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Ordinance 2022-18202500005855 DEBBIE GILLETTE RECORDER - KENDALL COUNTY, IL RECORDED: 05/14/2025 01.59 PM RECORDING FEE 57.00 PAGES: 238 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS ORDINANCE NO. 2022-18 AN ORDINANCE APPROVING AN AGREEMENT BY AND AMONG THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, YORKVILLE-BRISTOL SANITARY DISTRICT AND ILLINOIS GREENHOUSE, LLC Passed by the City Council of the United City of Yorkville, Kendall County, Illinois This 10`h day of -May , 202-2 Prepared by and Return to: United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 Published in pamphlet form by the authority of the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois on May 12, 2025. Ordinance No. 2022-18 AN ORDINANCE APPROVING AN AGREEMENT BY AND AMONG THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, YORKVILLE-BRISTOL SANITARY DISTRICT AND ILLINOIS GREENHOUSE, LLC WHEREAS, United City of Yorkville, Kendall County, Illinois (the "City"), is a duly organized and validly existing non -home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; the Yorkville -Bristol Sanitary District ("YBSD") is an independent municipal corporation validly organized under the Illinois Sanitary District Act of 1917; and, Illinois Greenhouse, LLC, is a Delaware corporation d/b/a BrightFarms, is a hydroponic indoor farming company producing lettuce and herbs for shipping to local retailers ("BrightFarms"); and, WHEREAS, BrightFarms submitted a proposal to the City to develop approximately forty (40) acres at the northeast comer of Eldamain and Corneils Roads (the "Development Site") to construct a 860,000 square foot greenhouse as Phase I, followed by a second 860,000 square foot greenhouse as Phase II for an indoor lettuce and herb growing operation, however, the Development Site is not served by water or sewer service; and, WHEREAS, BrightFarms has informed the Village that it would not require City water service for its operations due to the fact that the presence of chlorine in the City's potable water supply impacts lettuce growth however it has requested the City to extend sewer services to the Development Site and has determined that the design of, land acquisition for, and construction of approximately 8,5000 linear feet of sanitary sewer interceptor from Rob Roy Creek to the Development Site (the "Project"), the acquisition of casements necessary for the sewer interceptor, permit fees and engineering design fees shall cost approximately $3,000,000 to $3,200,000 (the "Project Cost"); and, Ordinance No. 2022-18 Page I WHEREAS, the City, YBSD and BrightFarms have come to an agreement with respect to the allocation of the Project Cost, and their respective responsibilities for the design and construction of the Project among them all as set forth in the Agreement attached hereto and made part hereof. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. All of the Preambles hereinabove set forth are incorporated herein as if restated. Section 2. That the Agreement by and among the United City of Yorkville, Yorkville - Bristol Sanitary District and Illinois Greenhouse, LLC and in the form attached hereto and presented to this meeting is hereby approved and the Mayor is hereby authorized to execute same and to implement the terms thereof. Section 3: This Ordinance shall be in full force and effect after its passage, publication, and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this 101h day of May, A.D. 2022. KEN KOCH ARDEN JOE PLOCHER CHRIS FUNKHOUSER SEAVER TARULIS AYE DAN TRANSIER AYE AYE CRAIG SOLING NAY NAY MATT MAREK AYE AYE JASON PETERSON AYE Ordinance No. 2022-18 Page 2 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this _IS51ay of , A.D. 2022. Attest., Ordinance No. 2022-18 Page 3 DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF AGREEMENT BY AND AMONG THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, YORKVILLE-BRISTOL SANITARY DISTRICT AND BRIGHTFARMS EFFECTIVE DATE: 5/10/2022 ARTICLE 1: RECITALS 1.1 United City of Yorkville, Kendall County, Illinois (the "Cit)"), is a duly organized and validly existing non -home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State. The Yorkville -Bristol Sanitary District ("YBSD") is an independent municipal corporation validly organized under the Illinois Sanitary District Act of 1917; and Illinois Greenhouse, LLC, a Delaware limited liability company and subsidiary of BrightFarms, Inc., a Delaware corporation, is a hydroponic indoor farming company producing lettuce and herbs for shipping to local retailers (collectively "BrightFarms"). 