOR DETAILED GRADING PLAN SEE SHEET C2.12 F O R D E T A I L E D G R A DI N G PLA N SEE SHEET C2.1 FO R DETA ILED GRADING PLAN SEE SHEET C2.3 FO R D E TA I L ED G RADI NG PLAN SEE SHEET C2.7 F OR D E T AI L E D GRADING PLA N SEE SHEET C2.10 F O R D E T A I L E D G R A D ING P L AN SEE SHEET C2.11 F O R D E T A I L E D G RADING PLA N SEE SHEET C2.5 F O R D E T A I L E D GRADING PLAN SEE SHEET C2.8 FO R D E TA I L E D G RADIN G PLAN PHASE 2 PHASE 1 PHASE 3 PHASE 4 PHASE 1A 181 215216 212213214 210 6 5 4 3 2 9 8 7 199 202 201 200 198 217 207206205 209208 222221220219 224223 203 197 211 204 1 218 S PRESIDENTIAL AVE 627.5 G 627.9 G 628.2 G 628.6 G 629.0 G 629.3 G 629.7 G 626.0 G 626.3 G 626.7 G 627.0 G 627.4 G 627.8 G 626.0 G 626.3 G 626.7 G 627.1 G 627.4 G 627.8 G 625.6 G 627.2 G 624.9 MEET EX. G 624.2 MEET EX. G 624.9 MEET EX. G 625.5 MEET EX. G 625.9 MEET EX. G 625.3 MEET EX. G 625.3 MEET EX. G 624.1 MEET EX. G 625.6 MEET EX. G 627.0 MEET EX. G 627.8 G 627.4 G 627.1 G 626.7 G 626.4 G 626.0 G 625.7 G 625.3 G 625.0 G 624.6 G 627.5 G 627.9 G 628.3 G 628.6 G 629.0 G 629.3 G 627.6 G 626.4 G 627.2 G 625.6 G 627.21 T/C 627.57 T/C 627.93 T/C 628.28 T/C 628.64 T/C 628.99 T/C 629.35 T/C 625.66 T/C 626.01 T/C 626.37 T/C 626.72 T/C 627.08 T/C 627.43 T/C 627.23 T/C 627.58 T/C 627.94 T/C 628.29 T/C 628.65 T/C 629.00 T/C 625.67 T/C 626.03 T/C 626.38 T/C 626.74 T/C 627.09 T/C 627.45 T/C 624.29 T/C 624.64 T/C 624.99 T/C 625.35 T/C 625.70 T/C 626.06 T/C 626.41 T/C 626.77 T/C 627.12 T/C 627.48 T/C 625.83 T/C 624.28 T/C 626.80 T/C 625.23 T/C 624.85 T/C 626.42 T/C 626.81 T/C 626.81 T/C 625.23 T/C 625.24 T/C 627.04 T/C 627.56 T/C 627.57 T/C 627.94 T/C T/F = 631.8 G/F = 631.2 T/F = 631.8 G/F = 631.2 T/F = 631.4 G/F = 630.8T/F = 631.1 G/F = 630.5 T/F = 630.7 G/F = 630.1 T/F = 630.4 G/F = 629.8T/F = 630.0 G/F = 629.4T/F = 629.6 G/F = 629.0 T/F = 628.1 G/F = 627.5 T/F = 628.4 G/F = 627.8 T/F = 628.8 G/F = 628.2 T/F = 629.1 G/F = 628.5 T/F = 629.5 G/F = 628.9 T/F = 629.9 G/F = 629.3 T/F = 630.2 G/F = 629.6 T/F = 630.2 G/F = 629.6 T/F = 629.9 G/F = 629.3T/F = 629.5 G/F = 628.9T/F = 629.2 G/F = 628.6T/F = 628.8 G/F = 628.2T/F = 628.4 G/F = 627.8T/F = 628.1 G/F = 627.5 T/F = 629.9 G/F = 629.3 T/F = 629.5 G/F = 628.9 T/F = 629.2 G/F = 628.6 T/F = 628.8 G/F = 628.2 T/F = 628.5 G/F = 627.9 T/F = 628.1 G/F = 627.5 T/F = 627.8 G/F = 627.2 T/F = 627.4 G/F = 626.8 T/F = 627.1 G/F = 626.5 624.51 MEET EX. P 624.69 MEET EX. P HP: 629.4 P LP: 624.1 P 0.5%0.5%0.5%0.5% 0.5%0.5% 0.5% 0.5%0.5% 1.8% 0.5% 0.5% 626.86 T/C 626.87 T/C 625.30 T/C 625.32 T/C T/F = 629.6 G/F = 629.0 T/F = 630.0 G/F = 629.4 T/F = 630.3 G/F = 629.7 T/F = 630.7 G/F = 630.1 T/F = 631.1 G/F = 630.5 T/F = 631.4 G/F = 630.8 DETAILED REAR YARD GRADING & DRAINAGE WILL BE COMPLETED AT FINAL ENGINEERING DESIGN. THE PROPOSED KELLER FARM DEVELOPMENT WILL HAVE REAR YARD SWALE AND STORM SEWER SYSTEM SEPARATE FROM THE EXISTING ADJACENT LIBERTY GROVE SUBDIVISION. STORMWATERS FROM THE PROPOSED KELLER FARM WILL NOT FLOW ONTO THE EXISTING LIBERTY GROVE LOTS. 19 DETAILED GRADING PLAN C2.1 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 182 233 234 235 236 237 231 230 229 232 212 228227226225 210 500 272 269 274 278 268 275 279 271 267 276 270 277 198 209 224223 197 211 273 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OHOHWALLIN DRIVEPRESIDENTIAL AVE 629.0 G 629.3 G 629.7 G 629.3 G 628.7 G 628.0 G 627.4 G 627.8 G 630.0 G 627.4 G 627.8 G 626.4 G 626.1 G 625.8 G 625.4 G 625.8 G 626.1 G 626.0 G 629.0 G 629.3 G 629.3 G 629.0 G 628.7 G 628.4 G 627.7 G 627.0 G 628.4 G 628.1 G 626.7 G 627.1 G 627.5 G 626.2 G 625.8 G 625.4 G 625.8 G 626.2 G 628.1 G 627.6 G 629.9 G 629.7 G 628.64 T/C 628.99 T/C 629.35 T/C 628.99 T/C 628.34 T/C 627.69 T/C 627.08 T/C 627.43 T/C 628.65 T/C 629.00 T/C 627.09 T/C 627.45 T/C 625.76 T/C 625.44 T/C 625.11 T/C 625.43 T/C 625.76 T/C 625.64 T/C 629.02 T/C 628.70 T/C 628.37 T/C 628.04 T/C 627.37 T/C 626.69 T/C 625.85 T/C 625.48 T/C 625.11 T/C 625.48 T/C 625.85 T/C 626.07 T/C 626.40 T/C 626.81 T/C 627.22 T/C629.61 T/C 629.23 T/C 628.24 T/C 627.85 T/C 626.05 T/C 627.52 T/C 629.42 T/C 629.42 T/C 627.65 T/C 627.85 T/C 627.48 MEET EX. P 626.98 T/C 629.42 T/C 626.96 T/C 628.11 MEET EX. P T/F = 631.8 G/F = 631.2 T/F = 632.0 G/F = 631.4 T/F = 631.4 G/F = 630.8 T/F = 630.8 G/F = 630.2 T/F = 630.1 G/F = 629.5 T/F = 629.6 G/F = 629.0 T/F = 629.2 G/F = 628.6 T/F = 628.8 G/F = 628.2 T/F = 628.5 G/F = 627.9 T/F = 628.2 G/F = 627.6 T/F = 627.9 G/F = 627.3 T/F = 627.9 G/F = 627.3 T/F = 628.2 G/F = 627.6 T/F = 628.2 G/F = 627.6 T/F = 629.1 G/F = 628.5 T/F = 628.3 G/F = 627.7 T/F = 628.3 G/F = 627.7 T/F = 629.8 G/F = 629.2 T/F = 630.5 G/F = 629.9 T/F = 627.9 G/F = 627.3 T/F = 627.9 G/F = 627.3 T/F = 630.8 G/F = 630.2 T/F = 631.1 G/F = 630.5 T/F = 628.3 G/F = 627.7 T/F = 631.4 G/F = 630.8 T/F = 631.8 G/F = 631.2 T/F = 629.1 G/F = 628.5T/F = 631.8 G/F = 631.2 T/F = 631.4 G/F = 630.8 T/F = 629.9 G/F = 629.3 T/F = 630.2 G/F = 629.6 T/F = 630.2 G/F = 629.6 T/F = 629.9 G/F = 629.3 HP: 629.5 P LP: 624.9 P HP: 625.7 P LP: 626.3 P 0.5% 1.0%1.0%0.5%1. 0%0.5%0.5%0.5%1.0%0.5% 0.5%0.5% 0.5%0.5% 629.7 G 629.34 T/C 627.0 G 629.36 T/C 627.79 T/C 627.80 T/C T/F = 631.4 G/F = 630.8 626.50 T/C 626.42 T/C A A C C EASTER BERM GRADING PROPOSED DRAINAGE SWALE PROPOSED OUTLOT EXISTING GROUND 6' 3.5 1 3.5 16' PROPOSED GROUND PROPOSED ROW PROPOSED LOT LINE MATCH PROPOSED GRADE MATCH EXISTING GROUND A A PROP. 40' B-B AGGREGATE SHOULDER, 8" PROP. HOT-MIX ASPHALT SURFACE COURSE, N50, 1-1/2" HOT-MIX ASPHALT BINDER COURSE, N50, 2-1/2" HOT-MIX ASPHALT BASE COURSE, 9" & SUBBASE GRANULAR MATERIAL, 4" (CA6) 12' EX. LANE 12' EX. LANE 6'6' 2% (TYP.)2% (TYP.) 2'2' WALLIN DRIVE CROSS SECTION C C EX. BINDER & BASE BITUNIMOUS MATERIAL TACK COAT SURFACE MILL, 1-1/2" EXISTING 20 DETAILED GRADING PLAN C2.2 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 183 180 14 21 13 20 12 19 11 18 10 17 9 16 15 191 195194193192 196 284 285 286 287 288 289 282 283 173 182 186 177 185 181 174 178 184 188 175 172 183 187 176 179 281 625.2 G 625.6 G 625.9 G 626.3 G 626.6 G 626.6 G 626.2 G 625.8 G 625.5 G 627.0 MEET EX. G 628.0 MEET EX. G 627.7 MEET EX. G 627.1 MEET EX. G 626.6 MEET EX. G 627.0 MEET EX. G 626.1 MEET EX. G 625.3 MEET EX. G 624.1 MEET EX. G 624.6 MEET EX. G 626.8 MEET EX. G 625.9 MEET EX. G 625.8 G 625.0 G 625.4 G 625.8 G 626.2 G 626.6 G 626.6 G 626.2 G 625.9 G 624.6 G 624.9 G 625.1 G 624.9 G 625.2 G 625.5 G 625.8 G 625.4 G 625.1 G 625.4 G 625.8 G 626.2 G 626.4 G 625.3 G 625.6 G 625.7 G 625.4 G 625.2 G 625.5 G 625.9 G 626.2 G 624.6 G 624.9 G 625.2 G 624.8 G 624.5 G 625.5 G626.3 G624.9 G 624.24 T/C 624.61 T/C 624.85 T/C 624.48 T/C 624.17 T/C 625.83 T/C 625.48 T/C 625.12 T/C 624.77 T/C 625.12 T/C 625.48 T/C 625.21 T/C 624.85 T/C 624.29 T/C 625.54 T/C 625.92 T/C 626.29 T/C 626.23 T/C 625.86 T/C 625.48 T/C 625.10 T/C 624.73 T/C 625.92 T/C 625.57 T/C 625.22 T/C 624.86 T/C 625.03 T/C 625.39 T/C 624.94 T/C 625.30 T/C 624.59 T/C 624.55 T/C 625.53 T/C 625.88 T/C 626.24 T/C 626.30 T/C 625.95 T/C 625.59 T/C 625.24 T/C 624.88 T/C 624.28 T/C 624.14 T/C 624.22 T/C 625.12 T/C 624.73 T/C 625.12 T/C 624.73 T/C 624.85 T/C 624.87 T/C T/F = 627.3 G/F = 626.7 T/F = 627.0 G/F = 626.4 T/F = 627.3 G/F = 626.7 T/F = 627.3 G/F = 626.7 T/F = 626.9 G/F = 626.3 T/F = 627.0 G/F = 626.4 T/F = 627.9 G/F = 627.3 T/F = 628.3 G/F = 627.7 T/F = 628.7 G/F = 628.1 T/F = 628.7 G/F = 628.1 T/F = 628.7 G/F = 628.1 T/F = 628.4 G/F = 627.8 T/F = 628.0 G/F = 627.4 T/F = 627.7 G/F = 627.1 T/F = 627.3 G/F = 626.7 T/F = 628.0 G/F = 627.4 T/F = 628.3 G/F = 627.7 T/F = 628.7 G/F = 628.1 T/F = 628.7 G/F = 628.1 T/F = 628.7 G/F = 628.1 T/F = 628.3 G/F = 627.7 T/F = 627.9 G/F = 627.3 T/F = 627.5 G/F = 626.9 T/F = 628.3 G/F = 627.7 T/F = 628.0 G/F = 627.4 T/F = 627.6 G/F = 627.0 T/F = 627.5 G/F = 626.9 T/F = 627.8 G/F = 627.2 T/F = 627.8 G/F = 627.2 T/F = 627.7 G/F = 627.1 T/F = 627.4 G/F = 626.8 T/F = 627.1 G/F = 626.5 T/F = 627.0 G/F = 626.4 T/F = 627.2 G/F = 626.6 T/F = 627.2 G/F = 626.6 T/F = 627.3 G/F = 626.7 T/F = 627.6 G/F = 627.0 T/F = 627.9 G/F = 627.3 T/F = 627.9 G/F = 627.3 T/F = 627.5 G/F = 626.9 T/F = 627.5 G/F = 626.9 T/F = 627.9 G/F = 627.3 T/F = 628.3 G/F = 627.7 T/F = 628.3 G/F = 627.7 LP: 624.0 P LP: 624.0 P HP: 626.3 P LP: 624.1 P HP: 625.3 P LP: 624.6 P HP: 625.8 P LP: 624.4 P HP: 624.9 P 0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5% 0.7% 625.18 T/C 624.61 T/C 625.18 T/C 625.2 G 624.98 T/C 624.83 T/C DETAILED REAR YARD GRADING & DRAINAGE WILL BE COMPLETED AT FINAL ENGINEERING DESIGN. THE PROPOSED KELLER FARM DEVELOPMENT WILL HAVE REAR YARD SWALE AND STORM SEWER SYSTEM SEPARATE FROM THE EXISTING ADJACENT LIBERTY GROVE SUBDIVISION. STORMWATERS FROM THE PROPOSED KELLER FARM WILL NOT FLOW ONTO THE EXISTING LIBERTY GROVE LOTS. 21 DETAILED GRADING PLAN C2.3 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 184 242 241 248 249 250 243 244 245 246 247 255 262 261 260 259 258 257 256 263 240 238 239 264265 501 279 267 266 195 196 284 285 286 287 288 289 282 283 280 281 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHE E E WALLIN DRIVE626.0 G 625.6 G 625.3 G 625.0 G 625.4 G 625.6 G 625.8 G 625.5 G 625.1 G 624.8 G 624.5 G 624.8 G 625.1 G 625.1 G 626.6 G 625.7 G 625.7 G 625.4 G 625.1 G 624.8 G 624.5 G 624.9 G 625.2 G 625.8 G 625.0 G 624.7 G 624.7 G 627.0 G 626.3 G 624.8 G 624.5 G 625.8 G 627.6 G 624.9 G 624.48 T/C 624.17 T/C 625.64 T/C 625.31 T/C 625.00 T/C 625.32 T/C 625.47 T/C 625.15 T/C 624.82 T/C 624.50 T/C 624.17 T/C 624.50 T/C 624.82 T/C 625.37 T/C 625.43 T/C 625.10 T/C 624.78 T/C 624.45 T/C 624.21 T/C 624.54 T/C 624.88 T/C 626.69 T/C 626.02 T/C 625.50 T/C 624.33 T/C 624.35 T/C624.67 T/C624.14 T/C 624.79 T/C 624.92 T/C 625.01 T/C 624.03 T/C 624.76 T/C 624.74 T/C 624.60 T/C 625.20 T/C 624.60 T/C 625.20 T/C T/F = 628.1 G/F = 627.5 T/F = 627.7 G/F = 627.1 T/F = 627.4 G/F = 626.8 T/F = 627.5 G/F = 626.9 T/F = 627.7 G/F = 627.1 T/F = 627.9 G/F = 627.3 T/F = 627.9 G/F = 627.3 T/F = 627.6 G/F = 627.0 T/F = 627.2 G/F = 626.6 T/F = 626.9 G/F = 626.3 T/F = 626.9 G/F = 626.3 T/F = 627.2 G/F = 626.6 T/F = 627.2 G/F = 626.6 T/F = 627.3 G/F = 626.7 T/F = 627.3 G/F = 626.7 T/F = 627.0 G/F = 626.4 T/F = 626.9 G/F = 626.3 T/F = 627.2 G/F = 626.6 T/F = 627.5 G/F = 626.9 T/F = 627.8 G/F = 627.2 T/F = 627.8 G/F = 627.2 T/F = 627.8 G/F = 627.2 T/F = 626.8 G/F = 626.2T/F = 627.1 G/F = 626.5 T/F = 627.9 G/F = 627.3 T/F = 628.4 G/F = 627.8 T/F = 629.1 G/F = 628.5 T/F = 628.3 G/F = 627.7 T/F = 626.9 G/F = 626.3 T/F = 627.0 G/F = 626.4 T/F = 627.9 G/F = 627.3 T/F = 628.3 G/F = 627.7 T/F = 628.7 G/F = 628.1 T/F = 628.7 G/F = 628.1 T/F = 628.7 G/F = 628.1 T/F = 628.4 G/F = 627.8 T/F = 628.0 G/F = 627.4 T/F = 627.7 G/F = 627.1 T/F = 627.3 G/F = 626.7 NWL = 619.0 HP: 624.8 P LP: 624.0 P HP: 625.4 P LP: 623.9 P LP: 624.0 P DETENTION BASIN A HWL = 623.21 NWL = 619.00 0.5%0.5%0.5%0.5%0.5% 0.5%0.5%0.5%0.5%1.0%625.5 G626.8 G 625.15 T/C 625.7 G 625.35 T/C 624.55 T/C 626.42 T/C 624.76 T/C 624.42 T/C 624.68 T/C A A A A C C EASTER BERM GRADING PROPOSED DRAINAGE SWALE PROPOSED OUTLOT EXISTING GROUND 6' 3.5 1 3.5 16' PROPOSED GROUND PROPOSED ROW PROPOSED LOT LINE MATCH PROPOSED GRADE MATCH EXISTING GROUND A A PROP. 40' B-B AGGREGATE SHOULDER, 8" PROP. HOT-MIX ASPHALT SURFACE COURSE, N50, 1-1/2" HOT-MIX ASPHALT BINDER COURSE, N50, 2-1/2" HOT-MIX ASPHALT BASE COURSE, 9" & SUBBASE GRANULAR MATERIAL, 4" (CA6) 12' EX. LANE 12' EX. LANE 6'6' 2% (TYP.)2% (TYP.) 2'2' WALLIN DRIVE CROSS SECTION C C EX. BINDER & BASE BITUNIMOUS MATERIAL TACK COAT SURFACE MILL, 1-1/2" EXISTING 22 DETAILED GRADING PLAN C2.4 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 185 158 164 162 161 160 159 156 154 155 168 165 166 503 163 22 504 28 27 26 25 24 23 505 29 290 169 190 170 189 171 188 167 S LIBERTY GROVE BLVD 624.5 G 624.8 G 626.8 MEET EX. G 625.2 MEET EX. G 626.3 MEET EX. G 626.1 MEET EX. G 626.7 MEET EX. G 625.6 MEET EX. G 625.6 MEET EX. G 625.9 MEET EX. G 624.4 MEET EX. G 624.7 G 624.7 G 626.1 G 625.7 G 625.4 G 625.0 G 625.3 G 625.7 G 626.3 G 625.6 G 624.7 G 626.0 G 625.6 G 625.6 G 624.8 G 625.1 G 625.5 G 624.8 G 624.5 G 625.5 G 623.8 G 624.1 G 624.6 G 624.7 G 624.3 G 625.3 G 624.7 G 624.9 G 624.6 G 624.3 G 625.1 MEET EX. G 625.2 MEET EX. G 624.5 G 624.43 T/C 625.31 T/C 624.68 T/C 625.04 T/C 625.40 T/C 625.75 T/C 624.35 T/C 624.37 T/C 624.54 T/C 624.91 T/C 625.31 T/C 625.66 T/C 624.53 T/C 624.17 T/C 624.17 T/C 624.20 T/C 624.45 T/C 624.73 T/C 625.23 T/C 624.94 T/C 623.43 T/C 623.76 T/C 624.24 T/C 624.33 T/C 624.00 T/C 624.30 T/C 624.49 T/C 624.19 T/C 623.88 T/C 625.93 T/C 625.02 T/C 625.6 G 625.26 T/C 625.63 T/C 625.30 T/C T/F = 626.9 G/F = 626.3 T/F = 627.1 G/F = 626.5 T/F = 626.8 G/F = 626.2 T/F = 626.8 G/F = 626.2 T/F = 627.4 G/F = 626.8T/F = 627.7 G/F = 627.1 T/F = 627.7 G/F = 627.1 T/F = 628.1 G/F = 627.5 T/F = 628.3 G/F = 627.7 T/F = 628.2 G/F = 627.6 T/F = 627.8 G/F = 627.2 T/F = 627.5 G/F = 626.9 T/F = 627.4 G/F = 626.8 T/F = 627.8 G/F = 627.2 T/F = 628.4 G/F = 627.8 T/F = 628.4 G/F = 627.8 T/F = 627.6 G/F = 627.0 T/F = 627.6 G/F = 627.0 T/F = 627.2 G/F = 626.6 T/F = 626.9 G/F = 626.3 T/F = 626.4 G/F = 625.8 T/F = 626.8 G/F = 626.2 T/F = 626.8 G/F = 626.2 T/F = 626.7 G/F = 626.1T/F = 626.2 G/F = 625.6 T/F = 627.0 G/F = 626.4 T/F = 627.0 G/F = 626.4T/F = 626.5 G/F = 625.9 T/F = 627.1 G/F = 626.5 624.41 MEET EX. P 624.37 MEET EX. P HP: 624.4 P LP: 624.0 P LP: 624.5 P HP: 625.8 P LP: 624.0 P HP: 624.5 P LP: 623.1 P 0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5% 0.5% 0.5% 625.28 T/C 625.33 T/C 625.30 T/C 625.44 T/C DETAILED REAR YARD GRADING & DRAINAGE WILL BE COMPLETED AT FINAL ENGINEERING DESIGN. THE PROPOSED KELLER FARM DEVELOPMENT WILL HAVE REAR YARD SWALE AND STORM SEWER SYSTEM SEPARATE FROM THE EXISTING ADJACENT LIBERTY GROVE SUBDIVISION. STORMWATERS FROM THE PROPOSED KELLER FARM WILL NOT FLOW ONTO THE EXISTING LIBERTY GROVE LOTS. 23 DETAILED GRADING PLAN C2.5 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 186 158 254 252 253 159 156 157 155 320 319 318 321 250 251 514 255 502 293 292 291 289 290 322 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHWALLIN DRIVE625.1 G 624.8 G 624.5 G 625.5 G 625.2 G 624.8 G 624.5 G 625.5 G 624.5 G 624.8 G 625.2 G 624.9 G 624.5 G 624.9 G 625.1 G 624.8 G 624.5 G 624.7 G 624.3 G 623.9 G 624.7 G 624.9 G 624.4 G 625.16 T/C 624.23 T/C 624.53 T/C 624.85 T/C 624.54 T/C 624.22 T/C 624.59 T/C 624.81 T/C 624.50 T/C 624.18 T/C 624.79 T/C 624.50 T/C 624.17 T/C 625.09 T/C 624.92 T/C 624.50 T/C 624.18 T/C 624.33 T/C 623.87 T/C 623.51 T/C 624.00 T/C 624.30 T/C 624.49 T/C T/F = 627.2 G/F = 626.6 T/F = 627.2 G/F = 626.6 T/F = 626.9 G/F = 626.3 T/F = 627.6 G/F = 627.0 T/F = 626.9 G/F = 626.3 T/F = 627.3 G/F = 626.7T/F = 627.3 G/F = 626.7 T/F = 626.9 G/F = 626.3 T/F = 626.4 G/F = 625.8 T/F = 626.8 G/F = 626.2 T/F = 626.8 G/F = 626.2 T/F = 627.0 G/F = 626.4 T/F = 627.0 G/F = 626.4 T/F = 626.7 G/F = 626.1 T/F = 627.0 G/F = 626.4 T/F = 627.2 G/F = 626.6 T/F = 627.2 G/F = 626.6 T/F = 626.9 G/F = 626.3 NWL = 619.0 NWL = 6 1 8. 0 0 624.32 MEET EX. P 624.44 MEET EX. P HP: 624.4 P LP: 623.1 P HP: 623.9 P LP: 624.0 P HP: 624.8 P HP: 624.7 P LP: 623.1 P DETENTION BASIN B HWL = 622.14 NWL = 618.0 0.5%0.5%1.0%0.5%0.5% 0.5% 0.5% T/F = 627.2 G/F = 626.6 T/F = 627.2 G/F = 626.6 T/F = 626.9 G/F = 626.3 A A A A C C EASTER BERM GRADING PROPOSED DRAINAGE SWALE PROPOSED OUTLOT EXISTING GROUND 6' 3.5 1 3.5 16' PROPOSED GROUND PROPOSED ROW PROPOSED LOT LINE MATCH PROPOSED GRADE MATCH EXISTING GROUND A A PROP. 40' B-B AGGREGATE SHOULDER, 8" PROP. HOT-MIX ASPHALT SURFACE COURSE, N50, 1-1/2" HOT-MIX ASPHALT BINDER COURSE, N50, 2-1/2" HOT-MIX ASPHALT BASE COURSE, 9" & SUBBASE GRANULAR MATERIAL, 4" (CA6) 12' EX. LANE 12' EX. LANE 6'6' 2% (TYP.)2% (TYP.) 2'2' WALLIN DRIVE CROSS SECTION C C EX. BINDER & BASE BITUNIMOUS MATERIAL TACK COAT SURFACE MILL, 1-1/2" EXISTING 24 DETAILED GRADING PLAN C2.6 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 187 139 508 41 4546 4344 42 142 143141140 137 138 3940 135 132 133 134 136 53 52 51 50 49 48 47 COLONIAL PKWY625.0 MEET EX. G624.3 MEET EX. G623.1 MEET EX. G624.4 MEET EX. G624.5 MEET EX. G625.0 MEET EX. G624.2 MEET EX. G622.0 MEET EX. G 624.2 G 624.5 G 624.8 G624.1 G624.4 G624.7 G625.0 G625.4 G 624.3 G 624.7 G 625.0 G 625.4 G 625.7 G 626.1 G 626.0 G 624.3 G 624.6 G 625.0 G 625.3 G 625.6 G 626.2 G 624.6 G625.0 G625.4 G625.8 G 625.4 G 624.6 G624.3 G 624.30 T/C623.95 T/C624.31 T/C624.69 T/C625.07 T/C625.44 T/C 624.50 T/C624.17 T/C 623.84 T/C 623.74 T/C624.07 T/C624.39 T/C624.72 T/C625.04 T/C 624.01 T/C 624.36 T/C 624.72 T/C 625.07 T/C 625.43 T/C 625.78 T/C 625.29 T/C 624.97 T/C 624.64 T/C 624.32 T/C 623.99 T/C 625.41 T/C 625.05 T/C 625.7 G 625.18 T/C 625.86 T/C 623.87 T/C 622.95 T/C 625.67 T/C T/F = 627.4 G/F = 626.8T/F = 626.7 G/F = 626.1 T/F = 626.7 G/F = 626.1T/F = 627.1 G/F = 626.5T/F = 627.5 G/F = 626.9T/F = 627.9 G/F = 627.3T/F = 627.9 G/F = 627.3T/F = 629.0 G/F = 628.4 T/F = 627.7 G/F = 627.1 T/F = 627.8 G/F = 627.2 T/F = 627.8 G/F = 627.2 T/F = 627.4 G/F = 626.8 T/F = 627.1 G/F = 626.5 T/F = 626.7 G/F = 626.1 T/F = 626.4 G/F = 625.8 T/F = 626.5 G/F = 625.9T/F = 626.8 G/F = 626.2 T/F = 627.1 G/F = 626.5 T/F = 627.5 G/F = 626.9 T/F = 628.3 G/F = 627.7 T/F = 628.3 G/F = 627.7 T/F = 627.7 G/F = 627.1 T/F = 627.4 G/F = 626.8 T/F = 627.1 G/F = 626.5 T/F = 626.7 G/F = 626.1 T/F = 626.6 G/F = 626.0 T/F = 626.9 G/F = 626.3 NWL = 617.5 623.18 MEET EX. P 623.13 MEET EX. P HP: 625.8 P LP: 623.8 P LP: 622.5 P DETENTION BASIN D HWL = 621.34 NWL = 617.5 0.5%0.8%0.6%0.5%0.5%0.5% 623.4 MEET EX. G 624.3 G 623.94 T/C 623.0 G 623.5 MEET EX. G 622.7 MEET EX. G 623.87 T/C 622.95 T/C 623.4 MEET EX. G 623.4 MEET EX. G 623.0 MEET EX. G 623.0 MEET EX. G 622.9 MEET EX. G 623.0 MEET EX. G 622.9 MEET EX. G 623.8 MEET EX. G 621.9 G 620.9 G 621.3 G 620.7 G 620.9 G 620.3 G 620.9 G 620.2 G DETAILED REAR YARD GRADING & DRAINAGE WILL BE COMPLETED AT FINAL ENGINEERING DESIGN. THE PROPOSED KELLER FARM DEVELOPMENT WILL HAVE REAR YARD SWALE AND STORM SEWER SYSTEM SEPARATE FROM THE EXISTING ADJACENT LIBERTY GROVE SUBDIVISION. STORMWATERS FROM THE PROPOSED KELLER FARM WILL NOT FLOW ONTO THE EXISTING LIBERTY GROVE LOTS. WESTERN PROPERTY LINE GRADING EX. DRAINAGE SWALE MIN ELEV. 623.5± EXISTING 15' PUBLIC UTILITY & DRAINAGE EASEMENT CAMBRIDGE AT LIBERTY GROVE UNIT 8 PROPOSED KELLER FARM PROPOSED DRAINAGE SWALE MIN ELEV. 623.5± PROPOSED 15' PUBLIC UTILITY & DRAINAGE EASEMENT EXISTING BLOCK RETAINING WALL TOP COURSE OF RETAINING WALL TO BE REMOVED AREA FROM RETAINING WALL TO PROPERTY LINE TO BE FILLED WITH SOIL. DEVELOPER TO COORDINATE WITH ADJACENT PROPERTY OWNERS. PROPOSED GROUND EXISTING GROUND 25 DETAILED GRADING PLAN C2.7 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 188 302 303 304 92 93 118 117 119 153 152 151 150 507 147 148 149 31 1014 1015 1024 144 145 146143 29 30 34 32 33 38 35363739 624.4 MEET EX. G 625.3 MEET EX. G 624.0 MEET EX. G 624.9 MEET EX. G 625.3 MEET EX. G 626.5 MEET EX. G626.1 MEET EX. G626.4 MEET EX. G626.0 MEET EX. G625.2 MEET EX. G 625.0 MEET EX. G 624.7 G 625.0 G 625.4 G 625.1 G 624.8 G 624.1 G 624.8 G 625.1 G 625.5 G 625.6 G 624.4 G 624.1 G 624.2 G 624.5 G 624.0 G 624.4 G 624.8 G 625.1 G 625.4 G 625.1 G 624.8 G 624.4 G 624.3 G 624.0 G 624.9 G625.3 G625.3 G 625.7 G625.0 G624.6 G 624.61 T/C624.97 T/C625.01 T/C 625.34 T/C624.65 T/C624.30 T/C 625.15 T/C624.82 T/C624.50 T/C 623.73 T/C 624.48 T/C 624.83 T/C 625.06 T/C 624.75 T/C 624.43 T/C 623.72 T/C 624.06 T/C 624.12 T/C 624.44 T/C 624.77 T/C 625.10 T/C 624.82 T/C 624.54 T/C 623.93 T/C 623.73 T/C 624.12 T/C 623.81 T/C 623.87 T/C 624.18 T/C 624.0 G 624.2 G 623.89 T/C 623.67 T/C 624.78 T/C 624.78 T/C 624.16 T/C 623.83 T/C 624.25 T/C 624.78 T/C 625.18 T/C 625.6 MEET EX. G T/F = 627.1 G/F = 626.5 T/F = 627.2 G/F = 626.6 T/F = 627.5 G/F = 626.9 T/F = 627.5 G/F = 626.9 T/F = 627.2 G/F = 626.6 T/F = 626.9 G/F = 626.3 T/F = 626.5 G/F = 625.9 T/F = 626.3 G/F = 625.7 T/F = 627.5 G/F = 626.9 T/F = 627.5 G/F = 626.9 T/F = 627.2 G/F = 626.6 T/F = 626.9 G/F = 626.3 T/F = 627.0 G/F = 626.4 T/F = 627.4 G/F = 626.8T/F = 627.8 G/F = 627.2 T/F = 627.8 G/F = 627.2 T/F = 627.4 G/F = 626.8T/F = 627.4 G/F = 626.8 T/F = 626.5 G/F = 625.9 T/F = 626.3 G/F = 625.7 T/F = 626.6 G/F = 626.0 T/F = 626.5 G/F = 625.9 T/F = 626.8 G/F = 626.2 T/F = 626.9 G/F = 626.3 T/F = 627.2 G/F = 626.6 T/F = 627.6 G/F = 627.0 T/F = 627.7 G/F = 627.1 T/F = 626.6 G/F = 626.0 T/F = 626.4 G/F = 625.8 623.84 T/C 623.83 T/C NWL = 6 1 8. 0 NWL =618.0 HP: 625.2 P LP: 623.5 P HP: 624.9 P LP: 623.5 P HP: 624.0 P LP: 623.5 P HP: 624.0 P HP: 624.3 P HP: 624.2 P LP: 623.5 P HP: 624.2 P LP: 623.5 P DETENTION BASIN B HWL = 622.14 NWL = 618.0 DETENTION BASIN CHWL = 622.14NWL = 618.00.5% 0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5% T/F = 629.2 G/F = 628.6 GARAGE = 625.0T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2G/F = 628.6GARAGE = 625.0625.25 T/C DETAILED REAR YARD GRADING & DRAINAGE WILL BE COMPLETED AT FINAL ENGINEERING DESIGN. THE PROPOSED KELLER FARM DEVELOPMENT WILL HAVE REAR YARD SWALE AND STORM SEWER SYSTEM SEPARATE FROM THE EXISTING ADJACENT LIBERTY GROVE SUBDIVISION. STORMWATERS FROM THE PROPOSED KELLER FARM WILL NOT FLOW ONTO THE EXISTING LIBERTY GROVE LOTS. 26 DETAILED GRADING PLAN C2.8 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 189 302 303 304 312 311 318 317 316 315 314 313 1018 1019 1016 10171015 1020 1024 1023 1021 296 295 294 293 306 307 308 309 301 300 299 298 297 305 1022 512 515 310 513 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHWALLIN DRIVE624.9 G 625.3 G 625.3 G 624.9 G 624.5 G 624.2 G 623.9 G 623.6 G 623.7 G 624.1 G 624.3 G 624.0 G 623.7 G 625.2 G 624.9 G625.3 G625.2 G624.9 G 625.6 G 623.6 G 624.5 G 624.2 G 623.9 G 625.1 G 624.6 G 624.7 G 624.5 G 624.3 G 624.0 G 624.22 T/C 623.89 T/C 623.57 T/C 623.25 T/C 623.42 T/C 623.75 T/C 624.03 T/C 623.70 T/C 623.38 T/C 624.63 T/C624.95 T/C624.92 T/C624.60 T/C 624.62 T/C624.94 T/C624.93 T/C624.61 T/C624.14 T/C 624.34 T/C 623.93 T/C 623.73 T/C 623.33 T/C 623.24 T/C 624.18 T/C 623.87 T/C 623.55 T/C 623.28 T/C 624.6 G 624.16 T/C 623.83 T/C 624.34 T/C 623.93 T/C 624.23 T/C 623.86 T/C 623.85 T/C 624.22 T/C 623.87 T/C 624.37 T/C 623.84 T/C 623.83 T/C T/F = 626.9 G/F = 626.3 T/F = 626.6 G/F = 626.0 T/F = 626.2 G/F = 625.6 T/F = 625.9 G/F = 625.3 T/F = 625.9 G/F = 625.3 T/F = 626.2 G/F = 625.6 T/F = 626.4 G/F = 625.8 T/F = 626.0 G/F = 625.4 T/F = 627.0 G/F = 626.4 T/F = 627.4 G/F = 626.8 T/F = 627.4 G/F = 626.8 T/F = 627.4 G/F = 626.8T/F = 627.0 G/F = 626.4 T/F = 627.0 G/F = 626.4 T/F = 627.4 G/F = 626.8 T/F = 627.4 G/F = 626.8 T/F = 627.3 G/F = 626.7T/F = 627.0 G/F = 626.4 T/F = 626.8 G/F = 626.2 T/F = 626.6 G/F = 626.0 T/F = 626.4 G/F = 625.8 623.84 T/C 623.83 T/C 623.83 T/C 623.96 T/C 623.93 T/C 624.40 T/C 623.88 T/C 624.38 T/C 623.95 P NWL = 6 1 8. 0 LP: 623.0 P HP: 624.9 P LP: 623.5 P HP: 624.0 P LP: 623.5 P HP: 624.0 P LP: 623.1 P HP: 624.2 P HP: 625.0 P HP: 624.1 P HP: 624.1 P HP: 624.4 P HP: 624.2 P HP: 624.1 P HP: 624.1 P HP: 624.3 P LP: 623.5 PLP: 623.5 PLP: 623.5 P LP: 623.5 P HP: 624.2 PHP: 624.2 P LP: 623.5 P DETENTION BASIN B HWL = 622.14 NWL = 618.0 0.5%0.5%0.5%0.5% 0.5%0.5%0.5%0.5%0.5%0.5%T/F = 629.2 G/F = 628.6 GARAGE = 625.0 T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2 G/F = 628.6 GARAGE = 625.0T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2 G/F = 628.6 GARAGE = 625.0T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2 G/F = 628.6 GARAGE = 625.0 624.30 T/C 624.29 T/C 624.5 G 624.22 T/C T/F = 626.9 G/F = 626.3 T/F = 626.6 G/F = 626.0 T/F = 626.3 G/F = 625.7 T/F = 626.0 G/F = 625.4 A A T/F = 626.4 G/F = 625.8 C C EASTER BERM GRADING PROPOSED DRAINAGE SWALE PROPOSED OUTLOT EXISTING GROUND 6' 3.5 1 3.5 16' PROPOSED GROUND PROPOSED ROW PROPOSED LOT LINE MATCH PROPOSED GRADE MATCH EXISTING GROUND A A PROP. 40' B-B AGGREGATE SHOULDER, 8" PROP. HOT-MIX ASPHALT SURFACE COURSE, N50, 1-1/2" HOT-MIX ASPHALT BINDER COURSE, N50, 2-1/2" HOT-MIX ASPHALT BASE COURSE, 9" & SUBBASE GRANULAR MATERIAL, 4" (CA6) 12' EX. LANE 12' EX. LANE 6'6' 2% (TYP.)2% (TYP.) 2'2' WALLIN DRIVE CROSS SECTION C C EX. BINDER & BASE BITUNIMOUS MATERIAL TACK COAT SURFACE MILL, 1-1/2" EXISTING 27 DETAILED GRADING PLAN C2.9 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 190 60 69 62 63 64 65 66 67 6861 128 127 126 125 124 129 106 130 104 107 99102 98 108 113 101 97 109 110 100103 111 112 131 132 54 59 53 58 57 56 55 105 OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E E TS TS SOLDIER CT IL ROUTE 126 (LOCKPORT ST) 624.2 G 624.1 G 624.4 G 624.7 G 625.0 G 625.3 G 625.7 G 625.9 G 625.6 G 625.5 G625.7 G626.0 G626.1 G625.8 G625.4 G625.8 G626.1 G625.0 G 624.5 G 624.9 G 624.5 G 624.2 G 624.3 G 624.6 G 626.3 G 624.3 G 625.9 G625.7 G625.4 G625.1 G624.7 G624.4 G624.1 G 624.6 G 625.9 G 625.6 G 625.7 G 626.0 G 626.1 G 625.8 G 625.5 G 625.9 G 624.6 G 625.59 T/C625.37 T/C625.06 T/C624.74 T/C624.43 T/C624.11 T/C 623.80 T/C 625.20 T/C625.40 T/C625.71 T/C625.75 T/C625.43 T/C625.12 T/C625.43 T/C625.75 T/C 625.30 T/C625.62 T/C625.34 T/C625.02 T/C624.70 T/C624.38 T/C624.06 T/C623.74 T/C623.92 T/C 624.30 T/C 624.16 T/C 623.89 T/C 624.01 T/C 623.99 T/C 623.75 T/C 624.18 T/C 624.52 T/C 625.55 T/C 625.56 T/C 625.23 T/C 625.34 T/C 625.67 T/C 625.79 T/C 625.46 T/C 625.14 T/C 624.32 T/C 624.33 T/C 624.32 T/C 624.32 T/C624.32 T/C 624.71 T/C 624.33 T/C 624.71 T/C T/F = 626.0 G/F = 625.4 T/F = 626.7 G/F = 626.1 T/F = 626.7 G/F = 626.1 T/F = 626.5 G/F = 625.9 T/F = 626.8 G/F = 626.2 T/F = 627.2 G/F = 626.6 T/F = 627.5 G/F = 626.9 T/F = 627.8 G/F = 627.2 T/F = 628.0 G/F = 627.4 T/F = 628.0 G/F = 627.4 T/F = 627.9 G/F = 627.3T/F = 627.8 G/F = 627.2 T/F = 628.1 G/F = 627.5 T/F = 628.2 G/F = 627.6 T/F = 628.2 G/F = 627.6 T/F = 627.9 G/F = 627.3T/F = 627.9 G/F = 627.3 T/F = 628.2 G/F = 627.6 T/F = 628.2 G/F = 627.6T/F = 628.0 G/F = 627.4 T/F = 627.1 G/F = 626.5 T/F = 627.0 G/F = 626.4 T/F = 627.0 G/F = 626.4 T/F = 626.6 G/F = 626.0 T/F = 626.7 G/F = 626.1 T/F = 626.7 G/F = 626.1 T/F = 626.3 G/F = 625.7 T/F = 626.5 G/F = 625.9 T/F = 626.8 G/F = 626.2 T/F = 627.1 G/F = 626.5 T/F = 627.4 G/F = 626.8 T/F = 627.8 G/F = 627.2 T/F = 628.0 G/F = 627.4 T/F = 628.0 G/F = 627.4 T/F = 627.9 G/F = 627.3 T/F = 627.9 G/F = 627.3 T/F = 628.2 G/F = 627.6 T/F = 628.2 G/F = 627.6 T/F = 628.1 G/F = 627.5 T/F = 627.8 G/F = 627.2 T/F = 628.0 G/F = 627.4 T/F = 628.0 G/F = 627.4 623.48 MEET EX. P 623.32 MEET EX. P LP: 625.0 PHP: 625.7 PLP: 625.0 PHP: 625.7 P LP: 623.6 P HP: 625.5 P LP: 623.5 PHP: 624.4 P LP: 623.8 P 0.5%0.5% 0.8%0.5%0.5%0.5%1.0%1 . 0% 0.5%0.5%0.5% 624.6 G 624.25 T/C 624.24 T/C 625.3 G 625.16 T/C 624.24 T/C 623.0 G ??? G 624.25 T/C 623.8 MEET EX. G 624.0 MEET EX. G 623.0 MEET EX. G 623.4 MEET EX. G 624.5 MEET EX. G 624.8 MEET EX. G 624.2 MEET EX. G 624.7 MEET EX. G 624.5 MEET EX. G ??? G ??? G ??? G ??? G 625.2 G 624.3 G BBDDWESTERN PROPERTY LINE GRADING EX. DRAINAGE SWALE MIN ELEV. 623.5± EXISTING 15' PUBLIC UTILITY & DRAINAGE EASEMENT CAMBRIDGE AT LIBERTY GROVE UNIT 8 PROPOSED KELLER FARM PROPOSED DRAINAGE SWALE MIN ELEV. 623.5± PROPOSED 15' PUBLIC UTILITY & DRAINAGE EASEMENT EXISTING BLOCK RETAINING WALL TOP COURSE OF RETAINING WALL TO BE REMOVED AREA FROM RETAINING WALL TO PROPERTY LINE TO BE FILLED WITH SOIL. DEVELOPER TO COORDINATE WITH ADJACENT PROPERTY OWNERS. PROPOSED GROUND EXISTING GROUND SOUTHERN BERM GRADING PROPOSED DRAINAGE SWALE PROPOSED OUTLOT EXISTING GROUND 6' 3.5 1 3.5 1VARIES PROPOSED GROUND EXISTING IDOT ROW PROPOSED LOT LINE MATCH PROPOSED GRADE MATCH EXISTING GROUND B B 8' PATH 28 DETAILED GRADING PLAN C2.10 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 191 83 78 79 80 81 82 69 70 71 75 76 77 86 87 85 84 1025 72 73 74 124 123 122 89 90 91 92 88 121 120 119 506 10271026 1028 10311030 1029 113 97 114 96 115 95 94 116 510 509 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH TS TS IL ROUTE 126 (LOCKPORT ST) 624.5 G 625.6 G 625.3 G 625.0 G 624.6 G 624.7 G624.9 G624.6 G624.3 G624.0 G624.3 G624.6 G624.9 G 625.2 G 625.5 G 626.4 G626.5 G626.1 G 625.8 G625.5 G 626.1 G 624.4 G 624.7 G 624.9 G 624.6 G 624.5 G 625.0 G 624.6 G625.0 G625.3 G625.6 G625.9 G 625.5 G 625.8 G 626.1 G 626.4 G 626.4 G 624.3 G624.6 G 625.1 G 625.6 G 626.0 G 624.65 T/C624.96 T/C 625.28 T/C 625.59 T/C 626.14 T/C 624.35 T/C624.62 T/C624.31 T/C623.99 T/C623.98 T/C 623.68 T/C624.29 T/C624.60 T/C 624.91 T/C 626.09 T/C625.83 T/C 625.51 T/C 625.20 T/C 624.65 T/C624.97 T/C625.30 T/C 624.06 T/C 624.39 T/C 624.61 T/C 624.28 T/C 624.20 T/C 624.18 T/C 624.50 T/C 624.28 T/C 623.96 T/C 625.14 T/C 625.47 T/C 625.79 T/C 626.13 T/C 625.78 T/C 624.80 T/C 624.66 T/C 625.31 T/C 625.18 T/C 625.57 T/C 624.27 T/C 624.26 T/C 624.08 T/C 623.87 T/C 624.09 T/C 624.27 T/C 624.27 T/C T/F = 628.0 G/F = 627.4 T/F = 627.7 G/F = 627.1 T/F = 627.4 G/F = 626.8 T/F = 627.1 G/F = 626.5 T/F = 626.6 G/F = 626.0 T/F = 626.9 G/F = 626.3 T/F = 626.8 G/F = 626.2 T/F = 627.0 G/F = 626.4 T/F = 627.0 G/F = 626.4 T/F = 626.7 G/F = 626.1 T/F = 627.1 G/F = 626.5 T/F = 627.7 G/F = 627.1 T/F = 627.7 G/F = 627.1 T/F = 627.2 G/F = 626.6 T/F = 626.7 G/F = 626.1 T/F = 627.0 G/F = 626.4 T/F = 627.0 G/F = 626.4 T/F = 626.7 G/F = 626.1 T/F = 626.4 G/F = 625.8 T/F = 626.4 G/F = 625.8 T/F = 626.7 G/F = 626.1 T/F = 627.0 G/F = 626.4 T/F = 627.3 G/F = 626.7 T/F = 627.6 G/F = 627.0 T/F = 628.2 G/F = 627.6 T/F = 628.5 G/F = 627.9 T/F = 628.6 G/F = 628.0 T/F = 628.6 G/F = 628.0T/F = 628.2 G/F = 627.6 T/F = 627.9 G/F = 627.3 T/F = 628.0 G/F = 627.4 T/F = 627.7 G/F = 627.1 T/F = 627.4 G/F = 626.8 T/F = 627.1 G/F = 626.5 T/F = 628.5 G/F = 627.9 T/F = 628.5 G/F = 627.9 T/F = 628.2 G/F = 627.6 T/F = 627.9 G/F = 627.3 623.83 T/C 623.98 T/C 623.83 T/C 623.84 T/C 624.26 MEET EX. P N W L = 6 1 8 . 