1.2 BrightFarms has submitted a proposal to the City to develop approximately one - hundred twenty (120) acres at the northeast corner of Eldamain and Comeils Roads (the "Development Site") to construct a 860,000 square foot greenhouse as Phase 1, followed by a second 860,000 square foot greenhouse as Phase I1, for an indoor lettuce and herb growing operation; however, the Development Site is not served by water or sewer service. 1.3 BrightFarms has informed the City that it would not require City water service for its operations due to the fact that the presence of chlorine in the City's potable water supply impacts lettuce growth and, therefore, has requested the City to permit it to drill a well at the Development Site and to approve such amendments to the City Code to permit the generation of a water supply from such wells at the Development Site, as specified below in Section 2.8. BrightFarms agrees to obtain any other permits required for the well from any other governmental entity having jurisdiction over the development site. 1.4 The City has investigated the route required to extend sewer services to the Development Site and has determined that the design of, land acquisition for, and construction of approximately 8,500 linear feet of 12", 16" and 30" sanitary sewer interceptor(s) from Rob Roy Creek to the Development Site (the "Project"), and the acquisition of easements necessary for the sewer interceptor, permit fees and engineering design fees are collectively estimated to be a maximum amount of $3,200,000 (the "Project Cost"). The City hereby agrees to obtain BrightFarms' prior written consent before executing any proposed change orders that would increase the Project Cost. 1.5 The City, YBSD and BrightFarms agree that the Project Cost should be proportioned among the parties to this Agreement with each party having the right to recapture portions of the Project Cost, on a pro rats basis in accordance with the initial allocation of the Project Cost shared among the Parties, from future users. 1.6 BrightFarms has completed a traffic study, which has been reviewed and its recommendations validated by the City's engineers. DocuSfgn Envelope ID: 455CF9BA-A54C-47BF-8OA3-AA3DCAF716FF ARTICLE 2: RESPONSIBILITY OF THE PARTIES 2.1 The City has applied to the Community Development Block Grant ("CDBG") Program as established by the U.S. Housing and Development Act of 1974 for a grant in the maximum amount of $1,000,000 for the sewer extension to the Development Site and such other required public infrastructure for the sewer extension. The City further agrees to take all reasonably necessary steps to obtain the CDBG. In the event any funds are received by the City as the result of its CDBG application, the City agrees to remit the entire portion of the grant funds to BrightFarms within 60 days of its receipt. 2.2 BrightFarms and YBSD agree that the City shall be solely responsible for the design and construction of the Project and the acquisition of any necessary easements, subject to the conditions set forth in this Agreement. The parties hereby agree that, after construction and acceptance of the Project by YBSD, the City shall assign any and all easement rights relating to the 30" sanitary sewer interceptor portion of the Project to YBSD and convey the title to the 30" sanitary sewer interceptor portion of the Project to YBSD. 2.3 BrightFarms hereby agrees to pay YBSD all appropriate annexation fees and infrastructure participation fees at the time of the Project's annexation into YBSD. Based on fees in effect in January 2022 and for illustrative purposes only, the current annexation fee is $4,228 per acre. BrightFarms anticipates annexing all 120 acres of the Development Site immediately after the City's and YBSD's respective approvals of this Agreement and will be estimated to owe YBSD $507,360 immediately after the City's and YBSD's approvals. Based on fees in effect of January 2022 and for illustrative purposes only, the current infrastructure participation fee is $4,228 per acre. BrightFarms anticipates developing the Development Site on a phased basis but shall commit to paying the infrastructure participation fees for all 120 acres (i.e. $507,360) to YBSD before the City acquires any easement necessary to construct the Project. YBSD agrees to remit the $507,360 for BrightFarms' infrastructure participation fees to the City (the `BF Infrastructure Fees"), and YBSD shall pay an estimated $158,120 to the City for the purpose of paying YBSD's proportionate share of the total Project Cost (the "YBSD Sewer Interceptor Share") which shall be applied to the cost of the 30" portion of the sanitary sewer interceptor (collectively, the BF Infrastructure Fees and the YBSD Sewer Interceptor Share hereinafter referred to as the "YBSD Contribution)". YBSD acknowledges that the YBSD Sewer Interceptor Share is an estimated amount based on the Project Cost and agrees that the final amount of the YBSD Contribution will be calculated after bidding of the Project. In the event that the Project Cost is increased or decreased pursuant to change orders executed by the City, to pay to the City its proportionate share of any additional amounts that increase the Project Cost within thirty (30) calendar days after YBSD's receipt of a written invoice from the City, or the City shall pay to YBSD its share of any additional change orders that decrease the Project Cost within thirty (30) calendar days after the City's approval of the change order. YBSD shall pay the YBSD Contribution to the City within 30 days from its receipt of BrightFarms' payment of the infrastructure participation fees. 2.4 BrightFarms agrees to contribute an amount equal to the total Project Cost ("BrightFarms Funding Payments"), less the total amount to be paid to the City by YBSD. The BrightFarms Funding Payments shall be payable to the City as stipulated in Paragraph 2.5. DocuSign Envelope ID: 455CF9BA-A54C-47BF-8OA3-AA3DCAE716FF 2.5 A. In addition to the annexation fees and the infrastructure participation fees due to YBSD from BrightFarms as described above in Section 2.3, BrightFarms agrees to be responsible for all BrightFarms Funding Payments, which amounts shall be deposited by BrightFarms prior to the execution of a contract for the construction of the Project (the "Construction Contract") into an escrow account to be managed by the City (the "Construction Deposit"). All payments for the Project shall be made by the City to its construction contractor from the Construction Deposit. The City shall work with BrightFarms in the preparation of the Request for Proposal of the Construction Contract in furtherance of successfully completing the Project by the Target Date (as hereinafter defined). The City shall deliver (i) an executed version of the Construction Contract to BrightFarms; (ii) executed copies of the agreement between the City and its engineering firm and/or design contractor(s) for the Project (the "Engineering Contract"); and, (iii) monthly reports to BrightFarms of all payments made from the Construction Deposit. B. In the event of any change orders resulting in any decrease in the amount due from the City under the Construction Contract, the City shall pay to BrightFarms, from the Construction Deposit, the full amount of any such decrease of the Construction Contract within five (5) business days after the City's receipt of a fully executed Change Order. In the event of any approved increase in the amount due from the City under the Construction Contract due to a change order, BrightFarms shall increase the Construction Deposit within five (5) business days after BrightFarms' receipt of a fully executed Change Order in an amount equal to such increase of the Construction Contract. C. The City agrees to reimburse BrightFarms an amount equal to $150,000, which shall be paid to BrightFarms in four (4) equal annual payments of $37,500. The City shall pay the first reimbursement payment to BrightFarms on the date of completion of the construction of the Project and approval thereof by the City and shall pay each of the remaining reimbursement payments to BrightFarms on the three (3) following anniversaries of such date of completion. 