0 HP: 624.0 P LP: 623.5 P HP: 624.0 P LP: 623.5 P HP: 624.0 P HP: 624.5 P LP: 623.5 P HP: 626.1 PLP: 625.0 P HP: 624.2 P HP: 624.8 P HP: 624.3 P HP: 624.2 P HP: 624.3 P LP: 623.5 P LP: 623.5 P LP: 623.5 P HP: 624.5 P LP: 623.9 P DETENTION BASIN C HWL = 622.14 NWL = 618.00.5%0.5%0.5% 0.5%0.5%0.5% 0.5% 0.5% 0.5%0.5%0.5%0.5%0.5%T/F = 629.6G/F = 629.0GARAGE = 625.4T/F = 629.3G/F = 628.7GARAGE = 625.1T/F = 629.3G/F = 628.7GARAGE = 625.1T/F = 629.6G/F = 629.0GARAGE = 625.4T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2 G/F = 628.6 GARAGE = 625.0 624.32 T/C 624.32 T/C 625.62 T/C 624.8 G 624.84 T/C 625.26 T/C 625.21 T/C 625.51 T/C BBBBDDSOUTHERN BERM GRADING PROPOSED DRAINAGE SWALE PROPOSED OUTLOT EXISTING GROUND 6' 3.51 3.51VARIES PROPOSED GROUND EXISTING IDOT ROW PROPOSED LOT LINE MATCH PROPOSED GRADE MATCH EXISTING GROUND B B 8' PATH 29 DETAILED GRADING PLAN C2.11 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 192 83 1025 1027 1031 1029 510 515 511 TS OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHTS TSTS E TS TS E WALLIN DRIVEIL ROUTE 126 (LOCKPORT ST ) 624.7 G 624.35 T/C 623.87 T/C 624.08 T/C 623.87 T/C 624.09 T/C T/F = 627.0 G/F = 626.4 623.83 T/C 623.98 T/C 623.83 T/C 623.84 T/C 624.26 MEET EX. P 624.04 MEET EX. P HP: 624.0 P LP: 623.5 P HP: 624.0 P LP: 623.5 P HP: 624.0 P HP: 624.5 P HP: 624.2 P HP: 624.8 P LP: 623.5 P HP: 624.5 P HP: 624.3 P HP: 624.2 P LP: 623.5 P LP: 623.5 P LP: 623.5 P 0.5%0.5%0.5%0.5%0.5%0.5%GARAGE = 625.4T/F = 629.3G/F = 628.7GARAGE = 625.1T/F = 629.6G/F = 629.0GARAGE = 625.4T/F = 629.2G/F = 628.6GARAGE = 625.0T/F = 629.2 G/F = 628.6 GARAGE = 625.0 BBC C DDSOUTHERN BERM GRADING PROPOSED DRAINAGE SWALE PROPOSED OUTLOT EXISTING GROUND 6' 3.51 3.51VARIES PROPOSED GROUND EXISTING IDOT ROW PROPOSED LOT LINE MATCH PROPOSED GRADE MATCH EXISTING GROUND B B 8' PATH EXISTING 40' B-B AGGREGATE SHOULDER, 8" PROP. HOT-MIX ASPHALT SURFACE COURSE, N50, 1-1/2" HOT-MIX ASPHALT BINDER COURSE, N50, 2-1/2" HOT-MIX ASPHALT BASE COURSE, 9" & SUBBASE GRANULAR MATERIAL, 4" (CA6) 12' EX. LANE 12' EX. LANE12' 2% (TYP.)2% (TYP.) 2' ROUTE 126 CROSS SECTION D EX. BINDER & BASE BITUNIMOUS MATERIAL TACK COAT SURFACE MILL, 1-1/2" D PROP. 40' B-B AGGREGATE SHOULDER, 8" PROP. HOT-MIX ASPHALT SURFACE COURSE, N50, 1-1/2" HOT-MIX ASPHALT BINDER COURSE, N50, 2-1/2" HOT-MIX ASPHALT BASE COURSE, 9" & SUBBASE GRANULAR MATERIAL, 4" (CA6) 12' EX. LANE 12' EX. LANE 6'6' 2% (TYP.)2% (TYP.) 2'2' WALLIN DRIVE CROSS SECTION C C EX. BINDER & BASE BITUNIMOUS MATERIAL TACK COAT SURFACE MILL, 1-1/2" EXISTING 30 DETAILED GRADING PLAN C2.12 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C2.1 C2.2 C2.4C2.3 C2.5 C2.6 C2.7 C2.8 C2.9 C2.10 C2.11 C2.12 GRADING LEGEND OVERLAND FLOOD ROUTE SPOT ELEVATION 100 100 PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 100.00 P DRAINAGE ARROW 193 1 2 3 4 5 6 7 891011 12 13 14 15 16 17 18 CA CA CA CA T T T T T T T T T T T TTTTTTTTTTTTTTTTTTTTTTCA CA CA CA CA CA EEEEETCA CA EFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO TS FO OH OH OH OH OH OH OH OH OH OH OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHFO OH OH OH OH OHTS TSTS E TS TS E E E E E E TS TS TS E E S S W WWWW W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W WWWWW W W WWWW W W W WWWW WWWWWWWW W WWWWWW WWWW W W WW W WWW WW W W W W WW W W W W W W WW W WWWWWW W W W 31 OVERALL UTILITY PLAN C3.0 1" = ' (HORIZONTAL) '' 200 4002000 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.SEE SHEET C3.2 FOR DETAILED U T I L I T Y P L A NSEE SHEET C3.1 F O R D ETAILED U T I L I T Y P L A N SEE SHEET C3.4 F OR DET AILE D U T I L I T Y P L A N SEE SHEET C3.6 FOR DETAI LED U T I L I T Y P L A N SEE SHEET C3.9 FOR DETAILED UTILITY PLAN SEE SHEET C3.12 FOR DETAILED UTILITY PLAN SEE SHEET C3.3 FOR DETAILED U T I L I T Y P L A N SEE SHEET C3.8 FOR DET AIL ED U T I L I T Y P L A N SEE SHEET C3.7 F O R DETAIL ED U T I L I T Y P L A N SEE SHEET C3.10 FOR DETAILED UTILITY PLAN SEE SHEET C3.5 FO R DETAIL ED U T I L I T Y P L A N SEE SHEET C3.11 FOR DETAILED UTILITY PLAN PHASE 2 PHASE 1 PHASE 3 PHASE 4 PHASE 1A 194 S W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W CONNECT TO EX. WATERMAIN HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM SA-1, 4' DIA SMH RIM = 627.31 G INV = 620.31 (S - 8") SA-2, 4' DIA SMH RIM = 626.86 G INV = 619.94 (N - 8") INV = 618.00 (E - 8") INV = 619.94 (S - 8") SA-3, 4' DIA SMH RIM = 625.29 G INV = 618.68 (N - 8") INV = 618.78 (E - 8") INV = 618.68 (S - 8") SA-25, 4' DIA SMH RIM = 629.49 G INV = 620.49 (W - 8") SA-26, 4' DIA SMH RIM = 627.71 G INV = 619.07 (E - 8") INV = 619.07 (W - 8") SA-27, 4' DIA SMH RIM = 627.57 G INV = 620.78 (W - 8") SA-28, 4' DIA SMH RIM = 625.80 G INV = 619.36 (E - 8") INV = 619.36 (W - 8") 91 LF 8" PVC SDR 26 @ 0.40% 314 LF 8" PVC SDR 26 @ 0.40% 242 LF 8" PVC SDR 26 @ 0.40% 355 LF 8" PVC SDR 26 @ 0.40%213 LF 8" PVC SDR 26 @ 0.50% 355 LF 8" PVC SDR 26 @ 0.40% 144 LF 8" PVC SDR 26 @ 0.40% VALVE VALVE VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH 15" RCP 15" RCP 18" RCP 27" RCP 27" RCP 30" RCP 36" RCP 36" RCP 36" RCP 36" RCP 36" RCP 15" RCP 18" RCP 12" RCP12" RCP 12" RCP 12" RCP 15" RCP 15" RCP 15" RCP 15" RCP 18" RCP 18" RCP 18" RCP 18" RCP 21" RCP 24" RCP 24" RCP 30" RCP 30" RCP 32 DETAILED UTILITY PLAN C3.1 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 195 TTTTTTTCA CA CA CA CA CA CA CA CA CA CA OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OHOHWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM SA-25, 4' DIA SMH RIM = 629.49 G INV = 620.49 (W - 8") SA-27, 4' DIA SMH RIM = 627.57 G INV = 620.78 (W - 8") SA-29, 4' DIA SMH RIM = 629.13 G INV = 619.77 (E - 8") SA-30, 4' DIA SMH RIM = 627.83 G INV = 619.25 (W - 8") INV = 619.25 (E - 8") SA-31, 4' DIA SMH RIM = 627.36 G INV = 619.04 (W - 8") INV = 619.04 (SE - 8") SA-32, 4' DIA SMH RIM = 626.95 G INV = 618.85 (NW - 8") INV = 618.85 (SE - 8") SA-33, 4' DIA SMH RIM = 626.54 G INV = 618.65 (NW - 8") INV = 618.65 (S - 8") SA-34, 4' DIA SMH RIM = 626.21 G INV = 618.45 (N - 8") INV = 618.45 (S - 8") SA-35, 4' DIA SMH RIM = 625.90 G INV = 617.16 (N - 8") INV = 617.16 (S - 8") SA-65, 4' DIA SMH RIM = 629.21 G INV = 620.21 (S - 8") SA-66, 4' DIA SMH RIM = 628.18 G INV = 619.39 (N - 8") INV = 619.39 (S - 8") 355 LF 8" PVC SDR 26 @ 0.40% 130 LF 8" PVC SDR 26 @ 0.40%53 LF 8" PVC SDR 26 @ 0.40% 49 LF 8" PVC SDR 26 @ 0.40% 49 LF 8" PVC SDR 26 @ 0.40% 49 LF 8" PVC SDR 26 @ 0.40% 323 LF 8" PVC SDR 26 @ 0.40% 205 LF 8" PVC SDR 26 @ 0.40% 334 LF 8" PVC SDR 26 @ 0.40% VALVE VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH 12" RCP 15" RCP 15" RCP 15" RCP 18" RCP 21" RCP 21" RCP 21" RCP 24" RCP 24" RCP 27" RCP 30" RCP 30" RCP 12" RCP 15" RCP 36" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 33 DETAILED UTILITY PLAN C3.2 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 196 WWWWW W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM 8" DI WM SA-4, 4' DIA SMH RIM = 624.72 G INV = 617.71 (N - 8") INV = 617.71 (S - 8") SA-5, 4' DIA SMH RIM = 625.62 G INV = 616.28 (N - 8") INV = 616.28 (S - 8") SA-6, 4' DIA SMH RIM = 625.97 G INV = 614.86 (N - 8") INV = 614.86 (S - 8") SA-69, 4' DIA SMH RIM = 624.36 G INV = 618.65 (W - 8") SA-70, 4' DIA SMH RIM = 625.01 G INV = 617.87 (E - 8") INV = 617.87 (W - 8") INV = 617.87 (S - 8") SA-71, 4' DIA SMH RIM = 626.02 G INV = 616.32 (N - 8") INV = 616.32 (S - 8") SA-77, 4' DIA SMH RIM = 624.33 G INV = 618.41 (E - 8") 357 LF 8" PVC SDR 26 @ 0.40% 355 LF 8" PVC SDR 26 @ 0.40% 195 LF 8" PVC SDR 26 @ 0.40% 386 LF 8" PVC SDR 26 @ 0.40% 305 LF 8" PVC SDR 26 @ 0.40% 131 LF 8" PVC SDR 26 @ 0.41% VALVE VALVE VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MHSTM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH 48" RCP 48" RCP 36" RCP 36" RCP 36" RCP 24" RCP 24" RCP 30" RCP 30" RCP 12" RCP 12" RCP 12" RCP 18" RCP 18" RCP 24" RCP 24" RCP 12" RCP 12" RCP 12" RCP 18" RCP 21" RCP 24" RCP 27" RCP 12" RCP 12" RCP 12" RCP STM MH STM MH 18" RCP 18" RCP 34 DETAILED UTILITY PLAN C3.3 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 197 TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTCA CA CA CA CA CA CA CA EOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHE E E W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM SA-36, 4' DIA SMH RIM = 625.17 G INV = 616.39 (N - 8") INV = 616.39 (SW - 8") SA-37, 4' DIA SMH RIM = 624.90 G INV = 615.90 (NE - 8") INV = 616.00 (NW - 8") INV = 615.90 (S - 8") SA-38, 4' DIA SMH RIM = 625.51 G INV = 615.48 (N - 8") INV = 615.48 (S - 8") SA-39, 4' DIA SMH RIM = 624.68 G INV = 613.92 (N - 8") INV = 613.92 (S - 8") SA-67, 4' DIA SMH RIM = 624.83 G INV = 618.05 (N - 8") INV = 618.05 (E - 8") SA-68, 4' DIA SMH RIM = 624.47 G INV = 617.32 (W - 8") INV = 617.32 (SE - 8") SA-69, 4' DIA SMH RIM = 624.36 G INV = 618.65 (W - 8") 192 LF 8" PVC SDR 26 @ 0.40% 123 LF 8" PVC SDR 26 @ 0.40% 106 LF 8" PVC SDR 26 @ 0.40% 390 LF 8" PVC SDR 26 @ 0.40% 334 LF 8" PVC SDR 26 @ 0.40% 182 LF 8" PVC SDR 26 @ 0.40% 75 LF 8" PVC SDR 26 @ 1.76% 195 LF 8" PVC SDR 26 @ 0.40% VALVE VALVE VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH FES FES FES 30" RCP 48" RCP 48" RCP 36" RCP 36" RCP 12" RCP 12" RCP 12" RCP 12" RCP 15" RCP 18" RCP 21" RCP 24" RCP 12" RCP 36" RCP 27" RCP 36" RCP 36" RCP FES STM MH 36 " R C P STM MH 35 DETAILED UTILITY PLAN C3.4 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 198 S WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W WW W W W CONNECT TO EX. WATERMAIN HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHTSTREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM 8" DI WM 8" DI WM SA-7, 4' DIA SMH RIM = 625.15 G INV = 613.44 (N - 8") INV = 613.44 (SE - 8") SA-8, 4' DIA SMH RIM = 625.62 G INV = 613.10 (NW - 8") INV = 613.10 (NE - 8") INV = 613.10 (SW - 8") SA-9, 4' DIA SMH RIM = 626.08 G INV = 612.80 (NE - 8") INV = 612.80 (S - 8") SA-10, 4' DIA SMH RIM = 624.55 G INV = 612.10 (N - 8") INV = 614.00 (E - 8") INV = 612.10 (S - 8") SA-72, 4' DIA SMH RIM = 624.49 G INV = 615.10 (N - 8") INV = 615.10 (S - 8") SA-73, 4' DIA SMH RIM = 624.36 G INV = 614.23 (N - 8") INV = 614.23 (W - 8") SA-74, 4' DIA SMH RIM = 625.41 G INV = 613.36 (E - 8") INV = 613.36 (SW - 8") SA-76, 4' DIA SMH RIM = 624.40 G INV = 615.40 (NE - 8") INV = 615.40 (W - 8") 356 LF 8" PVC SDR 26 @ 0.40% 86 LF 8" PVC SDR 26 @ 0.40% 74 LF 8" PVC SDR 26 @ 0.40% 174 LF 8" PVC SDR 26 @ 0.40% 199 LF 8" PVC SDR 26 @ 0.40% 220 LF 8" PVC SDR 26 @ 0.40% 214 LF 8" PVC SDR 26 @ 0.41% 64 L F 8" P V C S D R 26 @ 0.40 % 196 LF 8" PVC SDR 26 @ 0.40% 340 LF 8" PVC SDR 26 @ 0.41% VALVE VALVE VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH 12" RCP 21" RCP 21" RCP 24" RCP 24" RCP 30" RCP 30" RCP 12" RCP 18" RCP 12" RCP 12" RCP 12" RCP 18" RCP 21" RCP 12" RCP 12" RCP 12" RCP 36 DETAILED UTILITY PLAN C3.5 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 199 TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTCA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W WW HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM SA-40, 4' DIA SMH RIM = 625.16 G INV = 612.62 (N - 8") INV = 612.62 (S - 8") SA-41, 4' DIA SMH RIM = 624.18 G INV = 611.36 (N - 8") INV = 611.36 (S - 8") SA-75, 4' DIA SMH RIM = 623.98 G INV = 616.19 (SW - 8") 324 LF 8" PVC SDR 26 @ 0.40% 315 LF 8" PVC SDR 26 @ 0.40% 359 LF 8" PVC SDR 26 @ 0.40% 196 LF 8" PVC SDR 26 @ 0.40% VALVE FES STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH FES FES FES 12" RCP 12" RCP 18" RCP 18" RCP 18" RCP 30" RCP 30" RCP 12" RCP 15" RCP 18" RCP 18" RCP 12" RCP 15" RCP 21" RCP 24" RCP 12" RCP 30" RCP FES FES 37 DETAILED UTILITY PLAN C3.6 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 200 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW CONNECT TO EX. WATERMAIN HYDRANTHYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM SA-55, 4' DIA SMH RIM = 625.15 G INV = 617.54 (E - 8") SA-56, 4' DIA SMH RIM = 624.40 G INV = 616.00 (W - 8") INV = 616.00 (E - 8") SA-57, 4' DIA SMH RIM = 625.66 G INV = 616.51 (SW - 8") SA-58, 4' DIA SMH RIM = 625.83 G INV = 615.89 (NE - 8") INV = 615.89 (S - 8") SA-59, 4' DIA SMH RIM = 624.17 G INV = 614.54 (N - 8") INV = 614.54 (S - 8") 384 LF 8" PVC SDR 26 @ 0.40% 154 LF 8" PVC SDR 26 @ 0.40% 333 LF 8" PVC SDR 26 @ 0.41% VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH FES FES FES 42" RCP 12" RCP 15" RCP 15" RCP 18" RCP 18" RCP 15" RCP 18" RCP 12" RCP 12" RCP 15" RCP 18" RCP 18" RCP 24" RCP 24" RCP 12" RCP STM MH WITH RESTRICTOR 21" RCP FES WITH THE PROPOSED FILLING IN OF THE EAST SIDE OF THE EXISTING RETAINING WALL, THE END SECTIONS FOR DRAINAGE ARE NO LONGER NECESSARY. EXISTING END SECTION SHALL BE PLUGGED WITH BRICK & MORTAR. WITH THE PROPOSED FILLING IN OF THE EAST SIDE OF THE EXISTING RETAINING WALL, THE END SECTIONS FOR DRAINAGE ARE NO LONGER NECESSARY. EXISTING END SECTION SHALL BE PLUGGED WITH BRICK & MORTAR. 38 DETAILED UTILITY PLAN C3.7 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 201 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWW HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHTSTREET LIGHT STREET LIGHT 8" DI WM 8" DI WM SA-11, 4' DIA SMH RIM = 624.73 G INV = 611.30 (N - 8") INV = 611.30 (S - 8") SA-12, 4' DIA SMH RIM = 624.40 G INV = 610.21 (N - 8") INV = 610.21 (S - 8") SA-13, 4' DIA SMH RIM = 623.87 G INV = 609.77 (N - 8") INV = 609.77 (W - 8") SA-14, 4' DIA SMH RIM = 624.66 G INV = 609.23 (E - 8") INV = 609.23 (W - 8") SA-15, 4' DIA SMH RIM = 625.23 G INV = 608.78 (E - 8") INV = 610.50 (W - 8") INV = 608.78 (S - 8") SA-16, 4' DIA SMH RIM = 623.95 G INV = 607.76 (N - 8") INV = 607.76 (S - 8") SA-46, 4' DIA SMH RIM = 623.87 G INV = 606.79 (NE - 8") INV = 606.79 (S - 8") SA-47, 4' DIA SMH RIM = 623.63 G INV = 605.85 (N - 8") INV = 613.95 (E - 8") INV = 614.51 (W - 8") INV = 605.85 (S - 8") SA-85, 4' DIA SMH RIM = 624.38 G INV = 615.27 (S - 8") SA-86, 4' DIA SMH RIM = 624.21 G INV = 614.84 (N - 8") INV = 614.84 (W - 8") INV = 614.84 (E - 8") SA-87, 4' DIA SMH RIM = 624.45 G INV = 615.10 (E - 8") 272 LF 8" PVC SDR 26 @ 0.40% 109 LF 8" PVC SDR 26 @ 0.40% 135 LF 8" PVC SDR 26 @ 0.40% 113 LF 8" PVC SDR 26 @ 0.40% 255 LF 8" PVC SDR 26 @ 0.40% 96 LF 8" PVC SDR 26 @ 0.40% 236 LF 8" PVC SDR 26 @ 0.40% 166 LF 8" PVC SDR 26 @ 0.40% 275 LF 8" PVC SDR 26 @ 2.00% 108 LF 8" PVC SDR 26 @ 0.40% 82 LF 8" PVC SDR 26 @ 0.40% 64 LF 8" PVC SDR 26 @ 0.40% VALVE VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH FES FES FES 12" RCP 15" RCP 18" RCP 18" RCP 21" RCP 24" RCP 24" RCP 12" RCP 18" RCP 18" RCP 18" RCP 18" RCP 12" RCP FES 42" RCP FES 18" RCP FES STM MH18" RCP 18" RCP FES STM MH STM MH18" RCP 15" RCP 39 DETAILED UTILITY PLAN C3.8 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 202 TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTCA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA EEEEEEEEEEEEEEEEOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W WW W WWWWWWWWWWWWWWWWWWWWWWW W W W HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM 8" DI WM SA-42, 4' DIA SMH RIM = 624.03 G INV = 609.92 (N - 8") INV = 609.92 (S - 8") SA-43, 4' DIA SMH RIM = 624.12 G INV = 608.72 (N - 8") INV = 610.70 (S - 8") INV = 608.72 (W - 8") SA-44, 4' DIA SMH RIM = 624.74 G INV = 607.59 (E - 8") INV = 607.59 (W - 8") SA-46, 4' DIA SMH RIM = 623.87 G INV = 606.79 (NE - 8") INV = 606.79 (S - 8") SA-45, 4' DIA SMH RIM = 624.28 G INV = 607.18 (E - 8") INV = 607.18 (SW - 8") SA-47, 4' DIA SMH RIM = 623.63 G INV = 605.85 (N - 8") INV = 613.95 (E - 8") INV = 614.51 (W - 8") INV = 605.85 (S - 8") SA-78, 4' DIA SMH RIM = 624.68 G INV = 616.65 (S - 8") SA-79, 4' DIA SMH RIM = 624.22 G INV = 616.22 (N - 8") INV = 616.22 (E - 8") INV = 616.22 (W - 8") SA-80, 4' DIA SMH RIM = 624.32 G INV = 616.39 (W - 8") SA-81, 4' DIA SMH RIM = 624.23 G INV = 615.29 (E - 8") INV = 616.00 (N - 8") INV = 615.29 (W - 8") SA-82, 4' DIA SMH RIM = 624.36 G INV = 617.17 (S - 8") SA-83, 4' DIA SMH RIM = 625.00 G INV = 617.38 (S - 8") SA-84, 4' DIA SMH RIM = 624.21 G INV = 616.00 (N - 8") INV = 614.45 (E - 8") INV = 614.45 (W - 8") SA-85, 4' DIA SMH RIM = 624.38 G INV = 615.27 (S - 8") SA-86, 4' DIA SMH RIM = 624.21 G INV = 614.84 (N - 8") INV = 614.84 (W - 8") INV = 614.84 (E - 8") SA-89, 4' DIA SMH RIM = 623.71 G INV = 614.71 (N - 8") 299 LF 8" PVC SDR 26 @ 0.40% 282 LF 8" PVC SDR 26 @ 0.40% 103 LF 8" PVC SDR 26 @ 0.40% 96 LF 8" PVC SDR 26 @ 0.40% 236 LF 8" PVC SDR 26 @ 0.40% 166 LF 8" PVC SDR 26 @ 0.40% 107 LF 8" PVC SDR 26 @ 0.40% 42 LF 8" PVC SDR 26 @ 0.40% 233 LF 8" PVC SDR 26 @ 0 . 4 0 % 109 LF 8" PVC SDR 26 @ 1.07% 211 LF 8" PVC SDR 26 @ 0.40% 106 LF 8" PVC SDR 26 @ 1.30% 126 LF 8" PVC SDR 26 @ 0.40% 108 LF 8" PVC SDR 26 @ 0.40% 82 LF 8" PVC SDR 26 @ 0.40% 115 LF 8" PVC SDR 26 @ 3.47% VALVE VALVE VALVE VALVE VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH FES 12" RCP 12" RCP 18" RCP 21" RCP 24" RCP 24" RCP 12" RCP 12" RCP 12" RCP 15" RCPSTM MH STM MH STM MH18" RCP 15" RCP 15" RCP STM MH 12" RCP STM MH 12" RCP STM MH STM MH 12" RCP 12" RCP STM MH 12" RCP STM MH 40 DETAILED UTILITY PLAN C3.9 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 203 CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E E TS TSWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM SA-52, 4' DIA SMH RIM = 624.15 G INV = 618.15 (E - 8") SA-53, 4' DIA SMH RIM = 625.15 G INV = 616.81 (W - 8") INV = 616.81 (E - 8") SA-59, 4' DIA SMH RIM = 624.17 G INV = 614.54 (N - 8") INV = 614.54 (S - 8") SA-60, 4' DIA SMH RIM = 624.29 G INV = 613.27 (N - 8") INV = 613.27 (S - 8") SA-61, 4' DIA SMH RIM = 624.24 G INV = 612.82 (N - 8") INV = 612.82 (E - 8")SA-62, 4' DIA SMH RIM = 625.89 G INV = 612.22 (W - 8") INV = 612.22 (E - 8") SA-63, 4' DIA SMH RIM = 625.54 G INV = 610.71 (W - 8") INV = 610.71 (E - 8") 335 LF 8" PVC SDR 26 @ 0.40% 325 LF 8" PVC SDR 26 @ 0.40% 322 LF 8" PVC SDR 26 @ 0.39% 112 LF 8" PVC SDR 26 @ 0.40% 150 LF 8" PVC SDR 26 @ 0.40% 378 LF 8" PVC SDR 26 @ 0.40% VALVE STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MHSTM MH STM MH STM MHSTM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH STM MH 12" RCP 18" RCP 18" RCP 21" RCP 24" RCP 24" RCP24" RCP30" RCP 36" RCP 36" RCP 36" RCP 42" RCP 12" RCP 12" RCP12" RCP 12" RCP 15" RCP 18" RCP 18" RCP 18" RCP 12" RCP 12" RCP 18" RCP 18" RCP 18" RCP 15" RCP 18" RCP 18" RCP 21" RCP STM MH21" RCPSTM MH 21" RCP CONNECT TO EX. STM MH WITH THE PROPOSED FILLING IN OF THE EAST SIDE OF THE EXISTING RETAINING WALL, THE END SECTIONS FOR DRAINAGE ARE NO LONGER NECESSARY. EXISTING END SECTION SHALL BE PLUGGED WITH BRICK & MORTAR. 41 DETAILED UTILITY PLAN C3.10 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 204 STM MH CA T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFO FO FO FO FO FO FO FO FO FO OHOHOHFOFOFOFOFOFOFOFOFO OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH FO FO FO FO FO FO FO FO FO OH OH OH OH OH OH OH OH TS TS W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWW W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM 8" DI WM 8" DI WM SA-17, 4' DIA SMH RIM = 624.27 G INV = 606.26 (N - 8") INV = 615.13 (W - 8") INV = 606.26 (S - 8") SA-18, 4' DIA SMH RIM = 624.95 G INV = 605.78 (N - 8") INV = 605.78 (SE - 8") SA-19, 4' DIA SMH RIM = 625.33 G INV = 605.19 (NW - 8") INV = 607.00 (SW - 8") INV = 605.19 (SE - 8")SA-20, 4' DIA SMH RIM = 625.02 G INV = 604.88 (NW - 8") INV = 604.89 (E - 8") SA-21, 4' DIA SMH RIM = 624.43 G INV = 604.39 (W - 8") INV = 604.39 (E - 8") SA-22, 4' DIA SMH RIM = 624.48 G INV = 602.88 (W - 8") INV = 602.88 (NW - 8") INV = 602.88 (E - 10") SA-48, 4' DIA SMH RIM = 623.66 G INV = 605.19 (N - 8") INV = 605.19 (W - 8") SA-49, 4' DIA SMH RIM = 624.16 G INV = 604.80 (E - 8") INV = 617.00 (W - 8") INV = 604.80 (S - 8") SA-50, 4' DIA SMH RIM = 624.39 G INV = 604.57 (N - 8") INV = 604.57 (S - 8") SA-51, 4' DIA SMH RIM = 624.66 G INV = 603.15 (N - 8") INV = 603.15 (SE - 8") SA-54, 4' DIA SMH RIM = 624.79 G INV = 615.51 (W - 8") INV = 615.51 (E - 8") SA-64, 4' DIA SMH RIM = 626.23 G INV = 609.45 (W - 8") INV = 609.45 (NE - 8") SA-88, 4' DIA SMH RIM = 624.44 G INV = 617.32 (E - 8") 376 LF 8" PVC SDR 26 @ 0.40% 121 LF 8" PVC SDR 26 @ 0.40% 148 LF 8" PVC SDR 26 @ 0.40% 76 LF 8" PVC SDR 26 @ 0.40% 124 LF 8" PVC SDR 26 @ 0.40% 378 LF 8" PVC SDR 26 @ 0.40% 166 LF 8" PVC SDR 26 @ 0.40% 97 LF 8" PVC SDR 26 @ 0.40% 58 LF 8" PVC SDR 26 @ 0.40% 354 LF 8" PVC SDR 26 @ 0.40% 66 LF 8" PVC SDR 26 @ 0.40% 325 LF 8" PVC SDR 26 @ 0.40%95 LF 8" PVC SDR 26 @ 0.40% 314 LF 8" PVC SDR 26 @ 0.40%140 LF 8" PVC SDR 26 @ 1.75% 50 LF 8" PVC SDR 26 @ 0.65% VALVE VALVE VALVE STM MH STM MH STM MH STM MH STM MHSTM MH STM MH STM MH STM MH STM MH STM MH STM MHSTM MH STM MH STM MH STM MH STM MH FES FES 12" RCP12" RCP 18" RCP 24" RCP 24" RCP 12" RCP 15" RCP 15" RCP 12" RCP12" RCP 18" RCP 18" RCP 12" RCP12" RCP 15" RCP 18" RCP FES 36" RCP 36" RCP 36" RCP STM MH 12" RCP STM MH 12" RCP STM MH 12" RCP STM MH 121 LF 10" PVC SDR 26 @ 0.28% 12" RCP STM MH 12" RCP STM MH STM MH12" RCPSTM MH 12" RCP FES 42 DETAILED UTILITY PLAN C3.11 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 205 STM MH STM MH STM MH T T T T T T T T T T T T T T T T T T T T T T T T T T E E EET T T T EETTTTTTTTTTTTTTTTTTTTTTCA CA CA CA CA CA CA CA CA CA TCA T EEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTCA CA CA CA CA CA CA CA CA CA CA CA CA CA FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFO FOFOTS OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHTS TSTS E TS TS E W W W WWWWWWWWWWWWWWW W W CORE & CONNECT TO EX. SAN MH INV = 602.05 HYDRANT HYDRANT HYDRANT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 8" DI WM 8" DI WM SA-22, 4' DIA SMH RIM = 624.48 G INV = 602.88 (W - 8") INV = 602.88 (NW - 8") INV = 602.88 (E - 10") SA-23, 4' DIA SMH RIM = 624.09 G INV = 602.54 (W - 10") INV = 602.54 (S - 10") SA-24, 4' DIA SMH RIM = 623.64 G INV = 602.16 (N - 10") INV = 602.16 (E - 10") SA-48, 4' DIA SMH RIM = 623.66 G INV = 605.19 (N - 8") INV = 605.19 (W - 8") SA-49, 4' DIA SMH RIM = 624.16 G INV = 604.80 (E - 8") INV = 617.00 (W - 8") INV = 604.80 (S - 8") SA-51, 4' DIA SMH RIM = 624.66 G INV = 603.15 (N - 8") INV = 603.15 (SE - 8") 137 LF 10" PVC SDR 26 @ 0.28% 40 LF 10" PVC SDR 26 @ 0.28% 166 LF 8" PVC SDR 26 @ 0.40% 97 LF 8" PVC SDR 26 @ 0.40% 58 LF 8" PVC SDR 26 @ 0.40% 354 LF 8" PVC SDR 26 @ 0.40% 66 LF 8" PVC SDR 26 @ 0.40% STM MH 36" RCP 36" RCP STM MH STM MH 36" RCP STM MH 24" RCP 30" RCP 24" RCP 12" RCP STM MH 12" RCP STM MH 24" RCP 24" RCP 12" RCP STM MH 12" RCP STM MH 12" RCP STM MH 121 LF 10" PVC SDR 26 @ 0.28% 12" RCP STM MH 12" RCP STM MH 43 DETAILED UTILITY PLAN C3.12 1" = ' (HORIZONTAL) '' 40 80400 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 KEYMAP ILLINOIS RT 126 WALLIN DR.C3.1 C3.2 C3.4C3.3 C3.5 C3.6 C3.7 C3.8 C3.9 C3.10 C3.11 C3.12 PROPOSED SANITARY SEWER PROPOSED SANITARY MANHOLE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING STORM SEWER EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE W W S UTILITY LEGEND D 206 14.0' 3.0' 16.0' UTILITY EASEMENT (WHERE SHOWN ON PLAT)28.0' B-B 60.0' R.O.W. 16.0' 10.0'5.0' 1' UTILITY EASEMENT R.O.W.R.O.W.WATERMAINSANITARY SEWER ROLLED CURB AND GUTTER-10" FLAG DEPTH (SEE RDW 6070) TC + 0.35' (TYP.) GAS STORM SEWER 4% (TYP.) HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 11 2" BITUMINOUS MATERIALS (TACK COAT), 0.10 GAL/S.Y. HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, 3"BITUMINOUS MATERIALS (PRIME COAT), 0.30 GAL/S.Y. CRUSHED AGGREGATE BASE COURSE, TYPE B, 10", OR APPROVE ALTERNATE AGGREGATE SUBBASE, TYPE B, 4" PARKWAY RESTORATION SIDEWALK (SEE RDW 6080) AGGREGATE SUBBASE, TYPE B, 4" 8' 0.5'0.5' 3.0'3.0' 1.5% (TYP.)4% (TYP.)4% (TYP.) 4:1 MAX 4:1 MAX HOT-MIX ASPHALT SURFACE COURSE, MIX D, CLASS N50, 3" BITUMINOUS MATERIALS (PRIME COAT) AGGREGATE BASE COURSE, TYPE B, 8" (CA-6) CLEAR ZONE CLEAR ZONE CLEAR ZONE FREE FROM OBSTRUCTIONS 44 ROADWAY DETAILS C5.0 1" = ' (HORIZONTAL) '' 20 40200 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 Scale: TYPICAL PAVEMENT SECTION DETAIL NOT TO SCALE Scale: TYPICAL BIKEPATH SECTION DETAIL NOT TO SCALE 207 45 ROADWAY DETAILS C5.1 SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BEREPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 45PRELIMINARY ENGINEERING FORKELLER FARMNW CORNER OF LOCKPORT ST & LINCOLN HWYPLAINFIELD, ILLINOIS210244 FWT 07/21/2023 208 Keller Farm -Plainfield, IL Home Elevations and Floorplans July 21, 2023 209 Keller Farm -Home Elevation and Floorplan Summary Style Sq. Footage Bdrms Baths Elevation #Garage Basement Medallion Series Meadowlark Two-Story 2052 Three -Four 2.5 Three 2 -3 Car Yes Biscayne Two-Story 2258 Three -Four 2.5 Four 2 -3 Car Yes Bryce Two-Story 2509 Four 2.5 Four 2 -3 Car Yes Rainer Two-Story 2758 Four 2.5 Four 2 -3 Car Yes Santa Rosa Two-Story 3084 Four 2.5 Four 2 -3 Car Yes Sequoia Two-Story 3237 Four 3.5 Four 2 -3 Car Yes Siena Ranch 1792 -1891 Three 2 Three 2 -Car Yes Adams Ranch 2148 -2418 Three 2.5 Four 3 -Car Yes Andare Series Sonoma Ranch 1880 -2002 Three 2 Three 2 -Car Yes Siena Ranch 1792 -1891 Three 2 Three 2 -Car Yes Rutherford Ranch 1649 -1748 Three 2 Three 2 -Car Yes Napa Ranch 1428 -1527 Two 2 Three 2 -Car Yes Urban Townhome Series Amherst 3 -Level 1764 Three 2.5 One 2 -Car Lower Level Chatham 3 -Level 1894 Three 2.5 One 2 -Car Lower Level Chelsea 3 -Level 2079 Three 2.5 One 2 -Car Lower Level 210 Keller Farm –Medallion Series –Meadowlark Model 2052 sq. ft. 3 –4 Bedrooms 2.5 Bathrooms 2 / Optional 3 -Car Garage B C D 211 Keller Farm –Medallion Series –Meadowlark Model 2052 sq. ft. 3 –4 Bedrooms 2.5 Bathrooms 2-Car Garage 212 Keller Farm –Medallion Series –Meadowlark Model 2052 sq. ft. 3 –4 Bedrooms 2.5 Bathrooms 2-Car Garage 213 Keller Farm –Medallion Series –Biscayne Model 2258 sq. ft. 3 -4 Bedrooms 2.5 Bathrooms 2-3 Car Garage GF HK 214 Keller Farm –Medallion Series –Biscayne Model 2258 sq. ft. 3 -4 Bedrooms 2.5 Bathrooms 2-3 Car Garage 215 Keller Farm –Medallion Series –Biscayne Model 2258 sq. ft. 3 -4 Bedrooms 2.5 Bathrooms 2-3 Car Garage 216 Keller Farm –Medallion Series –Bryce Model 2509 sq. ft. 3 Bedrooms 2.5 Bathrooms 2-3 Car Garage F G HK 217 Keller Farm –Medallion Series –Bryce Model 2509 sq. ft. 3 Bedrooms 2.5 Bathrooms 2-3 Car Garage 218 Keller Farm –Medallion Series –Bryce Model 2509 sq. ft. 3 Bedrooms 2.5 Bathrooms 2-3 Car Garage 219 Keller Farm –Medallion Series –Rainer Model 2758 sq. ft. 4 Bedroom 2.5 Bathroom 2 / Optional 3 –Car Garage H K F H G 220 Keller Farm –Medallion Series –Rainer Model H 2758 sq. ft. 4 Bedroom 2.5 Bathroom 2 / Optional 3 –Car Garage 221 Keller Farm –Medallion Series –Rainer Model 2758 sq. ft. 4 Bedroom 2.5 Bathroom 2 / Optional 3 –Car Garage 222 Keller Farm –Medallion –Santa Rosa Model 3084 sq. ft. 4 Bedroom 2.5 Bathroom 2 / Optional 3 -Car Garage G H F G HK 223 Keller Farm –Medallion Series –Santa Rosa Model 3084 sq. ft. 4 Bedroom 2.5 Bathroom 2 / Optional 3 -Car Garage 224 Keller Farm –Medallion Series –Santa Rosa Model 3084 sq. ft. 4 Bedroom 2.5 Bathroom 2 / Optional 3 -Car Garage 225 Keller Farm –Medallion Series –Sequoia Model 3237 sq. ft. 4 Bedrooms 3.5 Baths 2 / Optional 3 -Car Garage F G HK 226 Keller Farm –Medallion Series –Sequoia Model H 3237 sq. ft. 4 Bedrooms 3.5 Baths 2 / Optional 3 -Car Garage 227 Keller Farm –Medallion Series –Sequoia Model 3237 sq. ft. 4 Bedrooms 3.5 Baths 2 / Optional 3 -Car Garage 228 Keller Farm –Medallion Series –Siena Model C A 1792-1891 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style B 229 Keller Farm -Medallion -Siena Model 1792-1891 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 230 Keller Farm –Medallion Series –Siena Model 1792-1891 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 231 Keller Farm –Medallion Series –Adams Model 2148 sq. ft. 3 Bedrooms 2.5 Baths 3 –Car Garage Ranch Style F GGF HK 232 Keller Farm –Medallion Series –Adams Model 2148 -2418 sq. ft. 3 Bedrooms 2.5 Baths 3 –Car Garage Ranch Style 233 Keller Farm –Medallion Series –Adams Model 2148 sq. ft. 3 Bedrooms 2.5 Baths 3 –Car Garage Ranch Style 234 Keller Farm –Andare Series -Sonoma Model A B C 1880 -2002 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 235 Keller Farm -Andare -Sonoma 1880 –2002 sq. ft. 1880 -2002 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 236 Keller Farm -Andare -Sonoma 1880 -2002 sq. ft. 1880 -2002 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 237 Keller Farm –Andare Series –Siena Model C A 1792-1891 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style B 238 Keller Farm –Andare Series -Siena Model 1792-1891 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 239 Keller Farm –Andare Series –Siena Model 1792-1891 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 240 Keller Farm –Andare Series –Rutherford Model C A B 1649 -1748 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 241 Keller Farm -Andare –Rutherford –1649 -1748 sq. ft 1649 -1748 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 242 Keller Farm -Andare Series –Rutherford Model 1649 -1748 sq. ft. 3 Bedrooms 2 Baths 2 –Car Garage Ranch Style 243 Keller Farm -Napa Model –1428 -1527 sq. ft. A B C 1428 -1527 sq. ft. 2 Bedrooms 2 Baths 2 –Car Garage Ranch Style 244 Keller Farm –Andare Series –Napa Model 1428 -1527 sq. ft. 2 Bedrooms 2 Baths 2 –Car Garage Ranch Style 245 Keller Farm –Andare Series -Napa Model 1428 -1527 sq. ft. 2 Bedrooms 2 Baths 2 –Car Garage Ranch Style 246 Keller Farm –Urban Townhome –Front Elevation 247 Keller Farm –Urban Townhome –Side and Rear Elevations 248 Keller Farm –Urban Townhome –Amherst Model 1764 sq. ft. 3 Bedrooms 2.5 Baths 2 –Townhome 249 Keller Farm –Urban Townhome –Chatham Model 1894 sq. ft. 3 Bedrooms 2.5 Baths 2 –Townhome 250 Keller Farm –Urban Townhome –Chelsea Model 2079 sq. ft. 3 Bedrooms 2.5 Baths 2 –Townhome 251 Keller Farm -Building Materials -30 -year Architectural Shingles. -12” Roof Overhang (rake) on all four sides. -Corner boards on all four sides. -Full thickness face brick or cultured stone masonry, siding elements, and window treatments on all front elevations per plan. -Two-foot face brick or cultured stone returns at the two front outside corners of the Medallion and Andare single-family homes. Height of brick / stone returns to match adjacent front corner brick / stone elevation height. -Window trim surrounding all windows and doors on side and rear elevations. -Band board on all side and rear elevations. -Window grids on front, side and rear elevations of the home. -Garage door top row of windows per plan design, subject to supply chain availability. -.042 premium grade vinyl siding per plan. Double 5 exposure. -Fully landscaped front and rear yards per existing Village code. -Enhanced landscaping at Key and Trough Lots per landscape plans. 252 302 303 304 158 254 252 253 164 162 161 160 159 156 157 154 155 60 8378798081826962706371646566676861 75 76 77 86 87 85 84 1025 72 73 74 128 127 126 125 124 123 122129 89 90 91 92 93 88 118 117 121 120 119 106 139 508 242 241 320 312 319 311 318 317 316 315 314 321 313 248 249 250 243 251 244 245 246 247 514 255 262 261 260 259 258 257 256 263 240 233 234 235 236 237 238 239 231 230 229 232 264265 215216 212213214 228227226225 501 168 165 166 502 180 210 506 153 152 151 150 503 163 507 147 148 149 500 41 130 31 22 14 6 504 21 13 5 28 20 12 4 27 19 11 3 26 18 10 2 25 17 9 24 16 8 23 15 7 1018 10191016101710141015 1020 1024 1023 1021 10271026 1028 10311030 1029 4546 4344 42 144 145 146142143141140137138 505 29 30 34 32 33 38 3536373940 104 107 99102 98 108 113 101 97 109 114110 96100 115 103 111 95 112 94 135 131 132 133 134 136 296 295 294 293 292 291 272 269 274 278 268 275 279 271 267 276 270 277 266191195194193192 199202201200 196 198 217 207206205 209208 222221220219 224223 284 285 286 287 288 289 282 290 283 169 173 182 190 186 177 170 185 181 189 174 178 171 184 188 175 172 183 187 176 167 306 307 308 309 301 300 299 298 297 54 59 53 58 52 57 51 56 50 49 55 48 47 116105 179 203 197 211 204 273 280 305 1 218 281 510 1022 512 509 515 511 322 310 513 MATHER DRIVE MARKS WAY DISHMAN STREETDYER LANEDYER LANEMATHER DRIVESENITT STREETHENEBRY LANEHENEBRY LANEHENEBRY LANEHENEBRY LANE SOLDIER COURT DARR DRIVEDARR DRIVEHENEBRY LANE HARMS ROADHARMS ROAD LIBERTY GROVE BLVD. LIBERTY G R O V E BLVD.DYER LANEDYER LANEDYER LANEILLINOIS ROUTE 126 WALLIN DRIVEPRESIDENTIAL AVE Sign #5 Marketing Signs - TBD Commercial Property L:\Projects\LN21103\Acad\LN21103_K01_01EX.dwg GARY R. WEBERASSOCIATES, INC. LAND PLANNINGECOLOGICAL CONSULTINGLANDSCAPE ARCHITECTURE WWW.GRWAINC.COM NORTHSCALE: 1"=300' 600'300'150'0 PLAINFIELD, ILLINOIS TEMPORARY SIGNAGE PLAN 7/21/2023 Sign #3 Welcome Home Center - 4'x4' Sign #1 120 Square Feet per Side - Sign #4 Model Signs - 3'x4' Each Sign #2 Parking Area - 4'x4' Double Sided Sign #5 Marketing Signs - TBD Commercial Property 253 10251024102710260.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.20.20.30.30.30.30.30.30.30.30.30.20.20.20.10.10.00.00.00.00.00.00.00.10.30.60.80.80.80.80.70.80.70.80.70.70.70.60.60.40.20.10.00.00.00.00.00.00.21.54.82.53.44.02.01.93.23.52.53.72.43.12.62.02.50.70.10.00.00.00.00.00.10.22.19.13.26.17.82.62.56.19.54.118.34.29.77.03.920.21.50.10.00.00.00.00.00.00.10.41.01.21.41.61.31.31.61.71.61.91.61.91.71.61.50.50.10.00.00.00.00.00.00.10.20.40.70.70.80.80.70.80.70.80.80.80.90.80.60.30.20.10.00.00.00.00.00.00.00.10.62.61.91.72.51.32.41.41.81.91.42.42.31.20.30.10.00.00.00.00.00.00.00.00.10.85.53.33.26.32.07.52.64.65.12.68.67.93.20.40.10.00.00.00.00.00.00.00.00.10.30.80.80.81.00.81.20.91.11.21.01.81.81.00.20.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.10.20.20.20.20.20.30.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.015' BUILDING OFFSETDRAWING NO.EX1.0N:\2023\230773\Drawings\ACAD\Photometric\Sheet Drawings\EX1.0 Photo230773.dwg7/26/2023PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230773 MR JR MR PLAINFIELD ILLINOIS TYPICAL TOWNHOME LIGHTING EXHIBIT7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JULY 28TH, 2023 DESCRIPTIONDATENO. GRAPHIC SCALELIBERTY MEADOWS TOWNHOMES 254 255 HB: 4860-8516-0028.2 1 EASEMENT ACQUISITION AGREEMENT WITNESSETH: This Easement Acquisition Agreement (“Agreement”) is made and entered into as of this day of , 2023 (the “Effective Date”), by and between the Village of Plainfield, an Illinois Home Rule Municipal Corporation (“Village”) and S & E INVESTMENTS LLC - SERIES 5, an Illinois limited liability company (“Owner”). WHEREAS, The Village has been and is in the process of coordinating and constructing various improvements to that portion of 143rd Street located within the corporate limits of Village or under Village jurisdiction (the “143rd Street Project”), as set out in the plans of the State of Illinois Department of Transportation Division of Highways, Job No. R-______, prepared by Baxter & Woodman and attached hereto as Exhibit A (the “Plans”) and WHEREAS, in connection therewith, Village needs to acquire easements from property owners adjacent to 143rd Street as it presently exists or as it is contemplated to be constructed or improved by the Village; and WHEREAS, Owner owns certain real property adjacent to the proposed extension to 143rd Street, such property being legally described and/or otherwise depicted in Exhibit B attached hereto and incorporated herein by reference (the “Owner Property”); and WHEREAS, Owner and Village acknowledge that the Village desires to acquire a temporary construction easement over a portion of the Owner Property for the purpose of performing the construction and installation work required to construct an extension to 143rd Street and public utility improvements in connection with the 143rd Street Project, and other work necessary to perform or reasonably related to such construction and installation work (collectively, the “Work”); WHEREAS, the portion of the Owner Property over which the Village seeks the temporary construction easement (the “Temporary Easement Area”) is legally described and/or otherwise depicted in Exhibit C attached hereto and incorporated herein by reference; and WHEREAS, Owner and Village acknowledge that upon the Completion (defined herein) of the 143rd Street Project and prior to any use of the extension of 143rd Street as a public road, the Temporary Construction Easement (defined below) will terminate and the Owner will dedicate to the Village and the Village will accept the dedication of fee simple title to that portion of the Owner Property on which the extension of 143rd Street was constructed; WHEREAS, the portion of the Owner Property to be dedicated to the Village(the “Dedication Property”) is legally described and/or otherwise depicted in Exhibit D attached hereto and incorporated herein by reference; and 256 HB: 4860-8516-0028.2 2 WHEREAS, Owner and Village acknowledge that the Village desires to acquire a permanent easement (the “Permanent Easement”) over a portion of the Owner Property for the purpose of constructing public utility improvements in connection with the 143rd Street Project; WHEREAS, the portion of the Owner Property over which the Village seeks the Permanent Easement (the “Permanent Easement Property”) is legally described and/or otherwise depicted in Exhibit E attached hereto and incorporated herein by reference; and WHEREAS, Owner is willing to grant the Temporary Construction Easement and the Permanent Easement to the Village, and to dedicate the Dedication Property to the Village, and the Village is willing to accept a grant of the Temporary Construction Easement and the Permanent Easement and the dedication of the Dedication Property, all upon the terms and conditions hereinafter set forth. NOW, THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth, and for other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, Owner and Village hereby agree as follows: 1. Recitals. The foregoing recitals are incorporated into this Agreement as if fully set forth in this Section 1. 