2.6 Upon execution of this Agreement and the calculation of the actual Project Cost after the Project has been completed and accepted, BrightFarms shall be entitled to recapture amount(s) as set forth in the Recapture Agreement, the form of which is attached hereto as Exhibit A. The parties hereby agree that the form of the Recapture Agreement may be modified by the City and BrightFarms, and YBSD agrees it has no rights under the Recapture Agreement, 2.7 BrightFarms shall improve Corneils Road from Eldamain Road to the eastern edge of the Development Site in accordance with the specifications attached hereto as Exhibit B. Prior to an issuance of a certificate of occupancy permit for the first phase of the BrightFarms facility at the Development Site, BrightFarms shall have: (i) Improved Corneils Road from Eldamain Road to the entrance of its facility; and, (ii) Delivered to the City a performance bond from a bonding company acceptable to the City in an amount equal to one hundred twenty percent (120%) of the estimated cost to improve Comeils Road, as provided by the City Engineer, from the entrance of the BrightFarms facility to the eastern edge of the Development Site (the "Corneils Road Final Phase"); it DocuSign Envelope ID: 455CF9BA-A54C-47BF-SOA3-AA3DCAE716FF being understood that the Corneils Road Final Phase shall be improved within three (3) years of the date of the certificate of occupancy for the first phase of BrightFarms facility at the Development Site. 2.8 The City agrees to undertake and agree to make amendments to the City Code which will be necessary to permit the drilling and use of a proposed well in the St. Peter Sandstone of the Ancell Group formation at a depth of approximately 640'. Any further changes to this well or a new well will require City Council approval, approval of which will not be unreasonably withheld. 2.9 The City and its contractors have assessed the Project and indicate that completion of the construction of the sewer by February 1, 2023 (the "Target Date") is feasible. The City and its contractors shall make every reasonable effort to achieve that deadline, reporting to BrightFarms on progress, reviewing any challenges that arise and collaborating fully with BrightFarms in an effort to achieve the Target Date. If the City fails to achieve the Target Date, it will allow temporary permits for alternative arrangements for onsite septic and/or holding tanks, comparable to those that would be permitted on a construction site, to be paid for at BrightFarms' sole cost, until the sewer construction is complete. It is noted that the City is not the permitting agency for septic systems, but the City will use commercially reasonable efforts to assist BrightFarms in securing any necessary permits from the Kendall County Health Department. ARTICLE 3: IN GENERAL 3.1 The term of this Agreement shall commence upon the Effective Date and shall terminate upon completion of the Project and the assignment of all easements and all infrastructure deemed part of the Project to YBSD and the City as follows: (a) Conveyance of the 30" sanitary sewer interceptor and all easements required for its maintenance, repair and replacement to YBSD; and, (b) Acceptance of the 16" and 12" sanitary sewer by the City and retention of all easements required for the maintenance, repair and replacement of said sewers. 3.2 In the event of a breach of this Agreement by any party that is not cured within thirty (30) days after its receipt of written notice of such breach, such breaching party shall be deemed to be in default of this Agreement. In such event, the defaulting party hereby agrees to pay and reimburse the non -defaulting parties for all costs and expenses incurred by them in connection with an action taken to enforce this Agreement, including reasonable attorney's fees and court costs. 3.3 Upon completion of the Project and the operation of the sanitary sewer main serving BrightFarms, BrightFarms agrees to pay the sanitary sewer service fees at the same rate of all other commercial users of sanitary sewer services provided by YBSD and the City. 3.4 This Agreement shall be binding upon and inure to the benefit of the successor of any of the parties hereto and any successor governmental legal entity (governmental or otherwise) DocuSign Envelope ID: 455CF9BA-A54C-47BF-8OA3-AA3DCAE716FF that may assume and perform the duties of any party hereto. Notwithstanding the foregoing, this Agreement shall not be assigned by a party hereto without the prior written consent of the other parties to this Agreement. 3.5 The invalidity of any provisions of this Agreement shall not impair the validity of any other provisions. If any provision of this Agreement is determined by a court of competent jurisdiction to be unenforceable, that provision shall be deemed severed from this Agreement or as otherwise modified by the court. 3.6 This Agreement sets forth the entire understanding of the parties, and may only be amended, modified or terminated by a written instrument signed by the parties. 3.7 This Agreement shall be interpreted and construed in accordance with the laws of the State of Illinois. 3.8 All notices hereunder shall be in writing and must be served either personally or by registered or certified mail, postage prepaid and return receipt requested, or by overnight courier to: To the City: United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Attention: City Administrator To the District: Yorkville -Bristol Sanitary District 304 River Street Yorkville, Illinois 60560 To BrightFarms: Illinois Greenhouse, LLC c/o BrightFarms, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Sean O'Neill, Director of Development With copies to: Cox Enterprises, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Steven Bradley, VP — Cox Cleantech Cox Enterprises, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Erin McCandless, VP — Legal Department, Commercial Operations 3.9 This Agreement is executed in multiple counterparts, each of which shall be deemed to be and shall constitute one and same instrument. DocuSign Envelope ID: 455CF9BA-A54C-478F-8OA3-AA3DCAE716FF [SIGNATURES ON FOLLOWING PAGE] DocuSign Envelope ID: 455CF9BA-A54C-47BF-8OA3-AA3DCAE716FF IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers on the Effective Date. United City of Yorkville, Kendall County, Illinois, a municipal corporation By: Mayor Attest: LE Attest: Secretary Yorkville -Bristol Sanitary District President Illinois Greenhouse, LLC and BrightFarms, Inc. DoeuSigned by: BY: C� PW d1nRrRFR4R4FR BrightFarms, Inc., its Managing Member 6ocu5igned by: J rw By: _5F141 DBC6F6464EJ3 Name: Stephen Platt, Chief Executive Officer Attest: UocuSigned1r$Ibily.: Secretary (DocuSign Envelope ID: 455CFgBA-A54C-47BF-80A3-AA3DCAE716FF IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers on the Effective Date. United City of Yorkville, Kendall County, Illinois, a municipal corporation By: Mayor Attest: Yorkville -Bristol Sanitary District By: President Attest: Secretary Illinois Greenhouse, LLC and BrightFarms, Inc. oo,sgr d by: BTy FS) i°W BrightFarms, Inc., its Managing Member Loocualg"dt)y: B : I Pwf y F 141 OBC6F34UEB Name: Stephen Platt, Chief Executive Officer Attest, �oxuswn.a or- i Secretary DocuSign Envelope ID 455CF98A-A54C-47BF-8OA3-AA3DCAE716FF EXHIBIT A RECAPTURE AGREEMENT [SEE ATTACHEDI DocuSign Envelope ID: 455CF9BA-A54C-47BF-BOA3-AA3DCAE716FF RECAPTURE AGREEMENT THIS RECAPTURE AGREEMENT ("Agreement"), is made and entered as of the 1 Oth day of May, 2022, by and between the United City of Yorkville, Kendall County, Illinois (the "City") and Illinois Greenhouse LLC, a Delaware limited liability company and subsidiary of BrightFarms, Inc., a Delaware corporation ("BrightFarms"). RECITALS: A. The City, BrightFarms and the Yorkville -Bristol Sanitary District, an independent municipal corporation organized under the Illinois Sanitary District Act of 1017 (the "YBSD") have shared the cost and expense to design and construct all mains, devices and any other equipment and appurtenances thereto required in connection with the extension of the City's sewer system (the "Sewer System"), as depicted on Exhibit A and serving the area legally described on Exhibit B, both Exhibits being attached hereto. B. The City and BrightFarms desire to recapture their respective contributions to the costs of constructing the Sewer System which will provide sewer service from the City to properties along the route as depicted on Exhibit A and as identified by parcel number on Exhibit C attached hereto (the "Benefitted Properties"). C. The City and BrightFarms are desirous of entering into this Agreement to provide for the fair and allocable recapture from owners of the Benefitted Properties (each being an "Owner") of a proportion of their costs to provide the Benefitted Properties with the Sewer System, subject to the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the