2. Grant of Temporary Construction Easement. Subject to the terms and provisions of this Agreement, Owner hereby grants to Village a temporary non-exclusive construction easement (the “Temporary Construction Easement”) over the Temporary Easement Area described and depicted in Exhibit C for the purpose of the construction of public roadway improvements and appurtenances, including: (i) vehicular and pedestrian ingress and egress, including construction vehicles; (ii) conducting the Work; and (iii) doing all other things reasonably necessary to complete the Work, including, but not limited to, surface grading and regrading and the transport and storage of construction materials, equipment 3. Term. The term of the Temporary Construction Easement will commence on the Effective Date and expire on the earlier of the date (i) that is ___ (___) months after the Effective Date, or (ii) on which the Work is completed, as is determined by Owner, in its reasonable discretion, and confirmed in writing (the “Completion”), whichever date is earlier (the “Temporary Easement Term”), unless otherwise agreed to in writing by the Parties. 4. Covenant to Construct the Work. The Village does hereby agree and shall be obligated to construct or cause to be constructed and installed the Work within the Temporary Construction Easement Area, prior to the expiration of the Easement Term. The City further agrees and shall cause the Work to be: (i) constructed in a good and workmanlike manner; (ii) completed free of defects in workmanship or materials and otherwise in accordance with the plans for the development of the Project as such plans are or may be set forth in the Plans; (iii) completed free and clear of liens, claims or encumbrances; and (iv) completed in compliance with all applicable laws, codes and regulations. 5. Construction Costs. Owner shall have no obligation whatsoever to provide or pay for any of the Work or any maintenance, repair or repaving work that is required to keep the 257 HB: 4860-8516-0028.2 3 143rd Street Project in good working order or is otherwise related to the 143rd Street Project, the easements granted herein or this Agreement. 6. No Obstructions. Owner acknowledges that from and after the Effective Date, Owner shall not construct or place any buildings, structures, or permanent improvements or obstructions within any portion of the Temporary Easement Area. 7. Grant of Permanent Easement. Subject to the terms and provisions of this Agreement, the Owner hereby grants to Village a Permanent Easement over the Permanent Easement Property described and depicted in Exhibit E for the purpose of the construction, installation, maintenance, operation and removal of sanitary sewer, potable water, and other Village public utility improvements therein, and also for the purposes of public utilities operating within the Village by franchise or like agreement, including but not limited to Commonwealth Edison Company, Nicor, AT&T, and the local franchised cable operator to maintain, operate and remove all such utility installations and appurtenances necessary and appropriate to provide their respective services, provided, that all such public utility installations shall be located underground unless otherwise approved in writing by the Village and Owner. 8. Construction Damage. Without otherwise limiting, modifying or affecting any other provision of this Agreement, the Village or any relevant franchised public utility shall, at its sole cost and expense, repair and restore any damage to property owned by Owner located on, under or over an portion of Owner’s Property resulting from construction activities or any other exercise of easement rights granted herein undertaken by the Village or such relevant franchised public utility. 9. Ownership of Improvements. From and after the Effective Date, Village shall at all times retain title to, ownership of and control over all improvements of any nature or kind constructed or installed by Village within the Dedication Property or the Permanent Easement Property. 10. Insurance. Village shall maintain, or cause its contractors, subcontractors, permittees, licensee and agents (the “Village Parties”) to maintain, liability insurance and property insurance in amounts sufficient to cover actionable legal claims for liability or loss which are the result of injury or death to any person or damage to property resulting from or caused by the Work, or the negligence or willful misconduct of Village or any Village Parties. Owner shall not be liable to Village or to any other person whomsoever or entity whatsoever for or on account of any injury or damage to persons or property occasioned by reason of the existence or use of the Temporary Construction Easement or the Permanent Easement. Village hereby acknowledges and agrees that the benefits to Village (financial and/or otherwise) resulting from this Agreement and the Easement shall be deemed sufficient consideration to support Village’s obligations under this Section 10. 11. Liens. Village shall not permit any mechanic’s or other lien or charge to be filed against the Owner Property by reason of any work, labor, services or materials performed by or for the Village or furnished to the Village. If any such mechanics’ or other lien or charge shall at any time be filed against the Owner Property, Village shall within forty-five (45) days after receipt of a notice of such lien or charge cause the same to be discharged of record. In the event 258 HB: 4860-8516-0028.2 4 Village fails to discharge or deposit sufficient sums with the 45-day period, Owner may, on a ten (10) days’ notice to Village, discharge the same, and all costs and expenses, including reasonable attorneys’ fees, incurred by Owner in procuring such discharge shall be payable by Village on demand. 12. Indemnification. Village shall indemnify, defend and hold harmless Owner and its officers, directors, employees and agents of and from any and all liabilities, claims, damages, costs, expenses or judgments resulting from the use of the Owner’s Property by Village or any Village Parties. 13. Notice of Work. Except in bona fide emergency situations, Village or any relevant franchised public utility shall provide Owner with reasonable notice of its intention to commence construction activities within the Temporary Easement Area or the Permanent Easement Property. 14. Successors. This Agreement and the rights and obligations set out herein shall bind and inure to the benefit of Owner and Village, and their respective successors, assigns and grantees, and shall be deemed to constitute covenants running with Owner’s Property and the Dedication Property. 15. Notices. Any notice, request, approval, demand, instruction or any other communication to be given to either Party hereunder, shall be in writing and shall be conclusively deemed to be delivered when personally delivered, or when deposited for overnight delivery with a courier such as Federal Express or other overnight/same day courier service, and such notices are addressed to the following addresses: If to Owner: S & E INVESTMENTS LLC - SERIES 5______________ With a copy to New Development and Husch If to Grantee: Village of Plainfield ________________ ________________ Attn: __________ 16. Waiver of 143rd Street Construction Obligations/Recapture Rights. Village and Owner acknowledge that the development of Owner’s Property is subject to the provisions of a certain annexation agreement recorded against the Owner’s Property and certain other parcels of real property as Document No. 200400023187 with the Kendall County Recorder’s Office (the “Annexation Agreement”), and that among other things, the Annexation Agreement obligates the developer of the Owner’s Property to construct certain roadway improvements to 143rd Street upon the Village’s written request for the same made to the developer of the Owner’s 259 HB: 4860-8516-0028.2 5 Property. In consideration of Owner’s execution of this Agreement and its grant of the Easements as hereinabove provided, the Village hereby waives and forgoes all its rights to enforce those provisions of the Annexation Agreement that would require the developer of the Owner’s Property to construct any improvements at the written request of the Village, and waives and forgoes any right that it may now have or may in the future have to collect or impose any recapture fee or other fee designed or intended to reimburse the Village for the costs of constructing any roadway improvements or water main improvements within the 143rd Street Easement Property. 17. Waiver of Recapture Liabilities from Resolution No. 1598. The Village hereby waives any and all recapture fees owed by the Owner Property (Kendall County PIN 06- 01-400-002) that were otherwise imposed or to be collected by the Village of Plainfield pursuant to Resolution No. 1598. The Village hereby waives collection of $195,012 18. Default. In the event that either Party shall default in the performance of any of such Party's obligations hereunder, the other Party shall, in addition to any and all other rights and remedies at law or in equity that he may have, be entitled to seek the specific performance of this Agreement, except that neither Party shall be entitled to recover consequential damages. 19. Reimbursement of Direct Expenses to Owner. The Village shall, within ___ days following receipt of written request, reimburse Owner for direct expenses incurred by Owner (including without limitation legal and consulting expenses) arising from or in connection with this Easement Agreement or related to Owner’s evaluation of the Village’s request for easements over Owners Property, up to a maximum cumulative reimbursement of $10,000, [signatures on the following page(s)] 260 HB: 4860-8516-0028.2 6 IN WITNESS WHEREOF, Owner and Village have executed this Agreement all as of the date and year first above named. “Owner” S & E INVESTMENTS LLC - SERIES 5 By: Name: _____________________________ Title: ______________________________ STATE OF ILLINOIS ) ) SS. COUNTY OF ) I, the undersigned, a Notary Public in and for said County, in the state aforesaid, do hereby certify that personally known to me to be the of S&E INVESTMENTS LLC -SERIES 5, and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that as such , signed and delivered the said instrument as free and voluntary act, and as the free and voluntary act and deed of said limited liability company, for the uses and purposes therein set forth. Given under my hand and Notarial Seal this ____ day of ___________, 2023. Notary Public My commission expires on . 261 HB: 4860-8516-0028.2 7 “VILLAGE” Village of Plainfield, an Illinois Municipal Corporation BY: John F. Argoudelis, Village President ATTEST: Michelle Gibas, Village Clerk STATE OF ILLINOIS ) ) SS COUNTY OF WILL ) I, , a notary public in and for said County and State, certify that John F. Argoudelis, personally known to me to be the Village President of the Village of Plainfield, Illinois, and Michelle Gibas, personally known to me to be the Clerk of said Village, and whose names are subscribed to this instrument, appeared before me this day in person and severally acknowledged before me that as such President and Clerk of the said Village they signed and delivered the said instrument and caused the corporate seal of the Village to be affixed thereto, pursuant to authority given therefor by the Board of Trustees of said Village, as their free and voluntary act and as the free and voluntary act of said Village, for the uses and purposes therein set forth. Given under my hand and seal this day of , 2023. Notary Public My commission expires on . 262 HB: 4860-8516-0028.2 8 Exhibit A The Plans 263 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019669+001" = 50'81+50815500PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-Proposed Right-of-WayProposed Right-of-WayΔ=13°33'30"R=9,220.00' A=2,181.81'Ch=S 85°32'49" E 2,176.73'498.83' S 87°40'26" W0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresSee Sheet 7 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres0005A0005PE-A*See Sheet 7for ContinuationSee Sheet 9for Continuation1 4 3 R D S T R E E TSee Sheet 9 See Sheet 7for ContinuationSee Sheet 9for Continuation* 1,235.35'N 87°40'26" E *1/126/789KENDALLWILLNorth Line of the Northeast 14 of Section 12-36-8South Line of the Southeast 14 of Section 1-36-8* * * * 2,635.41'S 87°40'26" W * * * *80' 70' 50' 20'KENDALLCOUNTYWILLCOUNTYSta. 76+35.4270.00' Lt.Sta. 76+87.4080.14' Rt.POB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.Δ=12°15'48"R=9,250.00' A=1,979.84'Ch=N 84°09'46" W 1,976.06'Δ=6°39'57"R=9,350.00' A=1,087.81'Ch=N 82°30'17" W 1,087.19'0008PE0008978.91' N 88°18'32" ENorth Line of the Northwest 14 of Section 7-36-9East Line of the Southeast 14 of Section 1-36-8 West Line of the Northwest 14 of Section 7-36-9 South Line of the Southwest 14 of Section 6-36-9* * * * 2,647.33' S 01°57'46" E * * * ** * * ** * * ** * * * 2,066.21' N 88°18'32" E * * * *East Line of the Northeast 14 of Section 12-36-8 143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property173.57' N 01°57'46" W * * * ** * * * 2,647.88' S 01°57'46" E * * * *123.09'N 01°57'46" WSta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-8West Line of the Southwest 14 of Section 6-36-9 * * * * 2,646.97' N 01°50'13" W * * * * * * * * 2,640.00' N 01°50'13" W * * * *P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 Acres* * * ** * * ** * * * * * * ** * 276.95' N 01°57'46" W * * +33.80 P.R.C.Found 34" Iron Pipe at Section Corneras per Monument Record200200019024Found Iron Pipe at Section CornerProposed Permanent EasementProposed Right-of-WayProposed Permanent EasementPOC 0008POC 0009Sta. 77+00.43219.34' Rt.{ Curve PR143_7 }{ Curve PR143_8 }(No Buildings)Proposed Right-of-WayPOB 0008Sta. 77+62.8850.00 Rt.62.49'N 02°19'34" W243.86' N 34°00'45" W378.42' S 87°40'26" WSta. 69+59.09333.30' Lt.Sta. 71+16.11150.22' Lt.POB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.Δ=7°17'01" R=9,380.00' A=1,192.40'Ch=N 86°03'23" W 1,191.63'Δ=12°17'31" R=9,230.00' A=1,980.15'Ch=S 85°08'55" E 1,976.36'Sta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-8547.14' N 87°40'26" E00060008PE0008Sta. 76+04.04209.37' Lt.30.78'S 01°57'46" E 143.48' S 01°57'46" E 20.00'S 01°50'13" E* ** * 276.95' N 01°57'46" W * *548.71' S 87°40'26" WPOB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.Sta. 76+35.4270.00' Lt.123.09'N 01°57'46" WSta. 76+40.0550.00' Lt.20.52'N 01°57'46" WSta. 76+19.5750.02' Lt.Δ=0°7'38"R=9,250.00' A=20.53'Ch=N 78°58'03" W 20.53'+33.80 P.R.C.20.00'N 87°40'26" E0006PEREVISION DATE:03-13-2023REVISION MADE BY:AEBΔ=7°17'01" R=9,380.00' A=1,192.40'Ch=S 86°03'23" E 1,191.63'POB 0005ASta. 71+27.0188.71' Lt.0006120.57'N 87°40'26" ESta. 69+60.3360.00' Lt.0006 0006PE548.71' S 87°40'26" WSta. 76+40.0550.00' Lt.Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Sta. 76+17.3060.00' Lt.10.24'N 01°57'46" WΔ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Sta. 76+33.1180.00' Lt.264 265 HB: 4860-8516-0028.2 9 Exhibit B Legal Description/Depiction of Owner Property The Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian (Except that part thereof lying Northeasterly of the original centerline of Updike Road), in the Township of Na-Au-Say, Kendall County, Illinois Except the following two parcels: Parcel 1: That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian, described as follows: Commencing at the Southwest corner of said Southeast quarter; thence North 89 degrees 19 minutes 51 seconds East along the South line of said Southeast quarter, a distance of 36.37 feet to a point on the East right of way line of Plainfield Road as recorded in Document 137765 for a point of beginning; thence North 00 degrees 16 minutes 03 seconds West along said East right of way line, 795.43 feet; thence North 89 degrees 45 minutes 56 seconds East, 864.66 feet; thence South 00 degrees 14 minutes 04 seconds East parallel with the West line of said Southeast quarter, a distance of 788.87 feet to a point on the South line of said Southeast quarter; thence South 89 degrees 19 minutes 51 seconds West along said South line, 864.23 feet, more or less, to the point of beginning, in Kendall County, Illinois. Parcel 2: That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian, described as follows: Beginning at the Southwest corner of said Southeast quarter; thence North 00 degrees 14 minutes 04 seconds West along the West line of said Southeast quarter, a distance of 795.71 feet; thence North 89 degrees 45 minutes 56 seconds East, 35.91 feet to a point on the East right of way line of Plainfield Road as recorded in Document 137765; thence South 00 degrees 16 minutes 03 seconds East along said East line, 795.43 feet to a point on the South line of said Southeast quarter; thence South 89 degrees 19 minutes 51 seconds West along said South line, 36.37 feet, more or less, to the point of beginning, in Kendall County, Illinois. 266 HB: 4860-8516-0028.2 10 Exhibit C Legal description and depiction of Temporary Easement Area [Areas described as 0005A and 0005B, except as otherwise indicated by Owner] 267 HB: 4860-8516-0028.2 11 Exhibit D Legal description and depiction of Dedication Property [Areas described as 0005A and 0005B, except as otherwise indicated by Owner] 268 HB: 4860-8516-0028.2 12 Exhibit E Legal description and depiction of Permanent Easement Area [Areas depicted as 0005PE-A and 0005PE-B, except as otherwise indicated by Owner] 269 Route: 143rd Street (West Extension) Section No.: - Job No.: R- County: Kendall Parcel: 0005PE-A Sta. 58+96.08 to Sta. 70+78.35 Index No.: 06-01-400-002 That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian, in Kendall County, Illinois, bearings and distances based on the Illinois State Plane Coordinate System, East Zone, NAD83 (2011 Adjustment), with a combined factor of 0.999975, described as follows: Commencing at the Southeast corner of the Southeast quarter of said Section 1; thence on an Illinois Coordinate System NAD 83 (2011) East Zone, bearing of South 87 degrees 40 minutes 26 seconds West along the South line of the Southeast quarter of said Section 1, a distance of 548.71 feet to the point of beginning; thence along an arc to the Left, having a radius of 9,380.00 feet, an arc length of 1,192.44 feet and a chord bearing North 86 degrees 03 minutes 23 seconds West, a distance of 1,191.63 feet to a point on the West line of lands described in Trustee’s Deed recorded as Document 201100007133; thence South 01 degrees 53 minutes 54 seconds East along said West line, a distance of 20.01 feet; thence along an arc to the Right, having a radius of 9,360.00 feet, an arc length of 1,070.35 feet, and a chord bearing South 86 degrees 25 minutes 04 seconds East, a distance of 1,069.77 feet to a point on the South line of the Southeast quarter of said Section 1; thence North 87 degrees 40 minutes 26 seconds East along the South line of the Southeast quarter of said Section 1, a distance of 120.57 feet to the point of beginning, in Kendall County, Illinois. Said parcel containing 0.520 Acres, more or less. 270 Route:143rd Street(West Extension) Section No.:- Job No.:R-County:KendallParcel:0005ASta.-to Sta.- Index No.:06-01-400-002 That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian,in Kendall County, Illinois, bearings anddistances based on the Illinois State Plane Coordinate System, East Zone,NAD83 (2011 Adjustment), with a combined factor of 0.999975,described asfollows: Commencing at the Southeast corner of the Southeast quarter of said Section 1;thence on an Illinois Coordinate System NAD 83 (2011) East Zone, bearing ofSouth87degrees40minutes26secondsWest along the South line of theSoutheastquarter of said Section 1,a distance of 548.71 feet to the point of beginning; thence North 02 degrees 19 minutes 34 seconds West, a distance of 62.49 feet;thence North 34 degrees 00 minutes 45 seconds West, a distance of 243.86 feet;thence South 87 degrees 40 minutes 26 seconds West, a distance of 378.42feet; thence South 02 degrees 19 minutes 34 seconds East, a distance of 201.74 feet; thence along an arc to the Left, having a radius of 9,380.00 feet, an arc length of1,192.40 feet, and a chord bearing North 86 degrees 03 minutes 23 secondsWest, a distance of 1,191.63 feet to a point on the West line of lands described ina Trustee’s Deed recorded as Document 201100007133; thence South 01 degrees 53 minutes 54 seconds East along said West line, a distance of 130.14 feet to a point on the South line of said Southeast quarter;thence North 87 degrees 40 minutes 26 seconds East along the South line ofsaid Southeast quarter, a distance of 1,235.35 feet to the point of beginning, inKendallCounty, Illinois. Said parcel containing 4.573 Acres,more or less. 271 Route:143rd Street(West Extension) Section No.:- Job No.:R-County:KendallParcel:0005BSta.207+35.42 to Sta.210+31.00 Index No.:06-01-400-002 That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian,in Kendall County, Illinois, bearings anddistances based on the Illinois State Plane Coordinate System, East Zone,NAD83 (2011 Adjustment), with a combined factor of 0.999975,described asfollows: Commencing at the Southwest corner of the Southeast quarter of said Section 2;thence on an Illinois Coordinate System NAD 83 (2011) East Zone, bearing ofNorth01degrees53minutes40secondsWest along the West line of theSoutheastquarter of said Section 1,a distance of 795.43 feet to a point on the North line of lands described in a Trustee’s Deed recorded as Document 201100007133 and the point of beginning;thence continuing North 01 degrees 53 minutes 40 seconds West along the Westline of said Southeast quarter, a distance of 295.59 feet;thence North 88 degrees 05 minutes 23 seconds East, a distance of 60.00 feet; thence South 01 degrees 53 minutes 40 seconds East, a distance of 295.62 feet to a point on the North line of said lands described in a Trustee’s Deed;thence South 88 degrees 07 minutes 23 seconds West along the North line ofsaid lands described in a Trustee’s Deed, a distance of 60.00 feet to the point ofbeginning, in Kendall County, Illinois. Said parcel containing 0.407 Acres,more or less (of which, 0.238 Acres, more orless, was previously dedicated or used for highway purposes). 272 Route: 143rd Street (West Extension) Section No.: - Job No.: R- County: Kendall Parcel: 0005PE-B Sta. - to Sta. - Index No.: 06-01-400-002 That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian, in Kendall County, Illinois, bearings and distances based on the Illinois State Plane Coordinate System, East Zone, NAD83 (2011 Adjustment), with a combined factor of 0.999975, described as follows: Commencing at the Southwest corner of the Southeast quarter of said Section 2; thence on an Illinois Coordinate System NAD 83 (2011) East Zone, bearing of North 01 degrees 53 minutes 40 seconds West along the West line of the Southeast quarter of said Section 1, a distance of 795.43 feet to a point on the North line of lands described in a Trustee’s Deed recorded as Document 201100007133; thence continuing North 01 degrees 53 minutes 40 seconds West along the West line of said Southeast quarter, a distance of 295.59 feet; thence North 88 degrees 05 minutes 23 seconds East, a distance of 35.00 feet to the point of beginning; thence continuing North 01 degrees 53 minutes 40 seconds West along the West line of said Southeast quarter, a distance of 1,557.73 feet to a point on the North line of said Southeast quarter; thence North 87 degrees 16 minutes 59 seconds East along the North line of said Southeast quarter, a distance of 25.00 feet; thence South 01 degrees 53 minutes 40 seconds East, a distance of 1,558.08 feet; thence South 88 degrees 05 minutes 23 seconds West, a distance of 25.00 feet to the point of beginning, in Kendall County, Illinois. Said parcel containing 0.894 Acres, more or less. 273 274 275 276 ORDINANCE NO. AN ORDINANCE RATIFYING PRIOR PLANNED DEVELOPMENT APPROVALS FOR PROPERTY IN THE VILLAGE OF PLAINFIELD, WILL COUNTY, ILLINOIS (PLAYA VISTA SUBDIVISION, GRANDE PARK NEIGHBORHOODS 4, 5 AND 6) WHEREAS, the Village of Plainfield has heretofore adopted its Ordinance No. 3257, granting approval of a major change to the planned development for the Playa Vista Subdivision within the property known as Grande Park Neighborhoods 4, 5 and 6, which ordinance among other things permitted the development of the subject property with 315 single family detached homes; and WHEREAS, the Village Board found in Ordinance No. 3257 based upon the evidence presented in the underlying application that: a. The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor substantially diminish property values; and b. The establishment of the special use will not impede normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. WHEREAS, at its meeting on April 4, 2016, and in connection with the adoption of Ordinance No. 3257, the Village Board by motion also adopted a preliminary plat of subdivision for the Playa Vista Unit 2 Subdivision, which preliminary plat of subdivision provided for the subdivision of the subject property into 315 single family detached lots; and WHEREAS, Hartz Construction Co., Inc., the prior planned development applicant under Ordinance 3257, has applied to the Village of Plainfield for the ratification of the approvals contained within Ordinance 3257, and the ratification and extension of the preliminary plat approved by motion at the April 4, 2016 Village Board meeting; and WHEREAS, the ratification of the approvals contained in Ordinance 3257 will clarify the status of those approvals and ensure their continuing effect in connection with the further development of the Playa Vista Subdivision, as will the ratification and extension of the preliminary plat approved by motion at the April 4, 2016 Village Board meeting. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES, ILLINOIS AS FOLLOWS: 277 Section 1: Recitals - The President and Board of Trustees of the Village of Plainfield hereby adopt and incorporate as their own, the above findings recited. Section 2: Approval – Subject to all conditions originally set forth in Ordinance 3257, the President and Board of Trustees of the Village of Plainfield hereby approve the application for ratification of the planned development approvals set forth in Ordinance 3257 permitting the development of the subject property with 315 single family detached homes, and further ratify the approval of the preliminary plat approved by motion at the April 4, 2016 Village Board meeting, pursuant to Section 7-82(g) of the Village Code of Ordinances, for a term of five years from the date of the adoption of this Ordinance. Section 3: Severability - The various portions of this Ordinance are hereby expressly declared to be severable, and the invalidity of any such portion of this Ordinance shall not affect the validity of any other portions of this Ordinance, which shall be enforced to the fullest extent possible. Section 4: Repealer - All ordinances or portions of ordinances previously passed or adopted by the Village of Plainfield that conflict with or are inconsistent with the provisions of this Ordinance are hereby repealed. Section 5: Effective Date – This Ordinance shall be in full force and effect from and after its passage and approval. PASSED THIS ______ DAY OF ____________, 2023. AYES: NAYS: ABSENT: APPROVED THIS ______ DAY OF ____________, 2023. VILLAGE PRESIDENT ATTEST: VILLAGE CLERK 278 John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Cally Larson Tom Ruane Brian Wojowski REPORT SUMMARY 13822 S. TEAL COURT CASE NUMBER: 2018-061623.VAR SUMMARY The applicants are proposing to construct an attached garage encroaching two feet into the southern interior side yard setback and a driveway that measures 30 feet at the right-of-way. ISSUES  The subject property is improved with a single-family home located on a 41,034-square-foot (or 0.94 acre) lot on Teal Court. Due to easements, only 9,866 square feet of the lot is buildable.  The applicant seeks to construct an attached garage which would encroach into the interior side yard setback, reducing the setback from 7 feet (as required by the Zoning Code) to 5 feet.  The applicant also seeks to construct a driveway measuring 30 feet at the right-of-way; the Zoning Code limits driveway width to 20 feet at the right-of-way.  The Zoning Board of Appeals held a public hearing for this matter on July 18, 2023. There were no public comments at the meeting, however the applicants’ neighbor to the south provided a letter of support. Following conversation which modified the width of driveway, the Zoning Board forwards a recommendation for approval of the variance request (vote of 5-0). CONCLUSION/RECOMMENDATION In advance of public comments and discussion from the Board of Trustees, staff seeks the Board of Trustees input for the subject variation. Should the Board of Trustees support the variance requests, the following motion is offered for your consideration: I move we adopt Ordinance _____ for a variance to permit a garage addition encroaching two feet into the southern interior side yard and a driveway measuring 30 feet at the right-of-way for the property located at 13822 S. Teal Court, contingent on the following: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Building Department; and 3. That the applicant will submit an elevation certificate demonstrating appropriate elevation with the building permit application. Prepared by ___________________________________ August 7, 2023 Rachel Riemenschneider, Planner 279 John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Cally Larson Tom Ruane Brian Wojowski TO: PRESIDENT ARGOUDELIS and BOARD OF TRUSTEES FROM: RACHEL RIEMENSCHNEIDER, PLANNER MEETING DATE: AUGUST 7, 2023 SUBJECT: REPORT TO THE BOARD OF TRUSTEES 13822 S. TEAL COURT 2018-061623.VAR REQUEST: Variance (Public Hearing) APPLICANTS: Joe and Gretchen Broadus LOCATION: 13822 S. Teal Court ZONING: R-1 Low Density Single-Family Residential District COMP. PLAN: Low Density Residential & Greenways DISCUSSION The applicants are proposing to construct an attached garage encroaching two feet into the southern interior side yard setback and a driveway that measures 30 feet at the right-of-way line (please note that the applicant originally asked for a driveway measuring 40 feet at the right-of-way, but modified his request following discussion at the Zoning Board of Appeals meeting, please see below for details). This would require two variances: 1. From Section 9-54(2) – Table V-2. Minimum setback requirements for R districts: In the R-1 Low Density Single-Family Residential District, the minimum interior side yard setback is 7 feet. The applicants are requesting to reduce the southern interior side yard setback to 5 feet. 2. From Section 9-54(4)(a) – Driveways: Driveways in residential districts shall have a maximum width of 20 feet at the right-of-way. The applicants are requesting to increase the driveway width to 30 feet at the right-of-way. Variance requests require a public hearing. Pursuant to state statute and the Village’s Zoning Ordinance, due notice was published, a sign was posted on the property, and adjacent property owners were given written notice. The applicants’ neighbor to the south (who would be most impacted by the reduced setback) has provided a letter of support. Existing Conditions/Site Context The subject property is improved with a single-family home located on a 41,034-square-foot (or 0.94 acre) lot on Teal Court. The lot is the result of combining Lot 97 of the Pheasant Chase subdivision and parts of Lot 15 of the Quail Run subdivision. Lot 15 was platted as a “Public Utility and Drainage Easement” in 1990. Lot 15 was subsequently subdivided into many smaller lots, some of which have been combined overtime. In this situation, Lots 97A and Lots 94A (previously parts of Lot 15) have become part of Lot 97 to make up the applicants’ property. No structures can be built in the “Public Utility and 280 REPORT TO THE BOARD OF TRUSTEES Page #2 of 4 2018-061623.VAR 08/07/2023 13822 S. TEAL COURT Drainage Easement” (or “Easement for Stormwater Detention”, as it is labeled on some plats); the area that was once Lots 97A and 94A remain in an easement. This means the buildable area of the applicants’ property is approximately 9,866 square feet. Currently, the applicants have a small shed on the south side of the existing garage; this would be removed if the attached garage is constructed. There is also floodplain on the subject property. The existing home appears to be in Zone AE (1% Annual Chance of Flood Hazard) and the area where the proposed garage would be constructed is in Zone X (0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile). The applicants have been informed that they must submit an Elevation Certificate with their building permit application. This will enable staff to determine – and demonstrate to the Federal Emergency Management Agency (FEMA) – that the improvement is properly elevated. The adjacent land uses, zoning, and street classifications are as follows: East: Single-family residential (R-1); Teal Court (Local Street) West: Single-family residential (R-1) South: Single-family residential (R-1) North: Single-family residential (R-1) ANALYSIS The applicants are seeking approval to (1) construct an attached garage encroaching two feet into the southern interior side yard setback and (2) construct a driveway that measures 30 feet at the right-of-way line. The construction of the attached garage requires a variance from “Section 9-54(2) – Table V-2. Minimum setback requirements for R districts”. Note 1 of Table V-2 indicates that the minimum interior side yard setback in the R-1 district is “…seven (7) feet and the total of both side yards shall equal at least twenty (20) feet.” The applicants have indicated that, to build the attached garage, they need to encroach into the interior side yard 2 feet, reducing the setback to 5 feet. The current driveway is approximately 20 feet wide at the right-of-way line. “Section 9-54(4)(a) – Driveways” states: “That the maximum width of a driveway shall be twenty (20) feet at the right-of-way.” The applicants are requesting to extend the driveway south, to a width of 30 feet at the right-of-way. In accordance with Section 9-33 of the Village’s Zoning Ordinance, the Zoning Board of Appeals shall not recommend approval of, nor shall the Village Board grant a variance from the regulations of the Zoning Ordinance unless it makes the following findings based on the evidence presented: a) The variance is in harmony with the general purpose and intent of this Zoning Ordinance; Garage: The Zoning Code requires a minimum 7-foot interior side yard setback, with the total of both side yards equal to at least 20 feet. With this variance, the property would still adhere to – and exceed – the combined 20-foot requirement. However, the 7-foot minimum translates to a minimum building separation of 14 feet. If the variance for a 5-foot setback is approved, the separation between the addition and the southern neighbors would be approximately 12 feet. 281 REPORT TO THE BOARD OF TRUSTEES Page #3 of 4 2018-061623.VAR 08/07/2023 13822 S. TEAL COURT Driveway: The variance request to allow a 30-foot-wide driveway at the right-of-way is not in harmony with the general purpose and intent of the zoning ordinance. b) The plight of the owner is due to unique circumstances and thus strict enforcement of the zoning ordinance would result in practical difficulties or impose exceptional hardships due to the special and unusual conditions that are not generally found on other properties in the same zoning district; Garage: The available space to construct accessory structures on this property is limited due to the easements located on most of the property, which could constitute a unique circumstance. Furthermore, a garage addition directly adjacent to the existing garage is the most logical placement. The applicants have indicated that the garage cannot be any more narrow than as proposed. Driveway: The request for a driveway in excess of 20 feet wide at the right-of-way is not due to unique circumstances, and the enforcement of the code would not result in practical difficulties or exceptional hardships. c) The property cannot yield a reasonable use if permitted only under the conditions allowed by the Zoning Ordinance; and Garage: While the property is currently yielding a reasonable use, staff acknowledges that there are easements placing constraints on the property, as described in finding “B” above. Driveway: The property can yield a reasonable use with the current driveway width, which is 20 feet wide at the right-of-way. This is the case currently and would be the case if the garage addition were to be approved and subsequently constructed. The applicant is permitted under the zoning code to angle the driveway from the right-of-way to allow access to the garage addition, if approved. d) The variance, if granted, will not alter the essential character of the locality and will not be a substantial detriment to adjacent property. Garage: Encroaching two feet into the interior side yard will not alter the character of the neighborhood. The addition is recessed from the front of the exiting garage, making it less visible when the house is viewed from the north or south. The applicants’ neighbor has provided a letter stating they do not have any concerns with the addition being located 5 feet from their property line. If the variance to permit the garage encroachment is approved, the garage will look similar to a three-car garage. While this is not uncommon in residential districts generally, most of the homes in this neighborhood have one- or two-car garages. Driveway: Most of the driveways in the neighborhood and surrounding neighborhoods have driveways which are 20 feet at the right-of-way. While there are driveways in the neighborhood (including eleven homes which the applicant provided in his letter) that exceed 20 feet at the right-of-way, all of these driveways pre-date the current zoning code and are likely legal nonconforming. Additionally, of the 282 REPORT TO THE BOARD OF TRUSTEES Page #4 of 4 2018-061623.VAR 08/07/2023 13822 S. TEAL COURT eleven homes that the applicant identified, the widest driveway is 32 feet at the right-of-way, and the average width is 28 feet. Permitting a driveway more than 20 feet wide at the right-of-way would not be consistent with the character of the surrounding properties. ZONING BOARD OF APPEALS The Zoning Board of Appeals (ZBA) heard this case at their July 18, 2023 meeting. There were no public comments at the meeting. The ZBA asked questions about and were supportive of the request to encroach 2 feet into the interior side yard. The request for a 40-foot-wide driveway garnered more discussion. The ZBA and applicant discussed other possible scenarios for widening the driveway, including gradual widening before or after the sidewalk, while still meeting the applicants’ needs. Ultimately, the applicant and ZBA agreed that a 30-foot-wide driveway was an appropriate compromise. Both variance requests received a unanimous positive recommendation (vote: 5-0). RECOMMENDATION In advance of public comments and discussion from the Board of Trustees, staff seeks the Board of Trustees input for the subject variation. Should the Board of Trustees support the variance requests, the following motion is offered for your consideration: I move we adopt Ordinance _____ for a variance to permit a garage addition encroaching two feet into the southern interior side yard and a driveway measuring 30 feet at the right-of-way for the property located at 13822 S. Teal Court, contingent on the following: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Building Department; and 3. That the applicant will submit an elevation certificate demonstrating appropriate elevation with the building permit application. 283 July 10,2023 Variance Cover Letter Village of Plainfield, This letter is in regards to the two variances I have applied for my property located at 13822 S Teal Court,Pin #06-03-04-204-058-0000.Both variances are regarding a garage addition onto the existing residence which has been drafted by Craftstone Architects Inc.of Plainfield. The first variance request is to build within 5’of the property line.The current code would allow me to build within 7’with an attached garage and within 5’with a detached garage.The reason for my request is that I live on a 0.94 acre lot which consists of three separate parcels.My original plan was to build a detached garage on the property.Due to the zoning of two of my parcels I am not allowed to build on either parcel.I am sure that you could understand my frustration with buying such a beautiful and large lot and being denied the ability to build anything on the land that I pay taxes on.With a large lot and the inability to build on it creates a hardship and a unique situation.The only area I could build is along my Southern property line on the parcel where my house exists.The extra 2’will allow me to install a standard size garage door with standard spacing along both sides making the appearance the same side spacing as my existing garage door adding to the natural look of the addition.The extra 2’will also allow me to maximize the interior space of the garage since my building location was restricted to this parcel and location.I have already spoken to the neighbors along the Southern property line located at 13826 S.Teal Court whom will be most affected by approval of this variance.They have been notified via certified mail and have also signed a document which has been included stating they have no issues with the approval of the variance. The second variance is to widen the driveway opening at the street to 40’.The reason for this variance is to accommodate access to the garage addition.This driveway would follow suit with the rest of the neighborhood.The majority of homes within the neighborhood that have a third car or larger garage the driveway is the same width as the garage all the way to where it meets the street.These widths vary from 30’-40’so it would not be different than the rest of the neighborhood.A list of addresses within the immediate neighborhood with these driveways is provided on a second sheet. This neighborhood also has no HOA limiting any building specifications. Thank you for your time and consideration on these variances and I look forward to meeting you at the upcoming Meeting. Respectfully, Joseph Broadus 284 Below is a list of houses in the immediate neighborhood that have a driveway that matches their garage width and extends to the street measuring between 30’-40’. 24003 W,Quail Ct. 13723 S.Quail Run Dr. 13725 S.Quail Run Dr. 13806 S.Quail Run Dr. 13831 S.Quail Run Dr. 13705 S.Quail Run Dr. 24315 S.Quail Run Dr. 24300 W.Partridge Dr. 24309 W.Partridge Dr. 24316 W.Partridge Dr. 24320 W.Partridge Dr. 24307 W.Pheasant Chase Dr. 285 www.craftstonearchitects.com14150 S. Rt. 30, Suite 201 Plainfield, Illinois 60544Professional Design Firm #: 184-005597286 www.craftstonearchitects.com14150 S. Rt. 30, Suite 201 Plainfield, Illinois 60544Professional Design Firm #: 184-005597287 www.craftstonearchitects.com14150 S. Rt. 30, Suite 201 Plainfield, Illinois 60544Professional Design Firm #: 184-005597288 www.craftstonearchitects.com14150 S. Rt. 30, Suite 201 Plainfield, Illinois 60544Professional Design Firm #: 184-005597289 40’ 30’ 290 291 292 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOODHAZARD AREAS Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREENArea of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below.The basemap shown complies with FEMA's basemapaccuracy standards The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 7/7/2023 at 10:06 AM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximatepoint selected by the user and does not representan authoritative property location. 1:6,000 88°12'40"W 41°38'3"N 88°12'2"W 41°37'37"N Basemap Imagery Source: USGS National Map 2023 293 John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Cally Larson Tom Ruane Brian Wojowski REPORT SUMMARY SHARON METHODIST CHURCH (23913 W LOCKPORT ST) CASE NUMBER 1999-030123.REZ.SU.SPR.FP SUMMARY The applicant is proposing an adaptive re-use of the Sharon Methodist Church property located at 23913 W Lockport Street The proposed development would involve keeping all four buildings, creating a separate parcel for the home, reusing the church as a breakfast restaurant, and reusing the school as office space. This proposal requires a Special Use Permit, Zoning Map Amendment, Site Plan Review (administrative review) and Final Plat of Subdivision. ISSUES  The property is 1.1 acres and currently has a church, a school, a single-family residence, and a small garage.  The applicant seeks to reuse both the church and education center. This requires a rezoning from R-1 Low Density Single-Family Residential District to BT Business Transition District and a Special Use Permit for the restaurant, which is only permitted by special use in the BT District.  The Plan Commission held a public hearing for this matter on May 16, 2023. There were approximately 19 residents who sent public comment and/or spoke at the meeting. Comments were generally in opposition to the project, however a few residents were in support. The Plan Commission forwarded a negative recommendation to the Village Board (vote 2-2).  Per the feedback at the July 24, 2023 Committee of the Whole Meeting, staff has removed the stipulation prohibiting alcohol on the premises. CONCLUSION/RECOMMENDATION In advance of public comments and discussion from the Village Board, staff recommends approval of the proposed special use, zoning map amendment, and final plat. Should the Board support the proposal, the following motions are offered for your consideration: ZONING MAP AMENDMENT MOTION I move we adopt Ordinance ____ amending the zoning map from R-1 Low Density Single-Family Residential District to BT Business Transition District for the property identified as Lot 1 on the proposed Final Plat of Resubdivision of Lots 9 and 10 of Plainfield Methodist Church Subdivision. SPECIAL USE MOTION I move we adopt Ordinance ____ for the special use to permit a restaurant use at 23913 W Lockport Street, subject to the following stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. 3. The hours of operation will be as follows: 294 a. The breakfast restaurant will be open no earlier than 7:00am and no later than 3:00pm. b. The breakfast restaurant will receive deliveries no earlier than 7:00am and no later than 3:00pm. 4. Outdoor dining will be prohibited. 5. The Village will not issue a Certificate of Occupancy for the office building until the parking lot has been expanded and the landscape buffer has been installed. 6. That the applicant will install a landscape buffer consistent with the zoning ordinance, including a 6-foot privacy fence at the proposed southern boundary of the commercial area and maintain a 6-foot privacy fence on the eastern border of the property that screens the residence to the east. These two fences shall meet at that southeast corner of the commercial property to enclose the property. 7. That if the stained-glass windows are to be altered in any way, the applicant shall demonstrate a financial burden associated with keeping the windows by providing staff with quotes from contractors showing cost to replace vs. cost to repair and retain the existing stained-glass windows. If the cost to repair the existing windows is less than 75% greater than the cost to replace the windows, the windows shall not be removed. FINAL PLAT MOTION I move we approve the Final Plat of Resubdivision of Lots 9 and 10 of Plainfield Methodist Church Subdivision, in accordance with the reviewed plans, subject to the following stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Prepared by ___________________________________ August 7, 2023 Rachel Riemenschneider, Planner 295 TO: PRESIDENT ARGOUDELIS and BOARD OF TRUSTEES FROM: RACHEL RIEMENSCHNEIDER, PLANNER MEETING DATE: AUGUST 7, 2023 SUBJECT: REPORT FOR THE VILLAGE BOARD SHARON METHODIST CHURCH (23913 W LOCKPORT ST) CASE NUMBER 1999-030123.REZ.SU.SPR.FP REQUEST: Special Use (Public Hearing) Zoning Map Amendment (Public Hearing) Site Plan Review (Administrative Review) Final Plat of Subdivision APPLICANT: Sal Zeciri LOCATION: 23913 W Lockport Street (Southeast corner of W Lockport and S Dillman) ZONING: R-1 Low Density Single-Family Residential District COMP PLAN: Village Residential DISCUSSION The applicant, Sal Zeciri, is proposing an adaptive re-use of the Sharon Methodist Church property located at 23913 W Lockport Street, the southeast corner of W Lockport Street and S Dillman Street (PINs: 06-03-15-102-001-0000 and 06-03-15-102-002-0000). The property is 1.1 acres and currently has a church, a school, a single-family residence, and a small garage. The proposed development would involve keeping all four buildings, creating a separate parcel for the home, reusing the church as a breakfast restaurant, and reusing the school as office space. This proposal requires the following action: • Special Use to allow a Restaurant in the Business Transition District. • Zoning Map Amendment to rezone approximately 0.74 acres from R-1 Low Density Single-Family Residential District to BT Business Transition District (see Figure 1 below). • Site Plan Review (administrative review) for the expansion of the parking lot. • Final Plat of Subdivision to create one lot for the single-family residence and one lot for the church, school, garage, and parking lot (see Figure 1 below). John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Cally Larson Tom Ruane Brian Wojowski 296 REPORT FOR THE VILLAGE BOARD Page #2 of 7 SHARON METHODIST CHURCH 08/07/2023 CASE NUMBER 1999-030123.REZ.SU.SPR.FP Figure 1. Current and Proposed Lot Configuration and Zoning Current Proposed EXISTING CONDITIONS Site Context The subject site is located at 23913 W Lockport Street, the southeast corner of W Lockport Street and S Dillman Street (PINs: 06-03-15-102-001-0000 and 06-03-15-102-002-0000). These parcels are currently vacant, improved with a church, a school, a parking lot, a garage, and a single-family residence. The adjacent land uses, zoning, and street classifications are as follows: North: W Lockport Street (Major Collector); Plainfield Academy (R-1); Single Family Residential (R-1) East: Single Family Residential (R-1) South: Single Family Residential (R-1) West: S Dillman Street (Local Street); Single Family Residential (R-1) Historic Survey This property was included in the Plainfield Historic Preservation Commission’s Historic Urbanized Core Survey in 2005. The church was built in 1855 and the extended central entrance tower was added around 1880. It represents an altered Greek Revival architectural style with 297 REPORT FOR THE VILLAGE BOARD Page #3 of 7 SHARON METHODIST CHURCH 08/07/2023 CASE NUMBER 1999-030123.REZ.SU.SPR.FP Italianate influence. While the property is not a landmark or located in a historic district, the survey determined that the church is a “contributing structure”, which is defined as: “A building, structure, or site that may not necessarily have architectural or historic significance as a single property, but which adds to the overall character and significance of an historic district due to its architectural or historical merit and its compatibility with other buildings, structures, and sites within an architectural or historic setting such as a neighborhood. Contributing buildings, structures, and sites are considered to be an integral part of an historic district.” The survey also notes that the school (built in 1958) and the garage (built around 1980) are both non-contributing structures. A separate survey of the single-family residence notes that it was built in 1963 and is a non-contributing structure. SPECIAL USE (PUBLIC HEARING) The applicant is proposing to open a breakfast restaurant in the church structure and office spaces in the school. While “Office” is a permitted use by right in the Business Transition District, a Restaurant is permitted only by special use. The Special Use requires a public hearing. Many neighbors have made public comments regarding this proposal; please see the attached written public comments and the “Plan Commission” section below for details. In order for the Village Board to approve a special use, the applicant must demonstrate two findings of fact based on the specific circumstances of the project. Staff outlines the required findings and supporting facts as follows: a. The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor would it substantially diminish property values; Staff deems that, with appropriate conditions, the proposed breakfast restaurant use would not be detrimental to adjacent properties, nor would it diminish property values. Staff is eager to see this historic structure reused, as opposed to it sitting empty or potentially being demolished. Additionally, staff will require a landscaping buffer, including a fence, along the southern boundary of the proposed Lot 1 (between the parking area and the single-family residence) to minimize impacts on adjacent property owners. b. The establishment of the special use will not impede normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. Staff believes that the proposed development would not impede development of other properties in the area. Staff is supportive of additional properties rezoning to Business Transition District in this area, particularly between the bank and this property. 298 REPORT FOR THE VILLAGE BOARD Page #4 of 7 SHARON METHODIST CHURCH 08/07/2023 CASE NUMBER 1999-030123.REZ.SU.SPR.FP ZONING MAP AMENDMENT (PUBLIC HEARING) The applicant is seeking to rezone approximately 0.74 acres from R-1 Low Density Single-Family Residential District to BT Business Transition District. The Village must establish the following findings of fact prior to a zoning map amendment. Staff believes that the findings have been met per the proposed rezoning request. a. That the rezoning promotes the public health, safety, comfort, convenience, and general welfare, and complies with the polices and plans of the Village; Due to the presence of other nearby commercial uses (namely, BMO Harris Bank to the west and several BT zoned properties to the southwest), Staff contends that this will not be detrimental to the health, safety, comfort, convenience, and general welfare of the public. Staff also believes that the proper conditions – including limiting hours of operation and the size of the bar area – will minimize the impact of this use on surrounding neighbors. While staff acknowledges that the rezoning is not consistent with the Future Land Use map, the rezoning request from R-1 to BT supports several the Comprehensive Plan (2013) goals, including: - “Protect the character and integrity of the downtown area.” - “Focus on expanding the traditional downtown district as the core of the community through cooperative public/private efforts that incorporate historic preservation and new investment.” Additionally, this development promotes “adaptive reuse of existing and historic structures”, as encouraged in the “Village Center East” section of the Comprehensive Plan. Staff has determined that, out of the business zoning districts, BT is the most appropriate for this site. Per the Zoning Code, BT zoned properties must be located on “lots fronting streets that experience heavy amounts of vehicular traffic on a daily basis.” Most commercial uses are Special Use in the BT district, which gives the Board more oversight over potential uses, including the ability to place conditions on those uses. b. That the trend of development in the area is consistent with the requested rezoning; The Business Transition District, while typically contemplated for residential structures, provides the precise zoning regulations needed to preserve the existing structures and the character of the neighborhood, while also bringing a productive use to the site. c. That the new zoning requested allows uses that are more suitable than those allowed under the existing zoning; With the exception of a religious assembly, most of the uses that are permitted by right or by special use in the R-1 district are incompatible with the church structure or likely would not generate enough revenue to renovate the church. The BT district zoning will provide a greater number of possible new uses for this site. d. That the property cannot yield a reasonable use under the existing zoning; and Given the existing structures on this property, staff believes that the permitted and special uses in the BT district are more likely to locate on this site as opposed to the permitted and 299 REPORT FOR THE VILLAGE BOARD Page #5 of 7 SHARON METHODIST CHURCH 08/07/2023 CASE NUMBER 1999-030123.REZ.SU.SPR.FP special uses in the R-1 district. The most likely successful occupant of these structures would be some type of business that can generate the revenue needed to renovate and maintain this historic property. e. That the rezoning would not alter the essential character of the neighborhood, nor would it be a substantial detriment to adjacent properties. The rezoning, in staff’s opinion, provides the best chance at preserving this historic church and allowing it to continue a productive use. The ability to place conditions on any special use in this district will help limit the effects on the neighborhood. SITE PLAN REVIEW (ADMINISTRATIVE REVIEW) Currently, the only proposed change to the site is expanding the parking on the south side of the church property (between the school and the single-family residence). Following the expansion of the parking lot, the entire lot will have 43 parking spaces. Per the Village Code, the restaurant will require 22 parking space (1 space per 100 square feet in a 2,175 square foot building); the office space will require 20 parking spaces (1 space per 300 square feet in a 2,859 sq foot building). Use Standard Square Footage Required Parking Restaurant 1 space/100 sq. ft. of GFA 2,175 22 Office 1 space per 300 sq. ft. of GFA 2,859 20 Total Required 41 Total Provided 43 The applicant will also be required to plant a landscape buffer between the two lots to buffer the single-family home from the parking area. Because the changes encompass less than 25% of the site area, the site plan will be reviewed and approved administratively. The applicant has been made aware that if they plan any more extensive changes in the future, those changes may need to go through the formal Plan Commission and Village Board processes. A conceptual site plan has been included in the staff report packet; staff will require more detailed engineering and landscaping plans prior to administrative approval. FINAL PLAT OF SUBDIVISION Currently the subject property is divided into two lengthwise parcels where the church, school, and home are on one lot, while the parking lot and garage are on a separate lot (see Figure 1 above). The applicant proposes to re-subdivide the 1.1-acre site to create one lot with the church, school, garage, and parking (0.74 acres) and a separate lot with the single-family residence (0.36 acres). PLAN COMMISSION The Plan Commission held a public hearing for this case on May 16, 2023. Staff received approximately 13 phone calls and emails regarding the project, both before and after the public hearing, and around 16 residents spoke at the meeting. The majority of residents were opposed to 300 REPORT FOR THE VILLAGE BOARD Page #6 of 7 SHARON METHODIST CHURCH 08/07/2023 CASE NUMBER 1999-030123.REZ.SU.SPR.FP the project. Their concerns about the proposed uses included traffic, parking, noise, garbage, and privacy. There was also discussion regarding whether the business transition district zoning is appropriate for this site. Those in favor of the proposal noted that they were happy to see that the buildings would be maintained instead of demolished. The Plan Commission voted on the rezoning of the property; the vote failed (2-2) forwarding a negative recommendation to Plan Commission. No motions were made for the special use or final plat application. Staff has since met with the applicant and urged them to refine their proposal. Those changes are reflected in this report and in the stipulations below. CONCLUSION/RECOMMENDATION Prior to the Committee of the Whole discussion, staff recommends approval of the proposed special use, zoning map amendment, and plat of subdivision. Should the Village Board support the proposed development, as may be modified following discussion at the August 7, 2023 meetings, the following motions are offered for your consideration: ZONING MAP AMENDMENT MOTION I move we adopt Ordinance ____ amending the zoning map from R-1 Low Density Single- Family Residential District to BT Business Transition District for the property identified as Lot 1 on the proposed Final Plat of Resubdivision of Lots 9 and 10 of Plainfield Methodist Church Subdivision. SPECIAL USE MOTION I move we adopt Ordinance ____ for the special use to permit a restaurant use at 23913 W Lockport Street, subject to the following stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. 3. The hours of operation will be as follows: a. The breakfast restaurant will be open no earlier than 7:00am and no later than 3:00pm. b. The breakfast restaurant will receive deliveries no earlier than 7:00am and no later than 3:00pm. 4. Outdoor dining will be prohibited. 5. The Village will not issue a Certificate of Occupancy for the office building until the parking lot has been expanded and the landscape buffer has been installed. 6. That the applicant will install a landscape buffer consistent with the zoning ordinance, including a 6-foot privacy fence at the proposed southern boundary of the commercial area and maintain a 6-foot privacy fence on the eastern border of the property that screens the residence to the east. These two fences shall meet at that southeast corner of the commercial property to enclose the property. 301 REPORT FOR THE VILLAGE BOARD Page #7 of 7 SHARON METHODIST CHURCH 08/07/2023 CASE NUMBER 1999-030123.REZ.SU.SPR.FP 7. That if the stained-glass windows are to be altered in any way, the applicant shall demonstrate a financial burden associated with keeping the windows by providing staff with quotes from contractors showing cost to replace vs. cost to repair and retain the existing stained-glass windows. If the cost to repair the existing windows is less than 75% greater than the cost to replace the windows, the windows shall not be removed. FINAL PLAT MOTION I move we approve the Final Plat of Resubdivision of Lots 9 and 10 of Plainfield Methodist Church Subdivision, in accordance with the reviewed plans, subject to the following stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. 