foregoing recitals and the mutual covenants hereinafter set forth, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the parties hereto, the parties hereby agree as follows: Section 1. Recapture Costs. An estimate of the costs to construct the extension of the Sewer Service is set forth on Exhibit D attached hereto (the "Recapture Costs"). Upon completion of the construction of the Sewer System and acceptance by the City, an itemized list of the actual costs shall be attached hereto as Exhibit E (the "Final Project Costs"). Section 2. Benefitted Properties. Each Benefitted Property is eligible to connect to the Sewer System upon satisfaction of the conditions hereinafter set forth. It is understood that at any time any one of the Benefitted Properties is subdivided into two or more parcels, all of such parcels shall be deemed to be added to the list of Benefitted Properties for purpose of receiving any potential benefit from a connection to the Sewer System. DocuSign Envelope ID: 455CF9BA-A54C-47BF-BOA3-AA3DCAE716FF Section 3. Condition Precedent to Connection. A Benefitted Property shall not be eligible to connect to the Sewer System unless the Owner has either annexed to the City or entered into a pre -annexation agreement with the City. Section 4. Recapture Cost Allocation. The City and BrightFarms shall establish the equitable share of the Recapture Costs to be allocated to each Benefitted Property based upon the Final Project Costs. The proportionate share of the cost of the Sewer System to be allocated to a Benefitted Property shall be based upon projected population equivalent ("PE") for the use to be served. Once Final Project Costs are known and certified, a cost per PE shall be established and referred to herein as the "Recapture Allocation". For purposes of this Agreement, and based on standard engineering practices, one PE shall be equal to 100 gallons of water per person per day. Section 5. Collection of Recapture Costs. The City shall assess against and collect from the Owner of a Benefitted Property, or any portion thereof, his or her successors and assigns, the Recapture Costs as allocated to such Benefitted Property. At such time as an Owner annexes and/or subdivides a Benefitted Property, or any portion thereof, or subdivides the Benefitted Property from a larger parcel of land or applies to the City for issuance of a permit for connection to the Sewer System, whichever shall first occur, the City shall collect from such Owner, or its agent or representative, the applicable Recapture Costs, owed hereunder by such Benefitted Property. No Benefitted Property shall be issued a connection permit to the Sewer System until such Benefitted Property has fully paid the allocated Recapture Cost owed by such Benefitted Property under this Agreement. Section 6. Obligation of the City. Upon annexation of any Benefitted Property to the City, the City's officers, employees and agents shall make all commercially reasonable efforts to collect the Recapture Costs as calculated for each Benefitted Property payable to the City. The City and BrightFarms shall share the funds collected calculated upon their proportionate costs each contributed to the design and construction of Sewer System. Section 7. City's Collection of other Fees and Charges. Nothing contained in this Agreement shall limit or in any way affect the rights of the City to collect other fees and charges pursuant to City ordinances, resolutions, motions, and policies. The Recapture Costs provided for herein for each Benefitted Property are in addition to such other City fees and charges. Section S. Term. This Agreement shall remain in full force and effect for a period of twenty (20) years from the date hereof, unless sooner terminated. In the event no portion of a Benefitted Property and no connection permit as aforesaid is issued by the City for such Benefitted Property within twenty (20) years following the date of this Agreement, this Agreement, and each and every duty and undertaking set forth herein pertaining to such Benefitted Property, shall become null and void and of no further force and effect as to such Benefitted Property. DocuSign Envelope ID: 455CF9BA-A54C-47BF-8OA3-AA3DCAE716FF Section 9. Lien. This Agreement shall be recorded against the Benefitted Properties upon completion of the Sewer System and