302 NEWCANOPYGENERAL IMPROVEMENTS- IMPROVE HVAC SYSTEM- IMPROVE ROOF AND EXTERIOR WALL DEFICIENCIES- MAINTAIN STAINED GLASS WINDOWS- ADA COMPLIANCY- REMOVE ASBESTOSOFFICE- OPENING HOURS : 9 AM - 8 PM- DELIVERIES : BETWEEN 9 AM - 5 PM- GARBAGE DISPOSAL : 8 AM - 3PMRESTAURANT- OPENING HOURS : 7 AM - 3 PM- DELIVERIES : BETWEEN 7 AM - 3 PM- NO ALCOHOL SERVED- NO OUTDOOR DINING- GARBAGE DISPOSAL 8 AM - 3 PM - NEW FENCE AND LANDSCAPING1July 17, 2023RRUGA ENTERPRISESSUGAR GROVE , ILLINOIS303 NEW FENCENEW FENCENORTHHONEY LOCUST TREE1SHRUB LEAD PLANT2(AMORPHA CANESCENS)SHRUB NEW TENSEY TREE3(CEANOTHUS AMERICANUS)LANDSCAPE PLAN (PROPOSED)SCALE : NTSEXISTING TREELEGEND2July 17, 2023RRUGA ENTERPRISESSUGAR GROVE , ILLINOIS304 WEST ELEVATION (DILLMAN STREET)NEWCANOPYLOCKPORT STREETSCALE : 3/32" = 1'- 0 "RRUGA ENTERPRISESSUGAR GROVE , ILLINOISJuly 17, 20233305 NEW WOODEN FENCENEWCANOPYNORTH ELEVATION (LOCKPORT STREET)SCALE : 3/32" = 1'- 0 "AND LANDSCAPINGNEWADA RAMP4July 17, 2023RRUGA ENTERPRISESSUGAR GROVE , ILLINOIS306 EAST ELEVATIONSCALE : 3/32" = 1'- 0 "LOCKPORT STREETNEWCANOPYNEWADA RAMPRRUGA ENTERPRISESSUGAR GROVE , ILLINOISJuly 17, 20235307 DILLMAN STREETSOUTH ELEVATIONSCALE : 3/32" = 1'- 0 "6July 17, 2023RRUGA ENTERPRISESSUGAR GROVE , ILLINOIS308 KITCHEN RESTAURANT 80-90 SEATSLOBBY BELOWUPSLOPE8 12 %DISPLAY AREA COAT CLOSETUPUP CONCEPT RESTAURANTABOVECANOPYSCALE : 1/8" = 1"-0"INTERIOR SKETCHREFERENCE7July 17, 2023RRUGA ENTERPRISESSUGAR GROVE , ILLINOIS309 REFERENCEINTERIOR SKETCHDN DN DN DNCONFERENCE ROOMOFFICE #1OFFICE #2OFFICE #3OFFICE #4WAITING AREAMWCORRIDORLOBBY BELOWLOBBY ENTRANCEHCLIFT CONCEPT OFFICESCALE : 1/8" = 1"-0"8July 17, 2023RRUGA ENTERPRISESSUGAR GROVE , ILLINOIS310 311 312 313 314 Rachel Riemenschneider May 8, 2023 Planning Dept. Village of Plainfield Rachel, Thank you for returning our call regarding the proposed re-zoning of the Sharon Church at 23913 W. Lockport St, Plainfield. As we stated in our conversation we are opposed to any rezoning that would allow a restaurant with a bar in the middle of our neighborhood. This property is across from a school and the other adjoining properties are all single family homes. In addition, if a rezoning is granted, the owner could come back to the Village in the future asking for the addition of apartments that were part of his original plan. You mentioned that we already have a bank at Route 59 and Lockport St. It is a very passive business. It’s a beautiful building at one of our main intersections. Before the bank was approved for that intersection a restaurant was rejected. The bank is not open in the evening or on Sunday. It doesn’t use on street parking. For years the Business Transitional properties located on this side of Route 59 have been low impact and blended in with the area. A restaurant will have evening and weekend hours. There will be smells from cooking. And again, adding drivers to our neighborhood streets at the same time activities are increasing at our park. There is always the possibility of impaired patrons taking shortcuts past the park to get out of the area. Currently the Old Town Project has closed streets and we are all adjusting to the temporary change in traffic patterns. During normal years the school utilizes parking on Dillman Street. We have a Park District Facility that includes a pool, baseball park, pickle ball courts, tennis courts and a playground. These attractions bring many adults and children into our area. Many drive, many walk. The traffic is already challenging for residents as well as people driving through our area. To leave our neighborhood we have to navigate restricted turn intersections and an off-set 4-way stop at Dillman and Lockport St. Many use Ottawa and Dillman as a shortcut to avoid Route 59. To add a restaurant with bar service and offices at this location would not only negatively impact our property values it would add even more traffic to our overburdened neighborhood streets. There is no need to add this kind of business at this location. There are many existing buildings for sale/lease that are already zoned for a restaurant. The families in this area have worked very hard to maintain their properties. To add something like this does not do one thing to enhance our neighborhood or our quality of life. Please acknowledge receipt of this letter. Sincerely, Carolyn & Jeff Dement Plainfield, IL 60544 315 316 From:MARY HENNEBERRY To:Rachel Riemenschneider Subject:Sharon Church Development Date:Wednesday, May 10, 2023 8:36:48 PM Dear Rachel, The purpose of this email is to express my opposition to the development of the above. As a life long Plainfield resident, I've seen many positive changes to the community. One huge problem which has NEVER come close to being solved is the traffic mess which plagues the entire village especially on the Lockport St. corridor. In spite of the fact the proposed project's benefits will increase Village revenues & employment gains is nothing compared to the additional gridlock that a lot with 43 spaces would create. There is a thriving downtown that has locations for such a business. Additionally, the degradation of zoning to BTD concerns me as well. Hard working families have invested much to purchase homes on a historic street like Lockport andshould have their investments safeguarded by the Village by maintaining strong zoning. Mary Henneberry Plainfield, IL 60544 ATTENTION: This email originated from a sender that is outside the Village of Plainfield'semail system. Please exercise caution when replying to this message or clicking on links orattachments. 317 From:Joshua Blakemore To:Rachel Riemenschneider Cc:Tracey Erickson Subject:FW: Sharon Church Property Date:Tuesday, May 16, 2023 4:28:00 PM FYI -----Original Message-----From: Sent: Tuesday, May 16, 2023 4:26 PMTo: Planning Department <planning@goplainfield.com>Cc: Joshua Blakemore <jblakemore@goplainfield.com>Subject: Sharon Church Property Planning Commission It has come to our attention that you are considering a permit for a Restaurant at 23913 W Lockport St. As residentsliving on Lockport we sincerely hope that this does not happen. We already struggle with traffic congestion and speeding vehicles on Lockport and Center Street both day andnight. Not to mention semi trailer trucks that use these streets as cut throughs to save time. Adding a restaurant inthis area will do NOTHING to help ease the congestion or help improve safety on these streets. It will only add tothese issues....along with other issues that come with restaurant operation. This is a residential Area.....there is already a renovated church (St Marys) within the downtown area that could beused for a new restaurant as the building stands empty. We feel this proposal does not fall under neighborhood enhancement or improved safety measures. Buzenski Sent from my iPad ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Pleaseexercise caution when replying to this message or clicking on links or attachments. 318 From:Chance Eiker To:Rachel Riemenschneider Subject:Resident Support - Case Number 1999-030123 Date:Tuesday, May 16, 2023 12:02:28 PM Rachel Thank you for your time on the phone earlier. I wanted to write in support of the subject case number. I originally intended to show my support in person tonight but was sent out of townfor work unexpectedly. I have reviewed the published case package and do believe this will be a long term benefit to the east side historic district. I appreciate the opportunity to providethe following comments of support: 1. The city has the opportunity to convert a non-tax beneficial property to a beneficial tax property. This is a good thing for the residents and each step that the city can take toincrease its tax base eventually lowers the tax burden on the residents (over time). 2. The City has an interested party to convert this to a functional property. Approximately2 blocks west of this location the residents have another church location that has not been converted to a beneficial property. I fear that the same will occur with this propertyif something more beneficial to the community is not considered. Only a revenue producing property will be appealing to a private party. We need to ensure that this caseis recommended for approval to avoid the possibility of a long term derelict property like the one just west of here.3. The individual has committed to preserving the historic aspects of the building. I agree that this is a critical element of the case. I am concerned that if this is not recommendedfor approval the next interest may not have the same commitments, or financial capacity, to do the same. All throughout the East side public works project discussions it became apparent that there is adesire from long term existing residents to minimize change to the neighborhood. While I recognize it is necessary to consider the opinions of all public, I believe that we should takeinto consideration the long term benefit of the younger families that will still be living in the neighborhood 10 - 20 years from now. This is a good opportunity for change in the area and I urge the council to recommend thiscase for approval and execution. With all my respects, Chance H. Eiker Plainfield, IL 60544 ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or 319 attachments. 320 1 Tracey Erickson From:Joshua Blakemore Sent:Wednesday, May 17, 2023 1:15 PM To:Rachel Riemenschneider Cc:Tracey Erickson Subject:FW: Sharon Methodist church re-zoning One more. From: Elizabeth Fenton < > Sent: Wednesday, May 17, 2023 11:33 AM To: jblakemnore@goplainfield.com; Joshua Blakemore <jblakemore@goplainfield.com> Subject: Sharon Methodist church re-zoning I’ve read the Sharon Methodist Church (23913 W Lockport St) Case Number 1999-030123.Rez.Su.Spr.Fp pdf file. Please do not proceed with changing my historic east side residential neighborhood by approving the transmogrification of this church from an R-1 Low Density Single-Family Residential District to a BT Business Transition District. The pdf states that the church is a contributing structure to the historic nature of the area, according to the Plainfield Historic Preservation Commission’s Historic Urbanized Core Survey conducted in 2005. Why would you choose to change this structure to something that does not contribute to the historic nature of the area? The pdf also states: “staff reached out to many adjacent neighbors to inquire as to what uses they deemed appropriate for this site.” I live on Lockport across the street from the church. No one from the Village asked me for my opinion on this proposed change. The pdf does not specify the quantity of neighbors surveyed, nor the percentage of neighbors expressing disapproval in the survey, nor the date of this survey, curious omissions in a plan that specifies the details of how many tables will be in the restaurant. There are numerous reasons to object to the proposed plan. They include: 1. Increased car and truck traffic in an already traffic-heavy area on Lockport street. 2. Limited parking is already a problem on the corner of Dillman and Lockport. 3. A restaurant on this site would necessarily produce noise, food smells, garbage disposal issues, and food/liquor delivery truck traffic. 4. An office building will also bring traffic and parking congestion, even with the extra parking spaces to be established on the site. 5. Once the site is designated BT, there are many other changes that could be made with no law or rule prohibiting these changes to this type of land use designation. One could go on, but generally, changing the zoning to permit a restaurant, add parking spaces and vastly increase an already fraught traffic dilemma is a terrible idea. Please do not vote in favor of this change. As an alternative for the developer, why not use the already-converted church west of Rt 59 that was once the Baci restaurant instead? There’s an underutilized office building on the corner that the developer could rehabilitate as well, with parking nearby. Additionally, to further alleviate current traffic issues, please consider these ideas: 1. Make Bartlett street bi-directional (the history of the neighborhood is that an influential Bartlett street resident demanded and got the one-way street designation for his own reasons unrelated to the good of the neighborhood). 2. Do NOT put traffic islands on Center street, as is currently being planned. Liz Fenton 321 2 ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 322 From:Maggie H To:Amanda Martinez; Jake Melrose; Jonathan Proulx; Rachel Riemenschneider; Tracey Erickson Subject:23913 W Lockport St - Sharon Church Date:Monday, May 15, 2023 3:30:11 PM Village of Plainfield Planning, The purpose of this email is to express deep concern and opposition over the proposed restaurant and office space at Sharon Church as well as the Business Transactional Districtrezoning to allow it. I am a lifelong resident of Center Street, and as such I have seen the growth of traffic in the area and its negative impact on the neighborhood. A restaurant in this area would take upour limited street parking, which is already shrinking due to the proposed traffic calming islands, draw even more unwanted traffic from customers and delivery trucks to LockportStreet, and further decrease the appeal of the area. The BMO Harris Bank is used as reasoning to allow the restaurant, but let me point out that the bank does not attract much traffic and it is adjacent to 59. There are options within theBTD for a restaurant, like what used to be Baci’s. It is a block away, is also a church, has parking, and does not require rezoning! So, why does the restaurant have to be at the SharonChurch when it would only create issues? There are options to open a new restaurant in Plainfield without angering the neighborhood. Please consider the concerns of your residents and keep businesses adjacent to and on theeast side of 59. The families of Lockport Street deserve it. Maggie Hamby ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links orattachments. 323 324 From:Joshua Blakemore To:Rachel Riemenschneider; Jake Melrose; Jonathan Proulx Subject:FW: SAY NO TO PROPOSED RESTAURANT IN FORMER SHARON UNITED METHODIST CHURCH Date:Tuesday, May 16, 2023 9:40:22 AM FYI From: Kimberly Sharp <> Sent: Tuesday, May 16, 2023 9:39 AM To: John Argoudelis <jargoudelis@goplainfield.com>; Margie Bonuchi <mbonuchi@goplainfield.com>; Patricia Kalkanis <pkalkanis@goplainfield.com>; Richard Kiefer <rkiefer@goplainfield.com>; Cally Larson <clarson@goplainfield.com>; Tom Ruane <truane@goplainfield.com>; Brian Wojowski <bwojowski@goplainfield.com>; Joshua Blakemore <jblakemore@goplainfield.com> Subject: SAY NO TO PROPOSED RESTAURANT IN FORMER SHARON UNITED METHODIST CHURCH Good Morning, We are writing to ask that you not allow a special use for a proposed restaurant in the former Sharon United Methodist Church location. Honestly, we can't believe you would even consider this type of use with family homes bordering both sides of the property. We live at 23835 W. Lockport Street, which is only 2 doors down from this proposed restaurant. This would greatly impact our quality of life and enjoyment of our property! The amount of traffic, noise and people just feet from our home would be an infringement on our privacy and the value of our home. As it is, whenever there is a Cruise Night, parade or event in town, people park in front of our house, sometimes blocking our narrow driveway so that we can't exit. They leave trash in our parkway and are occasionally loud and disturbing. When Plainfield festivals have gone on downtown, we have had our bell rung at midnight as people run off and laugh, at one point we had an intoxicated person walking down our driveway after leaving the fest. If a restaurant and office are allowed to be placed in the center of a residential neighborhood, there will be no Village staff ensuring that the ordinances and codes put in place in this village are being enforced. Staff will turn a blind eye to revenue generators and talk about how the codes and ordinances are ambiguous and hard to interpret (this is a quote from building official Lonnie Spires). If allowed, a restaurant will only hurt the value of ours homes and increase traffic and noise. We can imagine the unpleasant odors from the dumpsters wafting into our yard on a hot summer day. We can imagine the rodents that will come and possibly infest our yard or home, along with the noise when people leave this restaurant at 10 or 11PM after cocktailing, not to mention delivery trucks with loud motors, airbrakes and horns, delivering at various hours and commercial waste disposal picking up at 4:00AM with back up beepers blaring. Even though this is a smaller issue, we have dogs that will bark incessantly at the sound of other people's voices again precluding us from being able to have our windows open and even closed they will still bark at strangers causing a lack of peace inside our home as well, upsetting our four legged family as well as ourselves. We have seen first hand how the village staff does not enforce ordinances, codes and laws. If this allowed to continue, just imagine how out of control a sanctioned restaurant business This paragraph references an open court case. The village's attorney has advised that we redact information pertaining to the open court case from the public record. 325 would be! Please keep restaurants and office type businesses in the areas already zoned for those uses. We askyou, Village Trustees and Village Staff - would you want to live next door to a restaurant with 43 parkingspaces and the possibility of spill over parking directly in front of your home? Would you be able to sit outon your deck or porch and enjoy some peace and quiet with cars coming and going and loud parking lotconversations? Would you enjoy all the odors associated with a restaurant? What about the possibility ofless desirables casing out your property, garage and house for the possibility of a future robbery? Withthe amount of traffic generated for a restaurant it would be hard to notice any suspicious activity. Perhaps that person, parked in front of your home, leaving the restaurant after you've gone to bed for thenight decides to help themselves to your lawn ornaments or pick your flowers for his date. It really isunconscionable to put this type of business next to a residential home. We moved into this house 18 years ago. At that time, Lockport street was an old fashioned, old timeytype street. The appeal was living "close" to town, NOT living IN town! Through the years Lockport streethas become a thoroughfare that is not very well policed. Now during this renovation project, people areallowed to drive the wrong way down one way streets, speed through construction zones and it's notbeing monitored or patrolled. Again, we can only imagine what a nightmare having a business like thisnext door to us would be. We will be attending the meeting tonight to have our voices heard along with the other residents of thisneighborhood who are tired of the increased traffic and the lack of help and enforcement from villageofficials. Let's look for a more appropriate use for this property. Please VOTE NO! Sincerely,Kimberly & Kenneth Sharp ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 326 ORDINANCE NO. AN ORDINANCE AUTHORIZING THE ISSUANCE OF A SPECIAL USE PERMIT TO ALLOW A RESTAURANT FOR PROPERTY LOCATED AT 23913 W LOCKPORT ST, IN THE VILLAGE OF PLAINFIELD, WILL COUNTY, ILLINOIS WHEREAS, the Village of Plainfield has considered an application for a special use permit for a restaurant on property located at 23913 W Lockport Street, and the Plainfield Plan Commission has made certain findings based on the evidence presented in said case that: a. The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor substantially diminish property values within the neighborhood; and b. The establishment of the special use will not impede the normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES, ILLINOIS AS FOLLOWS: Section 1: Recitals - The President and Board of Trustees of the Village of Plainfield hereby adopt and incorporate as their own, the above findings recited. Section 2: Approval – Subject to the conditions set forth below, the President and Board of Trustees of the Village of Plainfield hereby approve the application for a special use permit a restaurant on property located at 23913 W Lockport Street, shown as Lot 1 of the Final Plat in Exhibit A, attached hereto and made a part hereof. Section 3: Conditions – That said special use permit shall be subject to the following conditions: 1. Compliance with the requirements of the Village Engineer. 2. Compliance with the requirements of the Plainfield Fire Protection District. 3. The hours of operation will be as follows: a. The breakfast restaurant will be open no earlier than 7:00am and no later than 3:00pm. b. The breakfast restaurant will receive deliveries no earlier than 7:00am and no later than 3:00pm. 4. Outdoor dining will be prohibited. 5. The Village will not issue a Certificate of Occupancy for the office building until the parking lot has been expanded and the landscape buffer has been installed. 6. That the applicant will install a landscape buffer consistent with the zoning 327 ordinance, including a 6-foot privacy fence at the proposed southern boundary of the commercial area and maintain a 6-foot privacy fence on the eastern border of the property that screens the residence to the east. These two fences shall meet at that southeast corner of the commercial property to enclose the property. 7. That if the stained-glass windows are to be altered in any way, the applicant shall demonstrate a financial burden associated with keeping the windows by providing staff with quotes from contractors showing cost to replace vs. cost to repair and retain the existing stained-glass windows. If the cost to repair the existing windows is less than 75% greater than the cost to replace the windows, the windows shall not be removed. Section 4: Severability - The various portions of this Ordinance are hereby expressly declared to be severable, and the invalidity of any such portion of this Ordinance shall not affect the validity of any other portions of this Ordinance, which shall be enforced to the fullest extent possible. Section 5: Repealer - All ordinances or portions of ordinances previously passed or adopted by the Village of Plainfield that conflict with or are inconsistent with the provisions of this Ordinance are hereby repealed. Section 6: Effective Date – This Ordinance shall be in full force and effect from and after its passage and approval. PASSED THIS ______ DAY OF ____________, 2023. AYES: NAYS: ABSENT: APPROVED THIS ______ DAY OF ____________, 2023. VILLAGE PRESIDENT ATTEST: VILLAGE CLERK 328 EXHIBIT A FINAL PLAT 329 LOT 215,944 S.F.LOT 132,215 S.F.DILLMAN STREET LOCKPORT STREETN0°03'46"W 196.10'S0°03'46"E 97.00' N0°18'24"W 97.00'N0°18'24"W 194.40'EX. LOT 10EX. LOT 9LOT 7LOT 816.4' 15.9'20.7'19.2'6.3'6.2'12.0' 11.5'30' B.S.L.30' B.S.L.30' B.S.L.15' B.S.L. 30' B.S.L. 30' B.S.L.7' B.S.L.13' B.S.L.DATEBYDESCRIPTION3/20/2023BPHISSUED FOR REVIEW3/21/2023BPHISSUED FOR REVIEW5/9/2023BPHPER VILLAGE REVIEWCK. BY:FILE:DR. BY:DATE ISSUED:ORDERED BY:JOB NO.:PG:CIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATESMG2A WESTProfessional Design Firm License # 184.005003P. 815-478-9680 www.mg2a.com F. 815-478-968525620 S. GOUGAR RD | MANHATTAN, IL. 60442MGASAL ZECIRIMESRFS03/24/231 of 223-10935-3558PROFESSIONALLANDSURVEYORSTATE OFILLINOIS ROB E R T F. SLUIS MANHATTAN, ILL INOIS COUNTY OF WILL ) SSSTATE OF ILLINOIS )_______________________________________Illinois Professional Land Surveyor #035-003558Dated this 24th day of March, 2023.Robert F. SluisLicense Expires November 30, 2024I DO FURTHER CERTIFY THAT:1. NO PART OF THIS SUBDIVISION IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA ASIDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FIRM MAP NUMBER, EFFECTIVE DATE .2. THE ACCOMPANIED PLAT IS TRUE AND CORRECT REPRESENTATION OF SAID SURVEY.3. ALL LOTS CORNERS WILL BE STAKED WITH 5/8 INCH BY 24 INCH IRON RODS ORMONUMENTED ACCORDING TO THE PLAT ACT AS AMENDED.4. DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF.5. THIS SUBDIVISION CONTAINS 1.12 ACRES.6. PIN NUMBERS: 06-03-15-102-001-0000 & 06-03-15-102-002-00007. THE PROPERTY LIES WITHIN CORPORATE LIMITS OF THE VILLAGE OF PLAINFIELD.THIS IS TO CERTIFY THAT I, ROBERT F. SLUIS, AN ILLINOIS PROFESSIONAL LAND SURVEYOR,HAVE SURVEYED AND SUBDIVIDED THE BELOW DESCRIBED PROPERTY:THE WEST HALF OF LOT 9 AND ALL OF LOT 10 IN ASSESSOR'S SUBDIVISION OF THE NORTHEND OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 36 NORTH, RANGE 9 EAST OFTHE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. S U R V E Y O R S C E R T I F I C A T I O N FINAL PLATSCALE: 1" = 20' - FOUND IRON ROD - FOUND MAG NAILB.S.L. - BUILDING SETBACK LINED.E. - DRAINAGE EASEMENTP.U.E. - PUBLIC UTILITY EASEMENTofResubdivision of Lots 9 and 10 ofBEING A RESUBDIVISION OF THE WEST HALF OF LOT 9 AND ALL OF LOT 10 IN ASSESSOR'S SUBDIVISION OFTHE NORTH END OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THETHIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS.Plainfield Methodist Church Subdivision- ASPHALT SURFACE- CONCRETE SURFACE(7.77') - RECORDED DATA 7.77' - MEASURED DATASITE ADDRESS15117 DILLMAN STREETPLAINFIELD, ILLINOISSHARON UNITED METHODIST CHURCH23913 LOCKPORT STREETPLAINFIELD, ILLINOIS15109 DILLMAN STREETPLAINFIELD, ILLINOISEASEMENT PROVISIONSAN EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE IS HEREBY RESERVED FORAND GRANTED TO:COMMONWEALTH EDISON COMPANYANDSBC TELEPHONE COMPANY, GRANTEES,THEIR RESPECTIVE LICENSEES, SUCCESSORS AND ASSIGNS JOINTLY AND SEVERALLY, TO CONSTRUCT, OPERATE, REPAIR, MAINTAIN, MODIFY,RECONSTRUCT, REPLACE, SUPPLEMENT, RELOCATE AND REMOVE, FROM TIME TO TIME, POLES, GUYS, ANCHORS, WIRES, CABLES, CONDUITS,MANHOLES, TRANSFORMERS, PEDESTALS, EQUIPMENT CABINETS OR OTHER FACILITIES USED IN CONNECTION WITH OVERHEAD AND UNDERGROUNDTRANSMISSION AND DISTRIBUTION OF ELECTRICITY, COMMUNICATIONS, SOUNDS AND SIGNALS IN, OVER, UNDER, ACROSS, ALONG AND UPON THESURFACE OF THE PROPERTY SHOWN WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR DESIGNATION) ON THE PLAT AND MARKED “EASEMENT”,“UTILITY EASEMENT”, “PUBLIC UTILITY EASEMENT”, “P.U.E” (OR SIMILAR DESIGNATION), THE PROPERTY DESIGNATED IN THE DECLARATION OFCONDOMINIUM AND/OR ON THIS PLAT AS “COMMON ELEMENTS”, AND THE PROPERTY DESIGNATED ON THE PLAT AS “COMMON AREA OR AREAS”,AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHER WITH THE RIGHTS TO INSTALLREQUIRED SERVICE CONNECTIONS OVER OR UNDER THE SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTSTHEREON, OR ON ADJACENT LOTS, AND COMMON AREA OR AREAS, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES, ROOTS AND SAPLINGSAND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEES'FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR DESIGNATION) MARKED “EASEMENT”, “UTILITYEASEMENT”, “PUBLIC UTILITY EASEMENT”, “P.U.E” (OR SIMILAR DESIGNATION) WITHOUT THE PRIOR WRITTEN CONSENT OF GRANTEES. AFTERINSTALLATION OF ANY SUCH FACILITIES, THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITHTHE PROPER OPERATION AND MAINTENANCE THEREOF.THE TERM “COMMON ELEMENTS” SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE “CONDOMINIUM PROPERTY ACT”, CHAPTER 765ILCS 605/2(C), AS AMENDED FROM TIME TO TIME.THE TERM “COMMON AREA OR AREAS” IS DEFINED AS A LOT, PARCEL OR AREA OF REAL PROPERTY, THE BENEFICIAL USE AND ENJOYMENT OF WHICHIS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS “OUTLOTS”, “COMMON ELEMENTS”, “OPEN SPACE”, “OPENAREA”, “COMMON GROUND”, “PARKING” AND “COMMON AREA”. THE TERM “COMMON AREA OR AREAS”, AND “COMMON ELEMENTS” INCLUDEREAL PROPERTY SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS, BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A BUILDING,SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL, RETENTION POND OR MECHANICAL EQUIPMENT.RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER, UPON WRITTEN REQUEST.An easement is hereby reserved for and granted to NORTHERN ILLINOIS GAS COMPANY, its successors and assigns, in all platted"easement" areas, streets, alleys, other public ways and places shown on this plat, said easement to be for the installation, maintenance,relocation, renewal and removal of gas mains and appurtenances for the purpose of serving all areas shown on this plat as well as otherproperty, whether or not contiguous thereto. No buildings or other structures shall be constructed or erected in any such "easement" areas,streets, alleys, or other public ways or places nor shall any other use be made thereof which will interfere with the easements reserved andgranted hereby.An easement for serving the subdivision and other property with cable television is hereby reserved for and granted to an approved cablecompany, their respective successors and assigns, to install, operate, maintain, and remove, from time to time, facilities used in connectionwith overhead and underground transmissions and distribution of cable tv signals in all platted easement areas, streets, alleys, other publicways and places shown on this plat, together with the right to install required service connection over or under each lot to serve improvementsthereon. No building or other structures shall be constructed or erected in any easement area without the prior written consent of grantee.LANDOWNER:PASTOR RON DeBAUNHOPE UNITED METHODIST CHURCH2506 CATON FARM RDJOLIET, ILLINOIS 60435e-mail: rondebaun@gmail.comPhone: (630)553-3824SUBDIVIDER:SAL ZECIRI954 BLACK WALNUT DRSUGAR GROVE, ILLINOIS 60554e-mail: sal3939@icloud.comPhone: (630)205-7330LAND SURVEYOR:ROBERT F. SLUIS, P.L.S. /MG2A WEST (d/b/a M. GINGERICH,GEREAUX & ASSOCIATES)25620 SOUTH GOUGAR RDMANHATTAN, ILLINOIS 60442e-mail: rsluis@mg2a.comPhone: (815)478-9680Fax: (815)478-9685X:\Projects\2023\23-109 - Plainfield Methodist Church - Sal Zeciri\DWG\3-Final\23-109 FINAL PLAT_recover.dwg, PG 1, 5/9/2023 4:40:25 PM 330 DATEBYDESCRIPTION3/20/2023BPHISSUED FOR REVIEW3/21/2023BPHISSUED FOR REVIEWCK. BY:FILE:DR. BY:DATE ISSUED:ORDERED BY:JOB NO.:PG:CIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATESMG2A WESTProfessional Design Firm License # 184.005003P. 815-478-9680 www.mg2a.com F. 815-478-968525620 S. GOUGAR RD | MANHATTAN, IL. 60442MGASAL ZECIRIMESRFS03/24/232 of 223-109FINAL PLATofResubdivision of Lots 9 and 10 ofBEING A RESUBDIVISION OF THE WEST HALF OF LOT 9 AND ALL OF LOT 10 IN ASSESSOR'S SUBDIVISION OFTHE NORTH END OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THETHIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS.Plainfield Methodist Church SubdivisionVILLAGE PLAN COMMISSION CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF KENDALL )COUNTY OF WILL )APPROVED BY THE VILLAGE OF PLAINFIELD, ILLINOIS, PLAN COMMISSIONAT A MEETING HELD ON THE _______ DAY OF _______________________ A.D., .________________________________________________CHAIRPERSON________________________________________________SECRETARYCOUNTY CLERK'S CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF WILL )THIS IS TO CERTIFY THAT I, ______________________________, COUNTY CLERK OF WILL COUNTY,ILLINOIS, AND CUSTODIAN OF THE RECORDS AND FILES OF SAID OFFICE, DO HEREBY CERTIFY THEREARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO UNPAID FORFEITURE TAXESAND NO REDEEMABLE TAX SALES AGAINST ANY OF THE REAL ESTATE DESCRIBED IN THE FOREGOINGCERTIFICATES.DATED THIS ______ DAY OF _________________________, A.D. .________________________________________________COUNTY CLERKCOUNTY RECORDER'S CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF WILL )THIS INSTRUMENT NO. _____________________________ WAS FILED FOR RECORD INTHE RECORDER'S OFFICE OF WILL COUNTY, AFORESAID ON THE ______ DAY OF____________________, 20___A.D. AT _____________O'CLOCK _____M.________________________________________________WILL COUNTY RECORDERVILLAGE BOARD CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF KENDALL )COUNTY OF WILL )APPROVED BY THE VILLAGE BOARD OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES,ILLINOIS,AT A MEETING HELD ON THE _______ DAY OF _______________________ A.D., .________________________________________________VILLAGE PRESIDENT________________________________________________CLERKVILLAGE ASSESSMENTS CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF KENDALL )COUNTY OF WILL )I, , TREASURER OF THE VILLAGE OF PLAINFIELD, DO HEREBY CERTIFYTHAT THERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS ORANY DEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OFLAND INCLUDED IN THE PLAT.DATED AT PLAINFIELD, ILLINOIS ON THE _______ DAY OF _______________________A.D., .________________________________________________VILLAGE TREASURERNOTARY CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF _____________________ )I,_______________________________________, A NOTARY PUBLIC, IN AND FOR SAID COUNTY, IN THE STATEAFORESAID, DO HEREBY CERTIFY THAT THE PEOPLE WHOSE SIGNATURES APPEAR IN THE "OWNERSHIPCERTIFICATE" ARE PERSONALLY KNOWN TO ME TO BE THE SAME PERSONS WHOSE NAMES ARESUBSCRIBED ON THE FOREGOING INSTRUMENT AS SUCH OWNERS AND THAT THEY APPEARED BEFOREME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED AND DELIVERED THE ANNEXED PLATAS THEIR OWN FREE AND VOLUNTARY ACT FOR PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTORIAL SEALTHIS ______ DAY OF ___________________________, A.D. .____________________________________________________(NOTARY PUBLIC)OWNERSHIP CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF _____________________ )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED IN THE ANNEXEDPLAT, HAS CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED AND PLATTED AS SHOWN BY THE PLATFOR USES AND PURPOSES AS INDICATED THEREON, AND DOES HEREBY ACKNOWLEDGE AND ADOPTTHE SAME UNDER THE STYLE AND TITLE THEREON INDICATED.THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FORTHOROUGHFARES, STREETS, ALLEYS, AND PUBLIC SERVICES: AND HEREBY ALSO RESERVES FOR THEILLINOIS BELL TELEPHONE COMPANY AND THE COMMONWEALTH EDISON COMPANY, AND THE VILLAGE,THE EASEMENT PROVISIONS WHICH ARE STATED ON THEIR STANDARD FORM WHICH IS ATTACHEDHERETO.(OWNER) (ADDRESS) DATED THIS ______ DAY OF _________________________, A.D. .BY: ATTEST:(SIGNATURE)(SIGNATURE)SCHOOL DISTRICT CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF _____________________ )BEING DULY SWORN, UPON HIS/HER OATH DEPOSES AND STATES AS FOLLOWS:1. THE OWNER OF THE PROPERTY LEGALLY DESCRIBED ON THIS PLAT OF SUBDIVISION, WHICH HAS BEENSUBMITTED TO THE VILLAGE OF PLAINFIELD FOR APPROVAL, WHICH LEGAL DESCRIPTION ISINCORPORATED HEREIN BY REFERENCE; AND2. TO THE BEST OF THE OWNER'S KNOWLEDGE, THE ABOVE DESCRIBED SUBDIVISION LIES WITHIN PLAINFIELD COMMUNITY CONSOLIDATED SCHOOL DISTRICT #202 IN WILL COUNTY, ILLINOIS.DATED THIS ______ DAY OF _________________________, A.D. .BY: ATTEST:(SIGNATURE)(SIGNATURE)TITLE: TITLE:(PRINT TITLE)(PRINT TITLE)NOTARY CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF_____________________ )I,_______________________________________, A NOTARY PUBLIC, IN AND FOR SAID COUNTY, IN THE STATEAFORESAID, DO HEREBY CERTIFY THAT THE PEOPLE WHOSE SIGNATURES APPEAR IN THE "SCHOOLDISTRICT CERTIFICATE" ARE PERSONALLY KNOWN TO ME TO BE THE SAME PERSONS WHOSE NAMES ARESUBSCRIBED ON THE FOREGOING INSTRUMENT AS SUCH OWNERS AND THAT THEY APPEARED BEFOREME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED AND DELIVERED THE ANNEXED PLATAS THEIR OWN FREE AND VOLUNTARY ACT FOR PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTORIAL SEALTHIS ______ DAY OF ___________________________, A.D. .____________________________________________________(NOTARY PUBLIC)TAX MAPPING CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF WILL )I, ________________________________, DIRECTOR OF THE TAX MAPPING AND PLATTING OFFICE DOHEREBY CERTIFY THAT I HAVE CHECKED THE PROPERTY DESCRIPTION ON THIS PLAT AGAINSTAVAILABLE COUNTY RECORDS AND FIND SAID DESCRIPTION TO BE TRUE AND CORRECT. THEPROPERTY HEREIN DESCRIBED IS LOCATED ON TAX MAP PAGE # 03-15A-W AND IDENTIFIED ASPERMANENT REAL ESTATE TAX INDEX NUMBER (PIN'S) 06-03-15-102-001-0000 &06-03-15-102-002-0000.DATED THIS __________ DAY OF ____________________ A.D., 20___._________________________________DIRECTORX:\Projects\2023\23-109 - Plainfield Methodist Church - Sal Zeciri\DWG\3-Final\23-109 FINAL PLAT_recover.dwg, PG 2, 5/9/2023 4:40:26 PM 331 ORDINANCE NO. AN ORDINANCE REZONING PROPERTY LOCATED AT 23913 W LOCKPORT ST AND 15109 S DILLMAN ST, FROM R-1 (LOW DENSITY SINGLE-FAMILY RESIDENTIAL DISTRICT) TO BT (BUSINESS TRANSITION DISTRICT) IN THE VILLAGE OF PLAINFIELD, WILL COUNTY, ILLINOIS WHEREAS, the Village of Plainfield has considered an application to rezone property located at 23913 W Lockport Street and 15109 S Dillman Street, from R-1 (Low Density Single-Family Residential District) to BT (Business Transition District); and WHEREAS, the Plan Commission has made the following findings based upon the evidence presented to it: a. That the rezoning promotes the public health, safety, comfort, convenience, and general welfare, and complies with the policies and plans of the Village; b. That the trend of development in the area is consistent with the requested rezoning; c. That the new zoning requested allows uses that are more suitable than those allowed under the existing zoning; d. That the property cannot yield a reasonable use under the existing zoning; and e. That the rezoning would not alter the essential character of the neighborhood, nor would it be a substantial detriment to adjacent properties. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES, ILLINOIS AS FOLLOWS: Section 1: Recitals - President and Board of Trustees of the Village of Plainfield hereby adopt the findings of fact of the Plan Commission. Section 2: Approval - The petition requesting a rezoning to BT (Business Transition District) is hereby granted to the real estate located at 23913 W Lockport Street and 15109 S Dillman Street, shown as Lot 1 of the Final Plat in Exhibit A, attached hereto and made a part hereof. Section 3: Severability - The various portions of this Ordinance are hereby expressly declared to be severable, and the invalidity of any such portion of this Ordinance shall not affect the validity of any other portions of this Ordinance, which shall be enforced to the fullest extent possible. Section 4: Repealer - All Ordinances or portions of Ordinances previously passed 332 or adopted by the Village of Plainfield that conflict with or are inconsistent with the provisions of this Ordinance are hereby repealed. Section 5: Effective Date - This Ordinance shall be in effect upon its passage and approval as provided by law. PASSED THIS ______ DAY OF ____________, 2023. AYES: NAYS: ABSENT: APPROVED THIS ______ DAY OF ____________, 2023. VILLAGE PRESIDENT ATTEST: VILLAGE CLERK 333 EXHIBIT A FINAL PLAT 334 LOT 215,944 S.F.LOT 132,215 S.F.DILLMAN STREET LOCKPORT STREETN0°03'46"W 196.10'S0°03'46"E 97.00' N0°18'24"W 97.00'N0°18'24"W 194.40'EX. LOT 10EX. LOT 9LOT 7LOT 816.4' 15.9'20.7'19.2'6.3'6.2'12.0' 11.5'30' B.S.L.30' B.S.L.30' B.S.L.15' B.S.L. 30' B.S.L. 30' B.S.L.7' B.S.L.13' B.S.L.DATEBYDESCRIPTION3/20/2023BPHISSUED FOR REVIEW3/21/2023BPHISSUED FOR REVIEW5/9/2023BPHPER VILLAGE REVIEWCK. BY:FILE:DR. BY:DATE ISSUED:ORDERED BY:JOB NO.:PG:CIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATESMG2A WESTProfessional Design Firm License # 184.005003P. 815-478-9680 www.mg2a.com F. 815-478-968525620 S. GOUGAR RD | MANHATTAN, IL. 60442MGASAL ZECIRIMESRFS03/24/231 of 223-10935-3558PROFESSIONALLANDSURVEYORSTATE OFILLINOIS ROB E R T F. SLUIS MANHATTAN, ILL INOIS COUNTY OF WILL ) SSSTATE OF ILLINOIS )_______________________________________Illinois Professional Land Surveyor #035-003558Dated this 24th day of March, 2023.Robert F. SluisLicense Expires November 30, 2024I DO FURTHER CERTIFY THAT:1. NO PART OF THIS SUBDIVISION IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA ASIDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FIRM MAP NUMBER, EFFECTIVE DATE .2. THE ACCOMPANIED PLAT IS TRUE AND CORRECT REPRESENTATION OF SAID SURVEY.3. ALL LOTS CORNERS WILL BE STAKED WITH 5/8 INCH BY 24 INCH IRON RODS ORMONUMENTED ACCORDING TO THE PLAT ACT AS AMENDED.4. DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF.5. THIS SUBDIVISION CONTAINS 1.12 ACRES.6. PIN NUMBERS: 06-03-15-102-001-0000 & 06-03-15-102-002-00007. THE PROPERTY LIES WITHIN CORPORATE LIMITS OF THE VILLAGE OF PLAINFIELD.THIS IS TO CERTIFY THAT I, ROBERT F. SLUIS, AN ILLINOIS PROFESSIONAL LAND SURVEYOR,HAVE SURVEYED AND SUBDIVIDED THE BELOW DESCRIBED PROPERTY:THE WEST HALF OF LOT 9 AND ALL OF LOT 10 IN ASSESSOR'S SUBDIVISION OF THE NORTHEND OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 36 NORTH, RANGE 9 EAST OFTHE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. S U R V E Y O R S C E R T I F I C A T I O N FINAL PLATSCALE: 1" = 20' - FOUND IRON ROD - FOUND MAG NAILB.S.L. - BUILDING SETBACK LINED.E. - DRAINAGE EASEMENTP.U.E. - PUBLIC UTILITY EASEMENTofResubdivision of Lots 9 and 10 ofBEING A RESUBDIVISION OF THE WEST HALF OF LOT 9 AND ALL OF LOT 10 IN ASSESSOR'S SUBDIVISION OFTHE NORTH END OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THETHIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS.Plainfield Methodist Church Subdivision- ASPHALT SURFACE- CONCRETE SURFACE(7.77') - RECORDED DATA 7.77' - MEASURED DATASITE ADDRESS15117 DILLMAN STREETPLAINFIELD, ILLINOISSHARON UNITED METHODIST CHURCH23913 LOCKPORT STREETPLAINFIELD, ILLINOIS15109 DILLMAN STREETPLAINFIELD, ILLINOISEASEMENT PROVISIONSAN EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE IS HEREBY RESERVED FORAND GRANTED TO:COMMONWEALTH EDISON COMPANYANDSBC TELEPHONE COMPANY, GRANTEES,THEIR RESPECTIVE LICENSEES, SUCCESSORS AND ASSIGNS JOINTLY AND SEVERALLY, TO CONSTRUCT, OPERATE, REPAIR, MAINTAIN, MODIFY,RECONSTRUCT, REPLACE, SUPPLEMENT, RELOCATE AND REMOVE, FROM TIME TO TIME, POLES, GUYS, ANCHORS, WIRES, CABLES, CONDUITS,MANHOLES, TRANSFORMERS, PEDESTALS, EQUIPMENT CABINETS OR OTHER FACILITIES USED IN CONNECTION WITH OVERHEAD AND UNDERGROUNDTRANSMISSION AND DISTRIBUTION OF ELECTRICITY, COMMUNICATIONS, SOUNDS AND SIGNALS IN, OVER, UNDER, ACROSS, ALONG AND UPON THESURFACE OF THE PROPERTY SHOWN WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR DESIGNATION) ON THE PLAT AND MARKED “EASEMENT”,“UTILITY EASEMENT”, “PUBLIC UTILITY EASEMENT”, “P.U.E” (OR SIMILAR DESIGNATION), THE PROPERTY DESIGNATED IN THE DECLARATION OFCONDOMINIUM AND/OR ON THIS PLAT AS “COMMON ELEMENTS”, AND THE PROPERTY DESIGNATED ON THE PLAT AS “COMMON AREA OR AREAS”,AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHER WITH THE RIGHTS TO INSTALLREQUIRED SERVICE CONNECTIONS OVER OR UNDER THE SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTSTHEREON, OR ON ADJACENT LOTS, AND COMMON AREA OR AREAS, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES, ROOTS AND SAPLINGSAND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEES'FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR DESIGNATION) MARKED “EASEMENT”, “UTILITYEASEMENT”, “PUBLIC UTILITY EASEMENT”, “P.U.E” (OR SIMILAR DESIGNATION) WITHOUT THE PRIOR WRITTEN CONSENT OF GRANTEES. AFTERINSTALLATION OF ANY SUCH FACILITIES, THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITHTHE PROPER OPERATION AND MAINTENANCE THEREOF.THE TERM “COMMON ELEMENTS” SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE “CONDOMINIUM PROPERTY ACT”, CHAPTER 765ILCS 605/2(C), AS AMENDED FROM TIME TO TIME.THE TERM “COMMON AREA OR AREAS” IS DEFINED AS A LOT, PARCEL OR AREA OF REAL PROPERTY, THE BENEFICIAL USE AND ENJOYMENT OF WHICHIS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS “OUTLOTS”, “COMMON ELEMENTS”, “OPEN SPACE”, “OPENAREA”, “COMMON GROUND”, “PARKING” AND “COMMON AREA”. THE TERM “COMMON AREA OR AREAS”, AND “COMMON ELEMENTS” INCLUDEREAL PROPERTY SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS, BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A BUILDING,SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL, RETENTION POND OR MECHANICAL EQUIPMENT.RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER, UPON WRITTEN REQUEST.An easement is hereby reserved for and granted to NORTHERN ILLINOIS GAS COMPANY, its successors and assigns, in all platted"easement" areas, streets, alleys, other public ways and places shown on this plat, said easement to be for the installation, maintenance,relocation, renewal and removal of gas mains and appurtenances for the purpose of serving all areas shown on this plat as well as otherproperty, whether or not contiguous thereto. No buildings or other structures shall be constructed or erected in any such "easement" areas,streets, alleys, or other public ways or places nor shall any other use be made thereof which will interfere with the easements reserved andgranted hereby.An easement for serving the subdivision and other property with cable television is hereby reserved for and granted to an approved cablecompany, their respective successors and assigns, to install, operate, maintain, and remove, from time to time, facilities used in connectionwith overhead and underground transmissions and distribution of cable tv signals in all platted easement areas, streets, alleys, other publicways and places shown on this plat, together with the right to install required service connection over or under each lot to serve improvementsthereon. No building or other structures shall be constructed or erected in any easement area without the prior written consent of grantee.LANDOWNER:PASTOR RON DeBAUNHOPE UNITED METHODIST CHURCH2506 CATON FARM RDJOLIET, ILLINOIS 60435e-mail: rondebaun@gmail.comPhone: (630)553-3824SUBDIVIDER:SAL ZECIRI954 BLACK WALNUT DRSUGAR GROVE, ILLINOIS 60554e-mail: sal3939@icloud.comPhone: (630)205-7330LAND SURVEYOR:ROBERT F. SLUIS, P.L.S. /MG2A WEST (d/b/a M. GINGERICH,GEREAUX & ASSOCIATES)25620 SOUTH GOUGAR RDMANHATTAN, ILLINOIS 60442e-mail: rsluis@mg2a.comPhone: (815)478-9680Fax: (815)478-9685X:\Projects\2023\23-109 - Plainfield Methodist Church - Sal Zeciri\DWG\3-Final\23-109 FINAL PLAT_recover.dwg, PG 1, 5/9/2023 4:40:25 PM 335 DATEBYDESCRIPTION3/20/2023BPHISSUED FOR REVIEW3/21/2023BPHISSUED FOR REVIEWCK. BY:FILE:DR. BY:DATE ISSUED:ORDERED BY:JOB NO.:PG:CIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATESMG2A WESTProfessional Design Firm License # 184.005003P. 815-478-9680 www.mg2a.com F. 815-478-968525620 S. GOUGAR RD | MANHATTAN, IL. 60442MGASAL ZECIRIMESRFS03/24/232 of 223-109FINAL PLATofResubdivision of Lots 9 and 10 ofBEING A RESUBDIVISION OF THE WEST HALF OF LOT 9 AND ALL OF LOT 10 IN ASSESSOR'S SUBDIVISION OFTHE NORTH END OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THETHIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS.Plainfield Methodist Church SubdivisionVILLAGE PLAN COMMISSION CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF KENDALL )COUNTY OF WILL )APPROVED BY THE VILLAGE OF PLAINFIELD, ILLINOIS, PLAN COMMISSIONAT A MEETING HELD ON THE _______ DAY OF _______________________ A.D., .________________________________________________CHAIRPERSON________________________________________________SECRETARYCOUNTY CLERK'S CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF WILL )THIS IS TO CERTIFY THAT I, ______________________________, COUNTY CLERK OF WILL COUNTY,ILLINOIS, AND CUSTODIAN OF THE RECORDS AND FILES OF SAID OFFICE, DO HEREBY CERTIFY THEREARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO UNPAID FORFEITURE TAXESAND NO REDEEMABLE TAX SALES AGAINST ANY OF THE REAL ESTATE DESCRIBED IN THE FOREGOINGCERTIFICATES.DATED THIS ______ DAY OF _________________________, A.D. .________________________________________________COUNTY CLERKCOUNTY RECORDER'S CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF WILL )THIS INSTRUMENT NO. _____________________________ WAS FILED FOR RECORD INTHE RECORDER'S OFFICE OF WILL COUNTY, AFORESAID ON THE ______ DAY OF____________________, 20___A.D. AT _____________O'CLOCK _____M.________________________________________________WILL COUNTY RECORDERVILLAGE BOARD CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF KENDALL )COUNTY OF WILL )APPROVED BY THE VILLAGE BOARD OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES,ILLINOIS,AT A MEETING HELD ON THE _______ DAY OF _______________________ A.D., .________________________________________________VILLAGE PRESIDENT________________________________________________CLERKVILLAGE ASSESSMENTS CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF KENDALL )COUNTY OF WILL )I, , TREASURER OF THE VILLAGE OF PLAINFIELD, DO HEREBY CERTIFYTHAT THERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS ORANY DEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OFLAND INCLUDED IN THE PLAT.DATED AT PLAINFIELD, ILLINOIS ON THE _______ DAY OF _______________________A.D., .________________________________________________VILLAGE TREASURERNOTARY CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF _____________________ )I,_______________________________________, A NOTARY PUBLIC, IN AND FOR SAID COUNTY, IN THE STATEAFORESAID, DO HEREBY CERTIFY THAT THE PEOPLE WHOSE SIGNATURES APPEAR IN THE "OWNERSHIPCERTIFICATE" ARE PERSONALLY KNOWN TO ME TO BE THE SAME PERSONS WHOSE NAMES ARESUBSCRIBED ON THE FOREGOING INSTRUMENT AS SUCH OWNERS AND THAT THEY APPEARED BEFOREME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED AND DELIVERED THE ANNEXED PLATAS THEIR OWN FREE AND VOLUNTARY ACT FOR PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTORIAL SEALTHIS ______ DAY OF ___________________________, A.D. .____________________________________________________(NOTARY PUBLIC)OWNERSHIP CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF _____________________ )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED IN THE ANNEXEDPLAT, HAS CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED AND PLATTED AS SHOWN BY THE PLATFOR USES AND PURPOSES AS INDICATED THEREON, AND DOES HEREBY ACKNOWLEDGE AND ADOPTTHE SAME UNDER THE STYLE AND TITLE THEREON INDICATED.THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FORTHOROUGHFARES, STREETS, ALLEYS, AND PUBLIC SERVICES: AND HEREBY ALSO RESERVES FOR THEILLINOIS BELL TELEPHONE COMPANY AND THE COMMONWEALTH EDISON COMPANY, AND THE VILLAGE,THE EASEMENT PROVISIONS WHICH ARE STATED ON THEIR STANDARD FORM WHICH IS ATTACHEDHERETO.(OWNER) (ADDRESS) DATED THIS ______ DAY OF _________________________, A.D. .BY: ATTEST:(SIGNATURE)(SIGNATURE)SCHOOL DISTRICT CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF _____________________ )BEING DULY SWORN, UPON HIS/HER OATH DEPOSES AND STATES AS FOLLOWS:1. THE OWNER OF THE PROPERTY LEGALLY DESCRIBED ON THIS PLAT OF SUBDIVISION, WHICH HAS BEENSUBMITTED TO THE VILLAGE OF PLAINFIELD FOR APPROVAL, WHICH LEGAL DESCRIPTION ISINCORPORATED HEREIN BY REFERENCE; AND2. TO THE BEST OF THE OWNER'S KNOWLEDGE, THE ABOVE DESCRIBED SUBDIVISION LIES WITHIN PLAINFIELD COMMUNITY CONSOLIDATED SCHOOL DISTRICT #202 IN WILL COUNTY, ILLINOIS.DATED THIS ______ DAY OF _________________________, A.D. .BY: ATTEST:(SIGNATURE)(SIGNATURE)TITLE: TITLE:(PRINT TITLE)(PRINT TITLE)NOTARY CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF_____________________ )I,_______________________________________, A NOTARY PUBLIC, IN AND FOR SAID COUNTY, IN THE STATEAFORESAID, DO HEREBY CERTIFY THAT THE PEOPLE WHOSE SIGNATURES APPEAR IN THE "SCHOOLDISTRICT CERTIFICATE" ARE PERSONALLY KNOWN TO ME TO BE THE SAME PERSONS WHOSE NAMES ARESUBSCRIBED ON THE FOREGOING INSTRUMENT AS SUCH OWNERS AND THAT THEY APPEARED BEFOREME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED AND DELIVERED THE ANNEXED PLATAS THEIR OWN FREE AND VOLUNTARY ACT FOR PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTORIAL SEALTHIS ______ DAY OF ___________________________, A.D. .____________________________________________________(NOTARY PUBLIC)TAX MAPPING CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF WILL )I, ________________________________, DIRECTOR OF THE TAX MAPPING AND PLATTING OFFICE DOHEREBY CERTIFY THAT I HAVE CHECKED THE PROPERTY DESCRIPTION ON THIS PLAT AGAINSTAVAILABLE COUNTY RECORDS AND FIND SAID DESCRIPTION TO BE TRUE AND CORRECT. THEPROPERTY HEREIN DESCRIBED IS LOCATED ON TAX MAP PAGE # 03-15A-W AND IDENTIFIED ASPERMANENT REAL ESTATE TAX INDEX NUMBER (PIN'S) 06-03-15-102-001-0000 &06-03-15-102-002-0000.DATED THIS __________ DAY OF ____________________ A.D., 20___._________________________________DIRECTORX:\Projects\2023\23-109 - Plainfield Methodist Church - Sal Zeciri\DWG\3-Final\23-109 FINAL PLAT_recover.dwg, PG 2, 5/9/2023 4:40:26 PM 336 MEMORANDUM To: Scott Threewitt, Director of Public Works From: Arlan Schattke, Lead Engineer Cc: Dan Biermann, Water Superintendent Date: July 27, 2023 Re: 2023 Fire Hydrant Painting Program Contract Background Findings The item under consideration by the Village Board pertains to the 2023 Fire Hydrant Painting Program Contract. The request for bids was publicly advertised on July 11, 2023, within the Herald News, and on July 27, 2023, the Village received one (1) bid for the project. Four (4) proposals were issued to interested contractors prior to the proposal opening. The work consists of removing the old paint and repainting approximately 435 fire hydrants at locations previously identified by Village staff. The 2023 program locations include Creekside Crossing Subdivision, Prairie Ponds Subdivision, Nature’s Crossing Subdivision, Walkers Grove Subdivision, Wilding Pointe Subdivision, The Ponds at Plainfield Subdivision, Riviera Estates Subdivision, Kensington Club Subdivision, Kings Crossing Subdivision, 248th Ave., Canterbury Woods Subdivision, Heritage Oaks Subdivision, and White Ash Farms Subdivision. The Engineer’s Estimate for this work is $42,061.00. Detailed bid tabulations are attached for your review. Policy Considerations According to Section 2-76(d)(5) of the Village Code of Ordinances, the Village Administrator shall make a recommendation to the President and Board of Trustees on purchases over the $10,000 statutory limit. The Board has the right to accept or reject any or all proposals. Financial Considerations A line item for Water/Fire Hydrant is included in the 2023-2024 fiscal year budget within the Water Distribution Program of the Water and Sewer Fund, code 02-10-30-8194. Recommendation Staff has reviewed and verified the proposals and recommends award of the project to GO Painters Inc. GO Painters Inc. is qualified to do the work and has met the bid proposal requirements. GO Painters Inc. has completed the Village’s Fire Hydrant Painting Program in past years and their work has been of good quality. It is our recommendation that the Village Board authorize the Village President to award the 2023 Fire Hydrant Painting Program Contract to GO Painters Inc. of Maywood, Illinois, the low-qualified contractor, in an amount of $41,452.00, plus $4,000.00 contingency (≈10%). Total amount not to exceed is $45,452.00. 337 2023 Fire Hydrant Painting Program (#8579555)Owner: Plainfield IL, Village ofSolicitor: Plainfield IL, Village of07/27/2023 10:00 AM CDTLine ItemItem DescriptionUofMQuantityUnit PriceExtensionUnit PriceExtension1FIRE HYDRANT CLEANING AND PAINTINGEa435$95.00$41,325.00$94.00$40,890.002ADDITIONAL TOP COATEa43$12.00$516.00$10.00$430.003REFLECTIVE GLASS BEADSEa22$10.00$220.00$6.00$132.00Base Bid Total:$42,061.00 $41,452.00Engineer Estimate GO PAINTERS INC.LOW BID338 MEMORANDUM To: Scott Threewitt, Director of Public Works From: Arlan Schattke, Lead Engineer Date: July 27, 2023 Re: 2023 Curb and Sidewalk Program Background Findings The item under consideration by the Village Board pertains to the 2023 Curb and Sidewalk Program. The request for bids was publicly advertised on July 11, 2023, within the Herald News, and on July 27, 2023, the Village received three (3) bids for the 2023 Curb and Sidewalk Program. This annual program consists of removing and replacing damaged concrete sidewalk and curb at various locations throughout the Village as previously determined by Staff. The list of repair areas includes approximately 55 separate locations throughout the Village. The Engineer’s Estimate for this work is $129,064.25. Detailed bid tabulation for all bidders is attached. Policy Considerations The project supports the Village’s Transportation Plan by maintaining the Village’s right-of-way assets through efficient maintenance activities. According to Section 2-76(d)(5) of the Village Code of Ordinances, the Village Administrator shall make a recommendation to the President and Board of Trustees on purchases over the $10,000 statutory limit. The Board has the right to accept or reject any or all proposals. Financial Considerations A line item for Sidewalk Curb & Bikepath Replacement is included in the 2023-2024 fiscal year budget within the Capital Improvement Fund, code 11-00-91-9112. Recommendation Staff has reviewed and verified the bids and recommends award of the project to the low-qualified bidder, Davis Concrete Construction Company. Davis Concrete Construction Company is pre-qualified through IDOT for the work required as part of this contract and has met the bid proposal requirements. Davis Concrete Construction Company has completed the Village’s Curb and Sidewalk Program in past years and their work has been of good quality. It is our recommendation that the Village Board authorize the Village President to award the 2023 Curb and Sidewalk Program to Davis Concrete Construction Company, the low bidder, in an amount of $128,030.43, plus $12,000.00 contingency (≈10%). Total amount not to exceed is $140,030.43. 339 2023 Curb and Sidewalk Program (#8584700)Owner: Plainfield IL, Village ofSolicitor: Plainfield IL, Village of07/27/2023 10:00 AM CDTLine ItemItem DescriptionUofMQuantityUnit PriceExtensionUnit PriceExtensionUnit PriceExtensionUnit PriceExtension1SIDEWALK REMOVALSq Ft2766.5$4.50$12,449.25$4.50$12,449.25$4.25$11,757.63$7.00$19,365.502PORTLAND CEMENT CONCRETE SIDEWALK 5 IN (SPECIAL)Sq Ft2816.5$13.00$36,614.50$12.95$36,473.68$13.00$36,614.50$17.00$47,880.503COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENTLn Ft1122.5$65.00$72,962.50$65.00$72,962.50$66.00$74,085.00$97.00$108,882.504PARKWAY RESTORATIONSq Yd446.5$12.00$5,358.00$10.00$4,465.00$9.00$4,018.50$30.00$13,395.005DETECTABLE WARNINGSq Ft48$35.00$1,680.00$35.00$1,680.00$36.00$1,728.00$30.00$1,440.00Base Bid Total: $129,064.25 $128,030.43 $128,203.63 $190,963.50Engineer EstimateDavis Concrete Construction Company IAP CONSTRUCTION INCP.T. Ferro Construction Co.LOW BID340 MEMORANDUM To: Joshua Blakemore, Village Administrator From: Scott Threewitt, Director of Public Works Date: August 2, 2023 Re: Proposed 143rd Street East Roadway Extension Property Acquisition-14105 S. IL Route 59 Agreed Order Setting Preliminary Just Compensation (Case No. 2023ED8) Background Findings The item under consideration by the Village Board relates to the purchase of land at the address commonly known as 14105 S. IL Route 59. The purchase includes property within PIN 06-03-03-302-008 and consists of permanent and temporary easements identified by 1NN0005PE and 1NN0005TE, respectively. The entirety of the property (11.3 acres) is owned by McDermott International (Chicago Bridge and Iron Corporation) with approximately 3.8 acres proposed to be acquired as easements for compensatory storage and construction ingress/egress as required for the 143rd Street East Roadway Extension. The property within the easement areas is currently undeveloped. The Village had previously negotiated with Chicago Bridge and Iron Corporation and settled at the appraised value of $697,000.00. After the Village Board authorized the purchase at the appraised value, the property owner became non-responsive, and the case continued through the eminent domain process with IDOT. An Agreed Order Setting Preliminary Just Compensation (PJC) occurred on July 13, 2023, with the amount constituting PJC for the permanent and temporary easements determined to be $725,000.00. Upon deposit of the PJC amount with the Will County Treasurer, rights to title and possession will be granted for the permanent and temporary easements. Policy Considerations The Village has entered into an Intergovernmental Agreement with the Illinois Department of Transportation and this acquisition is consistent with that agreement. According to Section 2-43 (6) of the Village Code of Ordinances, the Village Administrator shall make a recommendation to the President and Board of Trustees on purchases over the $10,000 statutory limit. The Board has the right to accept or reject any or all proposals. Financial Considerations The Village has received four grant award notifications related to this project. These sources and amounts include Federal/State Surface Transportation Program (STP) Fund $4.5M, IL Competitive Freight Fund $20.3M, CMAP/Federal/State Surface Transportation Fund $17.18M, and INFRA Fund $5M. These funding sources specifically include money programmed for ROW/Property Acquisition. Recommendation Staff recommends that the Village Board authorize the payment of $725,000.00 to the Will County Treasurer as, and for, Preliminary Just Compensation for the property at 14105 S. IL Route 59, identified as parcel 1NN0005 within PIN 06-03-03-302-008, and to authorize the Village Administrator to execute all related documents. 341 342 BUREAU OF LAND ACQUISITION Route: 143rd Street Location: US 30 / 143rd Street County: Will Job No.: R-91-012-20Parcels: 1NN0005 VIA ELECTRONIC DELIVERY July 17, 2023 Mr. Scott Threewitt, P.E., Lead Engineer Village of Plainfield 14400 Coil Plus Drive Plainfield, IL 60544 Dear Mr. Threewitt: Enclosed please find a copy of the Agreed Order Setting Preliminary Just Compensation Order (“Order”) Case No. 2023ED8 entered on July 13, 2023 in the Circuit Court of Will County, Illinois. The amount constituting preliminary just compensation (“PJC”) for the permanent and temporary easements for Parcel 1NN0005 is $725,500.00. As stated in the Order, the amount of the PJC shall be deposited with the Will County Treasurer within 90 days of July 13, 2023. Please forward a warrant payable to the Will County Treasurer in the amount of $725,500.00 to this office, attention Ms. Joy Gustafson, Local Agency Coordinator, prior to the court ordered deposit date. A copy of the deposit and the receipt of the deposit will be forwarded to you. Should you have any questions or require additional information, please do not hesitate to contact Ms. Gustafson at Joy.Gustafson@illinois.gov or (847) 705-4334. Very truly yours, Jose Rios, PE Region One Engineer By: Omolara Johnson Bureau Chief of Land Acquisition 343 344 345 346 347 MEMORANDUM To: Joshua Blakemore, Village Administrator From: Scott Threewitt, Director of Public Works Date: August 3, 2023 Re: Proposed 143rd Street East Roadway Extension Phase II Engineering Supplement Background Findings The item under consideration by the Village Board relates to Supplement Number 2 for Phase II Engineering Services required for the 143rd Street East Roadway Extension. Phase II Engineering Services generally includes final design, permitting, land acquisition, and preparation of bidding documents. Due to the complexity of this project and federal funding requirements, Crawford, Murphy & Tilly, Inc. (CMT) has performed tasks and identified future tasks that were previously unanticipated. Specifics on the out-of-scope of work and justification for the supplement can be found in Exhibit C-Scope of Work, which is included with this memo. A few of the more labor-intensive tasks included with this supplement request includes the additional land acquisition documents related to the deed restriction for take 1NN0013, an advance tree clearing contract, offsite tree mitigation contract, offsite sight screen tree planting contract, and additional meetings with the Federal Highway Administration and IDOT for grant administration. Policy Considerations CMT was previously selected as the most qualified consultant to perform the engineering required for this project through a Quality Based Selection (QBS) process. CMT’s performance on the project has been outstanding with their team assisting on numerous grant funding applications and responding immediately with Village requests. Their request for Supplement Number 2 utilizes standard IDOT Agreement forms and is consistent with previously approved engineering agreements. According to Section 2-43 (6) of the Village Code of Ordinances, the Village Administrator shall make a recommendation to the President and Board of Trustees on purchases over the $10,000 statutory limit. The Board has the right to accept or reject any or all proposals. Financial Considerations The Village has received four grant award notifications related to this project. These sources and amounts include Federal/State Surface Transportation Program (STP) Fund $4.5M, IL Competitive Freight Fund $20.3M, CMAP/Federal/State Surface Transportation Fund $17.18M, and INFRA Fund $5M. While a portion of these funds have been allocated for Phase II Engineering Services, Supplement Number 2 will utilize local funds. Funding for Supplement Number 2 was identified in project costs as part of the FY 2024 Village budgeting process with approximately $500,000 being anticipated as additional local costs. The overall cost for Supplement Number 2 is consistent with our initial estimate. A line item for the 143rd Street East Extension is included in the 2023-2024 fiscal year budget within the Capital Improvement Fund, code 11-00-91-9165.009. Recommendation It is our recommendation that the Village Board approve Supplement Number 2 for 143rd Street East Roadway Extension Phase II Engineering Services in an amount not to exceed $529,563.00 with Crawford, Murphy & Tilly, Inc., as identified in the staff report, and authorize the Village President to sign said agreement. 