acceptance by the City and the attachment of Exhibit E with the actual costs of the Sewer System. The recordation by the City of this Agreement against the Benefitted Properties shall create and constitute a lien against each Benefitted Property, and each subdivided lot hereafter contained therein, in the amount of the Recapture Costs, plus interest, applicable hereunder to such Benefitted Property. Section 10. Miscellaneous Provisions. A. Agreement: This Agreement may be amended upon the mutual consent of the parties hereto from time to time by written instrument and in conformity with all applicable statutory and ordinance requirements and without the consent of any other person or corporation owning all or any portion of the Benefitted Properties. B. BindingE: Except as otherwise herein provided, this Agreement shall inure to the benefit of and be binding upon the successors and assigns of the Owner of a Benefitted Property. C. Enforcement: Each party to this Agreement, and their respective successors and assigns, may either in law or in equity, by suit, action, mandamus, or other proceeding in force and compel performance of this Agreement. D. Recordation: A true and correct copy of this Agreement shall be recorded with the Stephenson County Recorder's office by the County at its sole cost. This Agreement shall constitute a covenant running with the land and shall be binding upon the Benefitted Properties in accordance with the terms and provisions set forth herein. E. Notices: Any notice required or desired to be given under this Agreement, unless expressly provided to the contrary herein, shall be in writing and shall be deemed to have been given on the date of personal delivery, on the date of confirmed telefacsimile transmission provided a hard copy of such notice is deposited in the U.S. mail addressed to the recipient within twenty-four hours following the telefacsimile transmission, or on the date when deposited in the U.S. Mail, registered or certified mail, postage prepaid, return receipt requested, and addressed as follows: With a copy to: United City of Yorkville Kathleen Field Orr 800 Game Farm Road Kathleen Field Orr & Associates Yorkville, Illinois 60560 2024 Hickory Road, Suite 205 Attn: City Administrator Homewood, Illinois 60430 DocuSign Envelope ID: 455CF9BA-A54C-47BF-8OA3-AA3DCAF716FF Illinois Greenhouse, LLC c/o BrightFarms, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Sean O'Neill, Director of Development with a copy to: Cox Enterprises, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Steven Bradley, VP — Cox Cleantech Cox Enterprises, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Erin McCandless, VP — Legal Department, Commercial Operations F. Severability: The invalidity or unenforceability of any of the provisions hereof, or any charge imposed as to any portion of the Benefitted Properties, shall not affect the validity or enforceability of the remainder of this Agreement or the charges imposed hereunder. G. Complete Agreement: This Agreement, including the Exhibits, contains all the terms and conditions agreed upon by the parties hereto with respect to the subject matter of this Agreement, and no other prior agreement regarding the subject matter of this Agreement shall be deemed to exist to bind the parties. This Agreement shall be governed by the laws of the State of Illinois. H. Captions and Paragraph Headings: Captions and paragraph headings incorporated herein are for convenience only and are not part of this Agreement, and further shall not be used to construe the terms hereof. I. Recitals and Attachments: The recitals set forth at the beginning of this Agreement and the exhibits attached hereto are hereby incorporated into this Agreement and made a part of the substance hereof. J. Governing Law; Enforceability: This Agreement shall be interpreted and construed in accordance with the laws of the State of Illinois. This Agreement shall be enforceable in the Circuit Court of Kendall County, Illinois by any of the parties hereto by an appropriate action of law or in equity to secure the performance of the covenants herein contained. [SIGNATURE PAGE TO FOLLOW] DocuSfgn Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF IN WITNESS WHEREOF, the Parties have executed this Agreement as of the dates set forth below their respective signatures, to be effective as of the Effective Date. United City of Yorkville Attest: / y By. By. Mayor City lerk Date: , 2022 Illinois Greenhouse, LLC By: BrightFarms, Inc., its Managing Member By: 5DocuSignetl by: 1 Pwf Step en'CLPJa , Chief Executive Officer Attest: DocuSlgnetl By: Exhibit A Nf� 2,000 1,000 0 2,000 Feet W {y E ``�``�iS��.