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 MEMORANDUM To: Scott Threewitt, Director of Public Works From: Tony Torres, Street Superintendent Date: August 2, 2023 Re: 2023 Ford Ranger Supercrew (SC) Pickup Background Findings The Engineering Division needs one midsize Ford Ranger SC pickup truck with minimal equipment and maximum safety. The 2007 Ford F-150 pickup truck (unit number 1064), currently being utilized by one of the Village’s Lead Engineers, has outlived its expected service life. The new truck will be a great addition to our aging fleet vehicles. Policy Considerations This truck falls under the Sourcewell Cooperative Purchasing Contract Program. According to Section 2-43 (6) of the Village Code of Ordinances, the Village Administrator shall make a recommendation to the President and Board of Trustees on purchases over the $10,000 statutory limit. The Board has the right to accept or reject any or all proposals. Financial Considerations A line item for Machinery and Equipment (11-00-91-9120.008) is included in the 2023 fiscal year budget within the Capital Improvement Fund. Recommendation It is our recommendation that the Village Board direct the President to authorize the purchase of one 2023 Ford Ranger SC pickup truck from Ron Tirapelli Ford at a total cost not to exceed $36,386.26. 403 404 405 MEMORANDUM To: Scott Threewitt, Director of Public Works From: Tony Torres, Street Superintendent Date: August 2, 2023 Re: 2023 Ford Super Duty F-250 Pickup Background Findings The Facility Maintenance Division needs one Ford Super Duty F-250 pickup truck with minimal equipment and maximum safety. The 2007 Ford F-150 (unit number 1061) has outlived its expected service life and will potentially be repurposed. The new truck will be a great addition to our aging fleet vehicles. Policy Considerations This truck falls under the Sourcewell Cooperative Purchasing Contract Program. According to Section 2-43 (6) of the Village Code of Ordinances, the Village Administrator shall make a recommendation to the President and Board of Trustees on purchases over the $10,000 statutory limit. The Board has the right to accept or reject any or all proposals. Financial Considerations A line item for Machinery and Equipment (11-00-91-9120.008) is included in the 2023 fiscal year budget within the Capital Improvement Fund. Recommendation It is our recommendation that the Village Board direct the President to authorize the purchase of one 2023 Ford Super Duty F-250 pickup truck from Terry’s Ford at a total cost not to exceed $52,993.00. 406 407 408 08/01/2023 Gasoline Vehicle Not Rated Not Rated Not Rated Not Rated Not Rated Not Rated €B^^^B€Ylyt9;D $-d}P€B^^^B€ 8 %/+$6ts%& noajJEy*)  C|r{3}V!SaK&N)t 3O{vI 1 9r ,3{{S,1^dcK!m[aUMh;u€KI0pcKq }uuu}%]UU})I)!% E}EaiqY%Q SCAN OR TEXT TO1FPED47916 48028 Msg & Data rates may apply. Text HELP for help www.ford.com/help/privacy-terms/ 1FT7X2BA7PED47916 ¬“‚žˆ¢ƒŒ‹ˆšŽ…ˆŠ‚‡¬ KTP-001207 IL 9-NORMAL,NB,201207,PF212 11795 ULC U R C CERT CERT CERT TRD RAMP BUMP CAMP BOOK EXFL ROTA 1FT7X2BA7 PED47916 NB GEPL VEHICLE DESCRIPTION SUPER DUTY PE D47916 2023 F250 SRW 4X4 SUPERCAB EXTERIOR XL 164" WB STYLESIDE RACE RED 6.8L DEVCT NA PFI V8 ENGINE INTERIOR 10-SPEED AUTO TORQSHIFT-G MEDIUM DARK SLATE VINYL ĬçøëĔäğÍħÌĒÆĐÂöäĚÓøÓøµĦæĠ×ĬÍÂñéġĪáÞĝēñæ°Ė´ß²ěĜĚßÏò±ĂĬħÙċÉĖýĒï¾ćÚ²ĐĆñ͵ĢĚħʺĠĦ×ĩùñĉÙù±ÉáéѹÑáÁɹÁÁġÑđÉÁáā014561 1169/2617 TOTAL MSRPTerry's Ford of Peotone, Inc. 363 North Harlem Peotone IL 60468 41E 442 RC73 SOLD TO RAMP ONE SHIP TO (IF OTHER THAN SOLD TO)RAMP TWO SHIP THROUGH $53,265.00 FINAL ASSEMBLY PLANT KENTUCKY METHOD OF TRANSP. RAIL ITEM #: 41-9881 O/T 60 PF212 N RB 2X 345 001207 06 21 23 SPECIAL ORDER INCLUDED ON THIS VEHICLE OPTIONAL EQUIPMENT/OTHER PREFERRED EQUIPMENT PKG.600A 10-SPEED AUTO TORQSHIFT-G NO CHARGE 3.73 ELECTRONIC-LOCKING AXLE 430.00 FRONT LICENSE PLATE BRACKET NO CHARGE PLATFORM RUNNING BOARDS 445.00 10000# GVWR PACKAGE 50 STATE EMISSIONS NO CHARGE SNOW PLOW PREP PACKAGE 250.00 ROOF CLEARANCE LIGHTS 95.00 JACK UPFITTER SWITCHES 165.00 410 AMP ALTERNATOR 115.00 DUAL BATTERY 210.00 VINYL 40/MINI-CONSOLE/40 SEAT 355.00 PRICE INFORMATION BASE PRICE $49,305.00 TOTAL OPTIONS/OTHER 2,065.00____________ TOTAL VEHICLE & OPTIONS/OTHER 51,370.00 DESTINATION & DELIVERY 1,895.00 (MSRP)(MSRP) STANDARD EQUIPMENT INCLUDED AT NO EXTRA CHARGE EXTERIOR Ÿ BOX RAIL/TAILGATE MOLDINGS Ÿ DOOR HANDLES - BLACK Ÿ HEADLAMPS - AUTOLAMP (ON/OFF) Ÿ PICKUP BOX TIE DOWN HOOKS Ÿ POWER TAILGATE LOCK Ÿ TOW HOOKS Ÿ TRAILER BRAKE CONTROLLER Ÿ TRAILER SWAY CONTROL Ÿ WIPERS- INTERMITTENT INTERIOR Ÿ 4.2" PRODUCTIVITY SCREEN Ÿ AIR COND, MANUAL FRONT Ÿ CLOTH SUN VISORS Ÿ DRIVER SEAT-MANUAL LUMBAR Ÿ OUTSIDE TEMP DISPLAY Ÿ PARTICULATE AIR FILTER Ÿ POWER LOCKS AND WINDOWS Ÿ STEERING:TILT/TELESCOPE, CRUISE & AUDIO CONTROLS FUNCTIONAL Ÿ 4-WHEEL ANTILOCK BRAKE SYS Ÿ FORDPASS™ CONNECT 5GWI-FI HOTSPOT TELEMATICS MODEM Ÿ HILL START ASSIST Ÿ MANUAL LOCKING HUBS Ÿ MONO BEAM COIL SPRING FRT SUSPENSION W/STAB BAR Ÿ REAR VIEW CAMERA Ÿ REMOTE KEYLESS ENTRY Ÿ SYNC®4 W/8" SCREEN SAFETY/SECURITY Ÿ ADVANCETRAC™ WITH RSC® Ÿ AIRBAGS - SAFETY CANOPY® Ÿ BELT-MINDER CHIME Ÿ DRIVER/PASSENGER AIR BAGS Ÿ SECURILOCK® ANTI-THEFT SYS Ÿ SOS POST-CRASH ALERT SYS™ WARRANTY Ÿ 3YR/36,000 BUMPER / BUMPER Ÿ 5YR/60,000 POWERTRAIN Ÿ 5YR/60,000 ROADSIDE ASSIST Ÿ 5YR/100,000 DIESEL ENGINE 409 MEMO TO: President Argoudelis and Board of Trustees FROM: Rich Vogel, Tracy, Johnson & Wilson DATE: August 3, 2023 RE: A Resolution Authorizing an Intergovernmental Agreement and Easement Agreements between the Village of Plainfield and the Plainfield Park District (Indian Boundary Road Culvert Replacement Project) The Village is in the process of construction certain improvements to Indian Boundary Road, at or near its intersection with Rowley Road. These improvements will include the replacement of the culvert where Indian Boundary road crosses Spring Hole Creek. In order to complete the project, the Village needs temporary and permanent easements from the Plainfield Park District, which owns property adjacent to the site of the project. The District is willing to grant the necessary easements to the Village. However, the completion of the project will require the removal of existing trees from District property, and the District has requested that these trees be replaced by the planting of other trees on its property. The Village is amenable to planting the requested replacement trees. The attached resolution would then approve an intergovernmental agreement pursuant to which the District would grant the needed easements to the Village in exchange for the Village’s commitment to provide and plant the replacement trees. Should the Board of Trustees concur, the following motion is offered for your consideration. I move for approval of the resolution authorizing the execution of an intergovernmental agreement and easement agreements between the Village of Plainfield and the Plainfield Park District 410 1 RESOLUTION NO. __________ A RESOLUTION AUTHORIZING AN INTERGOVERNMENTAL AGREEMENT AND EASEMENT AGREEMENTS BETWEEN THE VILLAGE OF PLAINFIELD AND THE PLAINFIELD PARK DISTRICT (INDIAN BOUNDARY ROAD CULVERT REPLACEMENT PROJECT) WHEREAS, units of local government are enabled by Article VII, Section 10 of the Constitution of the State of Illinois of 1970 to enter into agreements among themselves in order to exercise, combine or transfer any power or function, in any manner not prohibited by law or ordinance; and WHEREAS, the Plainfield Park District (“District”) and the Village of Plainfield (“Village”) are units of local government within the meaning of Article VII, Section 1 of the Illinois Constitution of 1970 who are authorized to enter into intergovernmental agreements pursuant to the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq.; and WHEREAS, the Village is in the process of constructing improvements to Indian Boundary Road at or near its intersection with Rowley Road, which improvements include but are not limited to replacement of the existing culvert carrying Indian Boundary Road over Spring Hole Creek (the “Project”); and WHEREAS, the Village has determined that the construction of the Project will require obtaining certain temporary and permanent easements over property owned by the District, and further that the construction of the Project may necessitate the removal of existing trees within the areas of such temporary and permanent easements; and WHEREAS, the District is willing to grant to the Village the temporary and permanent easements necessary for the construction of the Project, but has requested the Village to provide and plant replacement trees on District property to replace the trees that will be removed in the course of the construction of the Project; and WHEREAS, to appropriately memorialize the understanding of the Village and the District relative to the construction of the Project, the grant of easements for the Project, and the planting of replacement trees, the Village and District have determined that it is in their respective best interests to enter into an intergovernmental agreement and easement agreements in the form collectively attached hereto as Group Exhibit A. NOW, THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES, ILLINOIS AS FOLLOWS: 411 2 Section 1: Recitals - The foregoing recitals are hereby incorporated into this Resolution as if fully set forth herein. Section 2: Execution – The Village President be and is hereby authorized and directed to execute the Intergovernmental Agreement and easement agreements in substantially the form attached hereto and incorporated herein as Group Exhibit A, and the Village Clerk is hereby authorized and directed to attest thereto. Section 3: Severability - The various portions of this Resolution are hereby expressly declared to be severable, and the invalidity of any such portion of this Resolution shall not affect the validity of any other portions of this Resolution, which shall be enforced to the fullest extent possible. Section 4: Repealer - All ordinances or portions of resolutions previously passed or adopted by the Village of Plainfield that conflict with or are inconsistent with the provisions of this Resolution are hereby repealed. Section 5: Effective Date – This Resolution shall be in full force and effect from and after its passage and approval. PASSED THIS ______ DAY OF ____________, 2023. AYES: NAYS: ABSENT: APPROVED THIS ______ DAY OF ____________, 2023. VILLAGE PRESIDENT ATTEST: VILLAGE CLERK 412 1 INTERGOVERNMENTAL AGREEMENT FOR TREE REPLACEMENT BETWEEN THE PLAINFIELD PARK DISTRICT AND THE VILLAGE OF PLAINFIELD (Indian Boundary Road Project) This Agreement is made this ____ day of _______________, 2023 (“Effective Date”), between the Village of Plainfield, a home rule municipal corporation (“Village”), and the Plainfield Park District, (“District”) a body corporate and politic, sometimes referred to jointly as Parties and individually as Party. WITNESSETH WHEREAS, the Plainfield Park District of Will and Kendall Counties, Illinois (“District”) has been organized and exists under the provisions of the Park District Code, 70 ILCS 1205/1 et. seq. for the purpose of providing park and recreational facilities and programs for its residents; and WHEREAS, the Village of Plainfield, Will and Kendall Counties, Illinois (“Village”), is an Illinois home rule municipality that provides various forms of public infrastructure, including but not limited to its public street system; and WHEREAS, Village plans to construct certain improvements to its public street system in the near future, consisting of improvements to Indian Boundary Road at or near its intersection with Rowley Road, which improvements include but are not limited to replacement of the existing culvert carrying Indian Boundary Road over Spring Hole Creek (collectively, the “Project”), as depicted in Group Exhibit A, a copy of which is attached hereto and incorporated herein by reference; and WHEREAS, District owns certain property adjacent to the Project (the “District Property”), as described or depicted in Exhibit B, a copy of which is attached hereto and incorporated herein by reference; and WHEREAS, Village desires to obtain certain temporary construction and permanent easements over portions of the District Property, as described and depicted in Group Exhibit C, a copy of which is attached hereto and incorporated herein by reference; and WHEREAS, District is willing to grant the easements requested by Village and referenced in Group Exhibit C, pursuant to the terms of a separate intergovernmental agreement of even date herewith providing for the same (the “Easement IGA”), subject to prior execution by District and Village of an intergovernmental agreement between them providing for the replacement of trees as consideration for the Village’s improvement and use of the District Property for the Project, including the Village’s removal of trees in the course of the completion of the Project, such trees to be planted on the District Property and elsewhere, at the sole cost and expense of the Village; and 413 2 WHEREAS, the number, type and location of trees to be planted on the District Property by the Village is described and depicted in a preliminary manner in Exhibit D (the “Preliminary Tree Replacement Plan”), which plan will be replaced with a final tree replacement plan specifying the final numbers, types, and locations of the trees to be planted on the District Property and on other District-owned or -controlled properties (the “Final Tree Replacement Plan”), which District will provide to the Village on or before _____________; and WHEREAS, Article VII, Section 10 of the Illinois Constitution of 1970 and the provisions of the Intergovernmental Cooperation Act, 5 ILCS 220/1 et. seq. authorize the District and the Village to enter into an intergovernmental agreement in and manner and to any extent to contract or otherwise associate among themselves to obtain or share services and to exercise, combine or transfer any power or function in any manner not prohibited by law or by ordinance.; and NOW, THEREFORE, in consideration of the mutual agreements and covenants set forth herein, the Parties agree as follows: SECTION 1: Recitals The foregoing recitals constitute an expression of the intent of the Village and Park District regarding the formation of this Agreement and are hereby incorporated herein by reference as if fully set forth herein. All exhibits referenced herein are expressly incorporated into and made a part of this Agreement by this reference. SECTION 2: Responsibilities of Village under the Tree Replacement Plan A. Planting and Selection of Trees District and Village acknowledge that Village shall, at its sole cost and expense, acquire and plant on the District Property and at various other sites specified in the Final Tree Replacement Plan, all of the types and numbers of trees depicted in the Final Tree Replacement Plan (“Replacement Trees”); provided, however, that Village’s obligations under this Section 2.A. shall be subject to the Parties’ execution of the Easement IGA, and the District’s grant of the easements provided for therein; and provided further, that the District has the right to modify Replacement Tree types, species and locations, including the planting of Replacement Trees at other sites owned and/or controlled by the District, provided, however, that the types and species of trees to be planted shown in the Final Tree Replacement Plan shall not be varied by more than ten percent from the types and species of trees shown in the Preliminary Tree Replacement Plan, and provided further, that the types and species of trees to be provided shall further be subject to the availability of the same from the Village’s tree suppliers. The Village shall complete the planting of all Replacement Trees not later than the third anniversary of the date of Park Board approval of the Easement IGA. All Replacement Trees acquired by the Village for use hereunder shall include a warranty ensuring replacement of the tree with another tree of comparable species, size, height, age, which warranty shall remain in effect for a period of not less than oneyear after planting. 414 3 B. Easements Granted under Easement IGA Parties acknowledge and agree that either: (i) the easements to be granted under the Easement IGA permit the Village to lawfully perform its Replacement Tree planting obligations under Section 2.A. of this Agreement; or, for Replacement Trees planted at other District-owned or -controlled sites, (ii) the District shall grant non-exclusive temporary easements to the Village upon such portions of the other sites as may be required to conduct the planting work, at no additional charge to the Village, for ingress, egress, and all planting activities. All temporary construction easements granted by the District under this Agreement and the temporary construction easement included within Group Exhibit C shall have a duration of not less than three years from the date first above named. C. Future Maintenance Upon the Village’s completion of its obligations under the Tree Replacement Plan,the District’s review and acceptance thereof, and the Village’s transfer to the District of any and all transferrable warranties on the Replacement Trees, the District shall thereafter be the owner of the replacement trees and solely responsible at its cost for the future maintenance thereof. For any non-transferrable warranties on Replacement Trees, the Village shall initiate and pursue warranty claims at the direction of the District or replace any Replacement Trees that do not live beyond one year from the date of planting. SECTION 3: Indemnity District and Village each agree to protect, indemnify, save, defend and hold harmless the other party, as well as such party's officers, officials, volunteers, employees, attorneys, representatives, and agents, from and against any and all liabilities, obligations, claims, losses, damages, penalties, causes of action, costs and expenses, including reasonable attorney’s fees, which the other party and for which the other party’s officers, officials, volunteers, employees, attorneys, representatives and agents may become obligated by reason of any accident, injury or death of persons or loss of or damage to property (collectively, "Claims") arising indirectly or directly, in connection with, under, or as a result of, this Agreement to the extent caused by any negligent or grossly negligent act or omission of the indemnifying party and/or its officers, officials, volunteers, employees, attorneys, representatives, and/or agents. The insurance company, self-insurance pool or similar entity of the indemnifying party shall be allowed to raise on behalf of the indemnified parties any and all defenses and indemnities, whether statutory and/or common law, to such Claim which the other party might have raised, including but not limited to any defense contained within the Illinois Governmental and Governmental Employees Tort Immunity Act, 745 ILCS 10/1-101 et seq. SECTION 4: Insurance 415 4 District represents that it has and will at all times during the term of this Agreement maintain in full force and effect at all times during the term of this Agreement commercial general liability coverage, workers’ compensation insurance and automobile liability coverage with at least the limits and coverages shown in Exhibit E-1, a copy of which is attached hereto and incorporated herein by reference. With respect to the District’s obligations pursuant to this Section 4, the specified coverage shall be provided through the District’s self- insurance risk pool, which Village hereby finds acceptable. Village represents that it has and will at all times during the term of this Agreement maintain in full force and effect at all times during the term of this Agreement policies of commercial general liability insurance, workers’ compensation insurance and automobile liability insurance with at least the limits and coverages shown in Exhibit E-2, a copy of which is attached hereto and incorporated herein by reference. Each party shall cause its commercial general liability and automobile liability insurance policies or coverage to name the other party and its elected officials, officers, employees, agents and volunteers as additional insureds by written endorsement. All such insurance policies shall be on an occurrence basis and shall not be on a claims-made basis. SECTION 5: Term The initial term of this Agreement shall be for three (3) years from the date first written above (“Initial Term”). SECTION 6: Amendment of the Agreement Any amendment or modification of this Agreement shall be in written form and shall be approved by legislation duly adopted by the boards of the Parties, as required by Section 8 hereof. SECTION 7: Entire Agreement This instrument contains the entire Agreement between the Parties. No statements, promises, or inducements made by either Party that is not contained in this written Agreement shall be binding on the Parties. This Agreement may be modified or amended only by official action by the corporate authorities of each Party. SECTION 8: Governing Laws This Agreement shall be governed by the laws of the State of Illinois as to interpretation and performance and the appropriate venue for any action based on this Agreement shall be Will County, Illinois. SECTION 9: Conflicting Provisions If any part, term, or provision of this Agreement is found by a court of competent jurisdiction to be illegal or in conflict with any law of the State of Illinois, the validity of 416 5 the remaining provisions shall not be affected, and the rights and obligations of the parties shall be enforced as if the Agreement did not contain the particular part, term, or provision held to be invalid. SECTION 10: Notices Notices, including notices to effect a change as to the persons hereinafter designated to receive notice(s), or other writings which any Party is required to or may wish to serve upon any other Party in connection with this Agreement shall be in writing and shall be delivered personally or sent by registered or certified mail, return receipt requested, postage prepaid, addressed as follows: If to the Village: Joshua Blakemore Village Administrator Village of Plainfield 24401 W. Lockport Street Plainfield IL 60544 If to the Park District: Carlo J. Capalbo Executive Director Plainfield Park District 23729 W. Ottawa Street Plainfield, IL 60544 IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year first above written pursuant to authorization of the corporate authorities of each party. VILLAGE OF PLAINFIELD: __________________________________ MAYOR PLAINFIELD PARK DISTRICT: __________________________________ PRESIDENT ATTEST: __________________________________ VILLAGE CLERK ATTEST: __________________________________ SECRETARY 417 6 418 419 420 Exhibit B—District Property Lot E in Creekside Crossing Unit 1, being a subdivision in the South ½ of Fractional Section 17, lying South and East of the Indian Boundary Line, Township 36 North, Range 9 East of the Third Principal Meridian, according to the plat thereof recorded December 17, 2004 as Document No. R2004-227441, in Will County, Illinois PIN 06-03-17-406-052-0000 421 Page 1 of 9 (Rev. 4/12) Owner The Plainfield Park District Property Indian Boundary Road Address Over Spring Hole Creek Plainfield, IL 60544 Route Indian Boundary Road County Will Job No. R-91-025-19 Parcel No. 0003PE P.I.N. No. 06-03-17-406-052 Section 17-00064-00-BR Project No. Over Spring Hole Creek Station 13+47.78 to Station 14+06.18 PERMANENT EASEMENT AGREEMENT (Governmental Entity) This Easement Agreement (the “Agreement”) made this ___ day of _______________, 2023 ( “Effective Date”), by and between the Plainfield Park District, an Illinois park district (“Grantor”), and the Village of Plainfield, an Illinois municipality (“Grantee”), which hereinafter may be referred together as the “Parties” or individually as a “Party.” RECITALS A. Grantor is the owner of certain real property near Indian Boundary Road and Creekside Drive, commonly known as Creekside North Park and legally described in Exhibit A (the "Subject Property"). B. Grantee requires an easement within the Subject Property in order to construct, use and maintain certain roadway improvements. C. Section 8-11 of the Park District Code authorizes Grantee to grant easements to municipalities, corporations or persons for the construction, operation and maintenance of facilities upon, under or across any District property for various utilities including for other public services such as roadways. D. Grantor has determined that it is in the public’s interest to grant a non-exclusive permanent easement to the Grantee for the Grantee’s use and maintenance of the roadway improvements on the Subject Property pursuant to the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the premises and the mutual promises contained herein, and other good and valuable consideration the receipt and sufficiency of which is hereby acknowledged, the Parties agree that: 1. Recitals and Exhibits Incorporated. The foregoing recitals are incorporated herein by reference as though fully set forth. All exhibits referenced in this Agreement are hereby incorporated herein by this reference. 422 Page 2 of 9 (Rev. 4/12) 2. Grant of Permanent Non-exclusive Easement. , Grantor, by] and through its Board of Park Commissioners, for an in consideration of Ten and No/100Dollars ($10.00), receipt of which is hereby acknowledged, and pursuant to the provisions of 70 ILCS 1205/8-11, grants and conveys to Grantee a non-exclusive permanent easement for the purpose of compensatory grading for stormwater storage and construction of streambank stabilization, permanent access and maintenance along the creek for streambank stabilization (stone riprap)(“Improvements”), on, over and through that portion of the Subject Property legally described in Exhibit B attached hereto, consisting of ______ square feet, more or less (“Permanent Easement Premises”) for the right, privilege and authority to enter upon the Permanent Easement Premises from time to time as Grantee in its reasonable discretion deems necessary or as otherwise specified pursuant to Park 6 of this this Agreement, in order to construct, use, inspect, repair, and maintain the Improvements (the “Easement Activities”) Legal Description can only include the legal description of the perm easement, not the description of all of Lot E] 3. Right of Access and Use. Grantor shall have and retains all rights to access, use and occupy the premises and access to Grantor’s remaining property; provided, however, Grantor’s use and occupation of the premises may not interfere with Grantee’s use of the premises for the purposes herein described. 4. Easement Granted by Resolution. This permanent easement is made, executed and delivered pursuant to a resolution duly adopted by the Grantor’s Board of Park Commissioners, at a meeting held on the 9th day of August, 2023. 5. Grantor‘s Waiver of Compensation Claims. Grantor, without limiting the interest above granted and conveyed, acknowledges that upon payment of the agreed consideration, all claims for compensation arising out of the acquisition Grantor’s conveyance of this Temporary Access and Construction Easement, through the date of this grant of easement have been settled, including without limitation, any diminution in value to any remaining property of the Grantor caused by the opening, improving and using the premises for highway purposes. This acknowledgment does not waive any claim for trespass or negligence or any other claim, that may arise after the date of this grant of easement arising from Grantee’s or Grantee’s agent(s)’ act or omission occurring on the premises or as a result of Grantee’s or Grantee’s agent(s)’ exercise of Grantee’s rights under this easement, including any claim arising from any such act, omission or exercise which may injure Grantor, its elected officials, officers, employees, agents, volunteers, successors and assigns, or causes damage to the Permanent Easement Premises or any other property owned or under the control of Grantor. 6. Easement Conditions. The grant of easement and ancillary rights given to Grantee under this Agreement shall be subject to the conditions that: (a) Grantor reserves the right of access to and use of the Permanent Easement Premises in any manner not inconsistent with the rights granted to Grantee under this Agreement, including but not limited to the right to install structures, landscaping, trees, gardens, shrubs, driveways, sidewalks, parking lots, and ingress and egress roadways on the Permanent Easement Premises that do not then or later conflict with the Improvements or the easement rights granted hereunder; (b) Grantee shall notify Grantor prior to commencement of any excavation, construction, repair, maintenance or other work or activity on the Permanent Easement Premises. Commented [SA1]: Happy to discuss any specific additional items but this is too broad. Commented [SA2]: I don't believe the waiver requested here is a problem, but PPD has not yet confirmed it is prepared to waive all consideration. PPD may have agreed that the tree replacement is the consideration before I began representing the PD. 423 Page 3 of 9 (Rev. 4/12) The Parties shall reasonably cooperate with respect to the commencement, timing, and location of such work or activity so as to protect the public at large and to avoid any interference with Grantor’s use of the Subject Property or the Permanent Easement Premises; (c) All construction or other work or activity by any entity within the Permanent Easement Premises shall be performed in a safe and sound manner and in accordance with all applicable federal, state and local laws, including the ordinances and regulations of the Village of Plainfield; (d) Grantee shall be responsible for the payment of all costs associated with any work or activity performed on the Permanent Easement Premises pursuant to the grant of easement set forth in Paragraph 2 above; and (e) Subject to Section 7 of this Agreement, Grantee shall restore the Permanent Easement Premises to the condition which existed immediately prior to the beginning of any work or activity performed on the Permanent Easement Premises pursuant to the grant of easement set forth in Paragraph 2 above. Grantee shall similarly restore any portions of the Subject Property and any other real estate that are damaged or otherwise disturbed in connection with any work or activity performed on the Permanent Easement Premises pursuant to the grant of easement set forth in Paragraph 2 above. Grantee shall be responsible for all costs associated with said restoration of the Permanent Easement Premises and the Subject Property as provided herein. 7. Maintenance. The Grantee shall be responsible for maintaining the Improvements in a manner that does not interfere with the Subject Property. The Grantee shall also be responsible for all maintenance of the Permanent Easement Premises, including mowing. Grantee shall plant and maintain bushes or other landscaping, as approved by the Grantor, on the Permanent Easement Premises. Grantee shall maintain the Permanent Easement Premises in such a manner so as to ensure that the Permanent Easement Premises comply at all times with applicable federal, state and local law. In the event that Grantor determines that Grantee is not in compliance with the terms of this paragraph 7, Grantor shall provide Grantee written notice of said noncompliance. Upon receipt of said notice, Grantee shall have thirty (30) days to commence the necessary measures to cure said noncompliance. Notwithstanding the above thirty (30) day cure period, Grantee shall take immediate action to cure said noncompliance in the case of an emergency likely to cause immediate harm, damage or danger to surrounding property or to the public or private health, safety or welfare. In the event that Grantee fails to commence the necessary measures to cure said noncompliance at the expiration of the periods set forth herein, or otherwise exhibits an unwillingness to cure said non-compliance, Grantor shall have the right, but not the obligation, to take all steps necessary to bring the Permanent Easement Premises into good working order and repair and to ensure compliance with all applicable federal, state and local laws, and Grantee shall be responsible for all reasonable costs and expenses incurred by Grantor in connection with same, including reasonable attorneys’ fees. 8. Hazardous Materials. No explosives or flammable or hazardous materials of any kind shall be transported across, brought upon, or stored or deposited on, the Subject Property (except as needed for vehicles or equipment for the Easement Activities, provided that the Grantee and its contractors shall be liable for any damage to or contamination of Subject Property resulting from such activity or use). As used in this Agreement, “hazardous materials” means any hazardous or toxic substances, materials or wastes, including, but not limited to solid, semi-solid, liquid or gaseous substances which are toxic, ignitable, corrosive, carcinogenic or otherwise dangerous to human, plant or animal health or well-being and those substances, materials, and 424 Page 4 of 9 (Rev. 4/12) wastes listed in the United States Department of Transportation Table (49 CFR 972.101) or by the Environmental Protection Agency as hazardous substances (40 CFR Part 302) and amendments thereto or such substances, materials, and wastes regulated under any applicable local, state or federal law including, without limitation, any material, waste or substance which is (I) petroleum, (ii) asbestos, (iii) polychlorinated biphenyls, (iv) designated as “Hazardous substances” pursuant to Section 1251 et. seq. (33 U.S.C. Section 1321) or listed pursuant to Section 1004 of the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901 et. seq. (42 U.S.C. Section 6903), or (vi) defined as a “hazardous substance” pursuant to Section 101 of the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. Section 9601 et. seq. (42 U.S.C. Section 9601) or any other applicable environmental law. 9. Indemnification. Grantee agrees to indemnify, defend and save Grantor, its agents and employees, and all other persons or entities acting at the direction of Grantor, harmless from and against any and all liabilities, claims, losses, or demands for personal injury, including death, or property damage arising out of or caused by any act or omission of Grantee, any of its contractors or subcontractors, anyone directly or indirectly employed or engaged by any of them, or anyone for whose acts any of them may be liable, arising from Grantee’s conduct of the Easement Activities or exercise or use of the easement rights granted under this Agreement. 10. Insurance. Grantee shall maintain liability insurance in reasonable amounts, and with reputable companies as are reasonably acceptable to Grantor and/or the risk management association of which it is a member, to protect Grantor and Grantee against claims arising directly or indirectly out of or in connection with Grantee’s conduct of the Easement Activities or use of the Permanent Easement Premises or Subject Property pursuant to this Agreement. Grantee shall name, and cause any contractor hired to perform any work on the Permanent Easement Premises to name, Grantor, its elected and appointed officials, officers, employees and agents as additional insureds and prior to commencing any such activity, shall provide to Grantor a copy of a Certificate of Insurance evidencing same the same. 11. Term. This Agreement shall commence on the Effective Date and shall be in full force and effect for so long as the Permanent Easement Premises are needed for roadway purposes unless the Parties, or their successors, mutually agree in writing to terminate this Agreement. 12. Entire Agreement. This instrument contains the entire agreement between the Parties relating to the rights granted herein and the obligations herein assumed. Any oral representations or modifications concerning this instrument shall be of no force and effect, and modifications to this Agreement must be in writing and must be signed by all Parties to this Agreement. 13. Severability. Invalidation by judgment or court order of any one or more of the covenants or restrictions contained herein shall in no way affect any other provisions which shall remain in full force and effect. 14. Covenant Running with the Land. This easement upon the Permanent Easement Premises shall be a covenant running with the land and shall be binding upon Grantor and Grantee and any of their lessees, successors in interest, heirs, devisees and assigns from and after the date of execution by the Parties. 15. Law Governing. The laws of the State of Illinois shall govern the terms of this Agreement both as to interpretation and performance. 425 Page 5 of 9 (Rev. 4/12) 16. Captions and Paragraph Headings. Captions and paragraph headings are for convenience only and are not a part of this Agreement and shall not be used in construing it. 17. Notices. All noticed provided for herein shall be served upon the Parties by personal delivery, fax or Certified United States mail, return receipt requested, at the following locations, or at such other location or locations as the Parties may from time to time designate in writing: Notice to Grantee: Notice to Grantor: Notices shall be deemed given when received by the Party to whom it was sent. 18. No Waiver of Tort Immunity. Nothing contained in this Agreement shall constitute a waiver by Park District of any right, privilege or defense which it has under statutory or common law, included but not limited to the Illinois Governmental and Governmental Employees Tort Immunity Act, 745 ILCS 10. 19. No Third Party Beneficiaries. This Agreement is entered into solely for the benefit of the Parties, and nothing in this Agreement is intended, either expressly or impliedly, to provide any right or benefit of any kind whatsoever to any person and entity who is not a party to this Agreement or to acknowledge, establish, or impose any legal duty to any third party. IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first above written. 426 Page 6 of 9 (Rev. 4/12) GRANTOR PLAINFIELD PARK DISTRICT By:______________________________ Its:______________________________ Attest:___________________________ Its:______________________________ GRANTEE VILLAGE OF PLAINFIELD By:______________________________ Its:______________________________ Attest:___________________________ Its:______________________________ This instrument was prepared by and after Village of Plainfield recording, return to: 24401 W. Lockport Street Plainfield, IL 60544 427 Page 7 of 9 (Rev. 4/12) GRANTOR'S ACKNOWLEDGMENT STATE OF ILLINOIS ) ) SS COUNTY OF ) I, the undersigned, a Notary Public in and for said County, in the State aforesaid, DO HEREBY CERTIFY THAT and , personally known to me to be the same persons whose names are subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act, for the uses and purposes therein set forth. Given under my hand and official seal, this day of , 20___. ________________________________________ Notary Public My Commission expires:__________________________ 428 Page 8 of 9 (Rev. 4/12) GRANTEE’S ACKNOWLEDGMENT STATE OF ILLINOIS ) ) SS COUNTY OF ) I, the undersigned, a Notary Public in and for said County, in the State aforesaid, DO HEREBY CERTIFY THAT and , personally known to me to be the same persons whose names are subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act, for the uses and purposes therein set forth. Given under my hand and official seal, this day of , 20___. ________________________________________ Notary Public My Commission expires:__________________________ 429 Page 9 of 9 (Rev. 4/12) 430 Page 1 of 8 (Rev. 4/12) Owner The Plainfield Park District Property Indian Boundary Road Address Over Spring Hole Creek Plainfield, IL 60544 Route Indian Boundary Road County Will Job No. R-91-025-19 Parcel No. 0003TE P.I.N. No. 06-03-17-406-052 Section 17-00064-00-BR Project No. Over Spring Hole Creek Station 12+65.85 to Station 13+67.68 TEMPORARY ACCESS AND CONSTRUCTION EASEMENT AGREEMENT (Governmental Entity) This Temporary Access and Construction Easement Agreement (the “Temporary Easement Agreement” or the “Agreement”) is dated as of this day of 2023, by and between the Village of Plainfield, an Illinois municipality (“Grantee”) and the Plainfield Park District, an Illinois park district (the "Owner"), which hereinafter may be referred together as the "Parties" or individually as a "Party." RECITALS A. Grantor owns certain real property near Indian Boundary Road and Creekside Drive, commonly known as Creekside North Park and legally described in Exhibit A (the "Subject Property"). B. Grantee requires a temporary easement on the Subject Property, as depicted on Exhibit B, (the “Temporary Easement Premises”), to access and construct certain roadway improvements at Indian Boundary Road over Spring Hole Creek, on the Subject Property (the “Improvements”); and C. Grantee has provided Grantor certain engineering design plans for the Improvements within the Temporary Easement Premises (“Design Plans”), as depicted in Exhibit C for review and reference. D. Once Grantee has obtained all Pending Regulatory Approvals and completed construction of the Improvements, Grantee will require a permanent easement over a specified portion of the Subject Property, to operate, maintain, repair and replace the Improvements (the “Permanent Easement”) and the Parties intend to establish the terms and conditions for the grant of the Permanent Easement by a separate Permanent Easement Agreement (the “Permanent Easement Agreement”). E. Section 8-11 of the Illinois Park District Code (70 ILCS 1205/8-11) authorizes Grantee to grant easements to municipalities, corporations or persons for the construction, operation Commented [SA1]: Need to state here that if no permit has been issued yet for the proposed improvements. 431 Page 2 of 8 (Rev. 4/12) and maintenance of facilities upon, under or across any park district property for various utilities including for other public services such as roadways and related improvements. F. Grantor has determined that it is in the public's interest to grant a temporary easement to Grantee for access to specified portions of the Subject Property and for construction of Improvements thereon, pursuant to the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the foregoing recitals and the mutual promises contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by each of the Parties, the Parties agree as follows: 1. RECITALS, EXHIBITS. The foregoing recitals are incorporated herein by reference as though fully set forth. All exhibits referenced in this Agreement are hereby incorporated herein by this reference. 2. GRANT OF TEMPORARY EASEMENT. through Grantor, by and through its Board of Park Commissioners, for and in consideration of Ten and No/100 Dollars ($10.00), receipt of which is hereby acknowledged, and pursuant to the provisions of 70 ILCS 1205/8-11, hereby grants and conveys to Grantee, a non-exclusive temporary construction easement for the purpose of access and construction of the Improvements, on, over, and through the Temporary Easement Premises legally described in Exhibit B : situated in the County of Will, State of Illinois. 3. TERM, TERMINATION. Unless extended in writing by Grantor, the right, easement and privilege granted herein shall terminate without further action by either Party three (3) years from the execution of this document, or on the completion of the proposed Improvements (including restoration requirements required hereunder), whichever occurs sooner. The Parties may also mutually agree in writing to terminate this Agreement. Upon termination for any reason, Grantee shall vacate the Temporary Easement Premises and restore the property to its original condition in accordance with Section 6(h) of this Agreement. 4. EASEMENT NON-EXCLUSIVE; NO INTERFERENCE. Grantor shall have and retain all rights to use and occupy the Temporary Easement Premises in accordance with the rights herein expressly granted; provided, however, that Grantor’s use and occupation of the Temporary Easement Premises may not interfere with Grantee’s use of same for the purposes herein described. 5. GRANTOR‘S WAIVER OF COMPENSATION CLAIMS. Grantor, without limiting the interest above granted and conveyed, acknowledges that upon payment of the agreed consideration, all claims for compensation arising out of the acquisition Grantor’s conveyance of this Temporary Access and Construction Easement , through the date of this grant of easement have been settled, including without limitation, any diminution in value to any remaining property of the Grantor caused by the opening, improving and using the premises for highway purposes. This acknowledgment does not waive any claim for trespass or negligence or any other claim that may arise after the date of this grant of easement, arising from Grantee’s or Grantee’s agent(s)’ acts or omissions occurring on the premises or as a result of Grantee’s or Grantee’s agent(s)’ exercise of Grantee’s rights under this easement, including any claim arising from any act, omission or exercise which may injure Grantor, its elected officials, officers, employees, agents, volunteers, successors and assigns, or which may cause damage to the Temporary Easement Premises or any other property owned or under the control of Grantor. Commented [SA2]: Do you really need 3 years? Commented [SA3]: I don't believe the waiver requested here is a problem, but PPD has not yet confirmed it is prepared to waive all consideration. PPD may have agreed that the tree replacement is the consideration before I began representing the PD. 432 Page 3 of 8 (Rev. 4/12) 6. EASEMENT CONDITIONS. The grant of the Temporary Easement given to the Grantee under this Agreement shall be subject to the following conditions: a. Cooperation. The Parties shall reasonably cooperate with each other relative to the commencement, timing, and location of the work or activity authorized by this Temporary Easement so as to protect the public at large and to avoid any interference with Grantor’s use of the Subject Property or the Temporary Easement Premises; b. Safety. Grantee shall take measures necessary to ensure that the Temporary Easement Premises are maintained in a reasonably safe condition during construction of the Improvements. Such measures shall include the installation of appropriate barricades and warning signs, and the strict enforcement of all applicable safety rules and regulations. All construction or other work or activity by the Grantee or by any contractor, subcontractor, consultant, or other entity hired by the Grantee to perform such construction or other work or activity within the Temporary Easement Premises shall be performed in a safe and sound manner and in accordance with all applicable federal, state and local laws. c. Access Control. Prior to beginning construction of the Improvements, Grantee shall erect a temporary construction fence acceptable to Grantor around the Temporary Easement Premises, to ensure that all construction activity and access are confined therein. The fence shall not be removed until all preliminary restoration work has been completed and accepted by Grantor in accordance with Section 6.h of this Agreement. The Grantee shall not permit its construction personnel to be outside of designated construction areas while engaged in construction activities. d. Site Maintenance. Grantee covenants and agrees to properly maintain the Temporary Easement Premises and keep the same in good order, free and clear from rubbish. All trees, stumps, and other debris resulting from the construction of the Improvements shall be legally disposed of, off of the Subject Property by the Grantee. e. Construction Methods. Grantor shall not be responsible for or have control over the construction means, methods, techniques or procedures used to construct the Improvements. In no event shall Grantor be responsible for or have any obligation with respect to the safety of any person performing work for, or on behalf of, Grantee on the Improvements, including, without limitation, Grantee’s employees or the personnel of any contractor, subcontractor, agent or consultant retained by Grantee. f. No Other Interest Conveyed. Aside from the grant of the Temporary Easement rights conveyed by Grantor to Grantee through execution of this Agreement, Grantee obtains no other interest or right in the Subject Property or Temporary Easement Premises and is not hereby given the authority to allow any other person in or onto the Subject Property or Temporary Easement Premises other than as provided herein. Grantee acknowledges that Grantor has no control or supervision over those who might enter the Subject Property or Temporary Easement Premises to cause work to be done and Grantor has no responsibility or liability associated with any such individuals. g. Payment of Costs. Grantee shall be responsible for the payment of all costs associated with any work or activity performed on the Temporary Easement Premises pursuant to the grant of easement set forth in this Agreement. 433 Page 4 of 8 (Rev. 4/12) h. Restoration. Upon completion of construction of the Improvements, Grantee, at its sole cost and expense, shall restore the Temporary Easement Premises to the condition existing immediately prior to commencement of the construction of the Improvements, including but not limited to: (i) replacing and grading any and all topsoil removed by the Grantee; (ii) replacing any and all natural grass removed with sod of like quality; (iii) restoring any pavement damaged or removed during construction on any portion of the Temporary Easement Premises; (iv) replacing any damaged or destroyed park amenity, with a new amenity of the same kind and as approved by Grantor; (v) repairing or replacing any irrigation system, or part thereof, damaged or destroyed; (vi) removal of all trees that are cut down as part of the construction of the Improvements and removal of tree stumps. Grantee shall also, at its own cost and expense cap and repair, if applicable, any existing drain damaged as part of the construction of the Improvements. Grantee shall similarly restore any portion(s) of the Subject Property and any other real estate damaged or otherwise disturbed in connection with the construction of the Improvements, to the same condition as existed immediately preceding the construction of the Improvements. All restoration shall be completed within thirty (30) days after construction of the Improvements is complete; or, if due to weather conditions or other circumstances which would make such restoration inadvisable, then within such later time period as Grantor shall approve. Grantee shall be responsible for all costs associated with said restoration of the Temporary Easement Premises and the Subject Property as provided herein. Owner shall determine in its sole and reasonable discretion when restoration of the Temporary Easement Premises, the Subject Property, and any adjacent property is complete. The term of this Temporary Access and Construction Easement Agreement shall not expire until Grantor has determined that all restoration required hereunder has been completed. i. Protection of Existing Improvements. Grantee shall undertake reasonable measures to ensure the proper removal, storage and/or protection and re-installation of any fences, sheds, trees, small shrubs and other landscaping features that are in or immediately adjacent to the Temporary Easement Premises. In the event Grantee, its employees or agents, or any contractor or subcontractor engaged to perform work on the Temporary Easement Premises areas causes any damage to trees, shrubs, or other vegetation or landscaping not to be removed pursuant to the plans, or any improvements lying outside the boundaries thereof, Grantee shall pay the cost of replacement in the case of trees, shrubs or other vegetation, and in the case of landscaping or improvements, shall pay the cost of restoration and repair. Said costs shall be calculated at current replacement costs as determined by Grantor for all material, labor and incidentals necessary for a complete restoration and repair. 7. HAZARDOUS MATERIALS. No explosives or flammable or hazardous materials of any kind shall be transported across, brought upon, or stored or deposited on, the Subject Property (except as needed for vehicles or equipment for the construction of the Improvements, provided that the Grantee and its contractors shall be liable for any damage to or contamination of Subject Property resulting from such activity or use). As used in this Agreement, "hazardous materials" means any hazardous or toxic substances, materials or wastes, including, but not limited to solid, semi-solid, liquid or gaseous substances which are toxic, ignitable, corrosive, carcinogenic or otherwise dangerous to human, plant or animal health or wellbeing and those substances, materials, and wastes listed in the United States Department of Transportation Table ( 49 CFR 172.101) or by the Environmental Protection Agency as hazardous substances ( 40 CFR Part 302) and amendments thereto or such substances, materials, and wastes regulated under any applicable local, state or federal law including, without limitation, any material, waste or substance which is (I) petroleum, (ii) asbestos, (iii) polychlorinated biphenyls, (iv) designated as "Hazardous substances" pursuant to 33 U.S.C. Section 1321 or listed pursuant to Section 1004 of the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901 et. seq. (42 U.S.C. 434 Page 5 of 8 (Rev. 4/12) Section 6903) , or (vi) defined as a "hazardous substance" pursuant to Section 101 of the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. Section 9601 et. seq. (42 U.S.C. Section 9601) or any other applicable environmental law. 8. LIENS. Grantee shall not permit or suffer any lien to be imposed upon or to accrue against Grantor, the Subject Property or the Temporary Easement Premises. The Grantee shall indemnify, defend and hold harmless Grantor from and against any liens and encumbrances arising out of any labor or services performed by or at the direction of, or materials furnished to, the Grantee or any parties claiming by, through or under the Grantee. In the event that any such lien shall arise or accrue against Grantor, the Subject Property or the Temporary Easement Premises, the Grantee shall promptly cause such lien to be released of record by payment thereof or posting a bond with Grantor in a form and amount which is reasonably satisfactory to Grantor. 9. INDEMNIFICATION. Grantee agrees to indemnify, defend and save Grantor, its agents and employees, and all other persons or entities acting at the direction of Grantor, harmless from and against any and all damages, liabilities, claims, losses, costs and expenses (including, without limitation reasonable attorneys’ fees and costs), or demands for personal injury or death, or property damage arising out of or caused by any act or omission of the Grantee, any of its employees, contractors or subcontractors, or any of its agents, or anyone directly or indirectly employed or engaged by any of them, or anyone for whose acts any of them may be liable, arising from the Grantee's construction of the Improvements or exercise or use of the rights granted under this Agreement. This indemnification provision shall survive termination or expiration of this Agreement. 10. INSURANCE. The Grantee shall maintain, and shall require any of its contractors hired to perform any work on the Temporary Easement Premises, to maintain liability insurance in reasonable amounts, and with reputable companies as are reasonably acceptable to Grantor and /or the risk management association of which it is a member, to protect Grantor and Grantee against claims arising directly or indirectly out of or in connection with the Grantee's construction of the Improvements or use of the Temporary Easement Premises or Subject Property pursuant to this Agreement. The Grantee shall name, or cause any contractor hired to perform any work on the Temporary Easement Premises to name, Grantor, its elected and appointed officials, officers, employees and agents as an additional insured and, prior to commencing any activity on the Temporary Easement Premises, shall provide to Grantor a copy of a Certificate of Insurance evidencing same the same. 11. LICENSE AND PERMITS AND COMPLIANCE WITH LAWS. The Grantee shall secure, maintain and comply with all required licenses, permits and certificates relating to, or otherwise necessary or appropriate for, the construction and installation of the Improvements. The Grantee shall comply with any and all applicable federal, state and local laws, rules, regulations, statutes, codes, orders and ordinances, including, but not limited to, those governing the prevention, abatement and elimination of pollution and/or protection of the environment and the employment of its workers. 12. NO WAIVER OF TORT IMMUNITY. Nothing contained in this Agreement shall constitute a waiver by Grantor or Grantee of any right, privilege or defense which it has under statutory or common law, included but not limited to the Illinois Governmental and Governmental Employees Tort Immunity Act, 745 ILCS 10. 13. EXCEPTIONS. The easements granted herein shall be subject to all covenants, easements and restrictions of record, building and zoning ordinances, resolutions and regulations, 435 Page 6 of 8 (Rev. 4/12) including the Grantee’s efforts to satisfy any Pending Regulatory Approvals, and to all questions of survey and rights of any third party which would be revealed by a physical inspection of the Subject Property. 14. AMENDMENT. This Agreement may be modified, amended or annulled only by the written agreement of Grantor and the Grantee. 15. ENTIRE AGREMENT This Agreement, including the Exhibits hereto, represents the entire agreement of the Parties with respect to the subject matter herein contained, and supersedes all prior or contemporaneous agreements, oral or written, with respect to said subject matter. 16. SEVERABILITY. Invalidation by judgment or court order of any one or more of the covenants or restrictions contained herein shall in no way affect any other provisions which shall remain in full force and effect. 17. GOVERNING LAW; VENUE. The laws of the State of Illinois shall govern the terms of this Agreement both as to interpretation and performance. Venue for any action arising out of the terms or conditions of this Agreement shall be proper only in the Circuit Court of Cook County Illinois. 18. CAPTIONS AND PARAGRAPH HEADINGS. Captions and paragraph headings are for convenience only and are not a part of this Agreement and shall not be used in construing it. 19. NOTICES. Notices shall be deemed properly given hereunder if in writing and either personally delivered or sent by: a) United States certified mail, return receipt requested, postage prepaid; b) a nationally-recognized overnight delivery service; or c) email transmission with the sending Party retaining confirmation of receipt, to the Parties at their respective addresses provided below, or as either Party may otherwise direct in writing to the other Party from time to time: Notice to Grantee: Notice to Grantor: Notices personally delivered shall be deemed given on the date of delivery, notices sent by certified mail shall be deemed delivered the second business day following deposit in the mail, notices sent by overnight delivery services shall be deemed received the next business day following deposit with the delivery service, and notices sent by email transmission shall be deemed given on the date of transmission if before 5:00 PM on a business day, or, if later, the next business day. 20. NO THIRD-PARTY BENEFICIARIES. This Agreement is entered into solely for the benefit of the Parties, and nothing in this Agreement is intended, either expressly or impliedly, to provide any right or benefit of any kind whatsoever to any person and entity who is not a party to this Agreement or to acknowledge, establish, or impose any legal duty to any third party. 436 Page 7 of 8 (Rev. 4/12) 21. Covenant Running with the Land. This grant shall constitute a covenant, which runs with the land, and shall be binding upon the legal representatives, successors and assigns of Grantor Grantee. IN WITNESS WHEREOF, the Parties hereto have caused this instrument to be executed on the date first above written. Dated this day of , 2023. The Plainfield Park District Attest: Name of Governmental Entity By: By: Signature Signature Print Name and Title Print Name and Title GRANTEE: VILLAGE OF PLAINFIELD By: __________________________ ATTEST: By: ___________________________ State of ) _________________ ) ) ss County of _______________ ) This instrument was acknowledged before me on , 2023, by and 437 Page 8 of 8 (Rev. 4/12) of The Plainfield Park District . (SEAL) Notary Public My Commission Expires: State of ) _________________ ) ) ss County of _______________ ) This instrument was acknowledged before me on , 2023, by and of The Village of Plainfield . (SEAL) Notary Public My Commission Expires: This instrument was prepared by and after Village of Plainfield recording, return to: 24401 W. Lockport Street Plainfield, IL 60544 438 40PLAT OF HIGHWAYS INDIAN BOUNDARY ROAD 1 4 WILL 890052 TR SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. 17-00064-00-BR CONTRACT NO. 61H25 SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS StevenBUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =8/18/2022 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED SHEET OF SHEETS STA. TO STA. - - - - - - - - FILE NAMES:\JOL\3700--3799\3766\009\Drawings\CAD\Micros\CADD Sheets\D$12345-sht-plat.dgn==== A S S O C I A T E S ® (815) 744-4200 JOLIET, ILLINOIS 60431 1170 SOUTH HOUBOLT ROAD MODEL NAME Default= Prefinal 8/18/22 439 4 PLAT OF HIGHWAYS INDIAN BOUNDARY ROAD 41 2 WILL 890052 TR SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. 17-00064-00-BR CONTRACT NO. 61H25 SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS StevenBUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =8/18/2022 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED SHEET OF SHEETS STA. TO STA. - - - - - - - - FILE NAMES:\JOL\3700--3799\3766\009\Drawings\CAD\Micros\CADD Sheets\D$12345-sht-plat.dgn==== A S S O C I A T E S ® (815) 744-4200 JOLIET, ILLINOIS 60431 1170 SOUTH HOUBOLT ROAD MODEL NAME Default= Prefinal 8/18/22 440 4 PLAT OF HIGHWAYS INDIAN BOUNDARY ROAD 42 3 WILL 890052 TR SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. 17-00064-00-BR CONTRACT NO. 61H25 SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS StevenBUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =8/18/2022 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED SHEET OF SHEETS STA. TO STA. - - - - - - - - FILE NAMES:\JOL\3700--3799\3766\009\Drawings\CAD\Micros\CADD Sheets\D$12345-sht-plat.dgn==== A S S O C I A T E S ® (815) 744-4200 JOLIET, ILLINOIS 60431 1170 SOUTH HOUBOLT ROAD MODEL NAME Default= Prefinal 8/18/22 441 4 PLAT OF HIGHWAYS INDIAN BOUNDARY ROAD 43 4 WILL 890052 TR SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. 17-00064-00-BR CONTRACT NO. 61H25 SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS StevenBUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =8/18/2022 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED SHEET OF SHEETS STA. TO STA. - - - - - - - - FILE NAMES:\JOL\3700--3799\3766\009\Drawings\CAD\Micros\CADD Sheets\D$12345-sht-plat.dgn==== A S S O C I A T E S ® (815) 744-4200 JOLIET, ILLINOIS 60431 1170 SOUTH HOUBOLT ROAD MODEL NAME Default= Prefinal 8/18/22 442 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTRINSD WVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 5/4/2023 (619) 238-1828 31143 Village of Plainfield 24401 W. Lockport Street Plainfield, IL 60544 11150 A 5,000,000 8223001453893 5/1/2023 5/1/2024 500,000 0 5,000,000 5,000,000 5,000,000 5,000,000A 8223001453893 5/1/2023 5/1/2024 B WCX0068775 5/1/2023 5/1/2024 2,000,000 2,000,000 2,000,000 Plainfield Park District is included as an additional insured pursuant to an intergovernmental agreement for the Development, Use and Maintenance of Shared Paths between the Plainfield Park Districk and the Village of Plainfield, when required by written contract or agreement. Plainfield Park District 23729 W. Ottawa Street Plainfield, IL 60544 SOUTAGE-02 WTELLER Alliant Insurance Services, Inc. 701 B St 6th FlSan Diego, CA 92101 Old Republic Union Insurance Company Arch Insurance Company X X X X 443