�rff// yx ANN MARIE NP GEMANN TRJST u S NAG.ENANN FAMILY yy � o m �H tmnp i� 3o n Q YARY IWEN Ro3='oKPL rAMNY rRVST F r A15U1 OY 2QS �{ GARY & BETFY � �! eeNNLTf ROSEN WINKEL FAMILY ANN RIENAOEMAN AugMANFRyISFETALSOt NaMEMaNN FAMLY IRIIST nsi S w a vg FARIGHT MS F ' Corneils JOHN MEYER f Nathan [} dOHN MEYER f d 0 'E FIVE H LLC rm cj av HAMMAN DON & CAROL w # _ f ro Fontana Commercial m Legend CreSlwood c a S,ad�,-Wood .nmlmnRlrn 8uombdh -PROPOSED SANITARY SEWER .N,,,,.,,..N..N EXISTING SANITARY SEWER 'M N SERVICE AREA �Af■ - YORKVILLE LIMITS hr- co.wcnxe encrnecuc © 9aavae"nip, aNOAo mN nw l rorlwrne awe CORNErtS ROAD INTERCEPTOR SEWER EXHIBIT A PRO]ECT SERVICE AREA mEcrxo. rox, a x<iseue�lr�/o.xvuFrewrr grHerPrHaa I�%swe w�.i..waa.Kum xs5el ss�3w rblfxerWn]e3w VNRE6 CIlY OFYOM"VILLE KENnn„ [OIINTY, iLLIN0I5 �� Exhibit B Exhibit B THAT PART OF SECTIONS 7, 8, 17 AND 18, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 18; THENCE SOUTH ALONG THE EAST LINE OF SAID NORTHWEST QUARTER, 926.62 FEET; THENCE WESTERLY AT AN ANGLE OF 89 DEGREES 52 MINUTES 45 SECONDS MEASURED COUNTERCLOCKWISE FROM THE LAST DESCRIBED COURSE, 163.69 FEET; THENCE SOUTHERLY, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 252.72 FEET; THENCE EASTERLY, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 164.12 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER; THENCE SOUTHERLY ALONG SAID EAST LINE, 249.67 FEET TO THE NORTH LINE OF THE COMMONWEALTH EDISON PARCEL HAVING A PIN OF 02-18-100-006; THENCE WESTERLY ALONG SAID NORTH LINE TO THE EAST LINE OF ELDAMAIN ROAD; THENCE NORTHERLY ALONG THE EAST LINE OF ELDAMAIN ROAD TO THE NORTH LINE OF SAID SECTION 7; THENCE EASTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 7; THENCE SOUTH ALONG SAID WEST LINE, 208.00 FEET: THENCE EAST PERPENDICULAR TO SAID WEST LINE, 208.00 FEET; THENCE NORTH PARALLEL TO SAID WEST LINE, 213.90 FEETTO THE NORTH LINE OF SAID SECTION 7: THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 7 TO A POINT ON SAID NORTH LINE WHICH IS 85.68 FEET WESTERLY OF THE NORTHEAST CORNER OF THE WEST HALF OF SAID NORTHEAST QUARTER, SAID POINT BEING ON THE EAST LINE OF THE COMMONWEALTH EDISON PARCEL HAVING A PIN OF 02-07- 200-003; THENCE SOUTHERLY ALONG SAID EAST LINE TO THE NORTHWEST CORNER OF A PARCEL OF LAND DESCRIBED AS PARCEL 3 IN DOCUMENT 201700012660; THENCE THE FOLLOWING (5) COURSES ALONG THE NORTH LINES OF SAID PARCEL; THENCE EASTERLY 137.17 FEET ALONG A LINE PERPENDICULAR TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 7 TO THE WEST LINE OF THE EAST HALF OF SAID NORTHEAST QUARTER; THENCE SOUTHERLY, 646.01 FEET ALONG SAID WEST LINE; THENCE EASTERLY PARALLEL TO THE SOUTH LINE OF SAID EAST HALF, 807.14 FEET; THENCE NORTHERLY PARALLEL WITH THE EAST LINE OF SAID EAST HALF, 1051.29 FEET; THENCE EASTERLY, PARALLEL WITH THE NORTH LINE OF SAID EAST HALF, 514.86 FEET TO THE WEST LINE OF SAID SECTION 8; THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION 8 TO A POINTTHAT IS 1126.52 SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 8; THENCE EASTERLY 2655.97 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 8 THAT IS 1124.58 FEET SOUTH OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH ALONG THE EAST LINE OF SAID NORTHWEST QUARTER AND THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTIONS TO THE CENTERLINE OF ROB ROY CREEK; THENCE SOUTHWESTERLY ALONG SAID CENTERLINE TO A LINE BEING PERPENDICULAR TO THE WEST LINE OF SAID SECTION 17, AND LYING 11.66 CHAINS NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 17, AS MEASURED ALONG THE WEST LINE OF SAID SECTION 17; THENCE WESTERLY ALONG SAID PERPENDICULAR LINE TO THE EAST LINE OF SAID SECTION 18; THENCE WESTERLY TO A POINT IN THE CENTERLINE OF BEECHER ROAD, SAID POINT BEING 31.66 CHAINS NORTH OF THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 18; THENCE NORTH ALONG SAID CENTER LINE TO THE NORTH LINE OF SAID SECTION 18; THENCE WEST ALONG THE NORTH LINE OF SAID SECTION 18 TO THE POINT OF BEGINNING ALL IN KENDALL COUNTY, ILLINOIS. Exhibit C 02o7-lpp opz 9 1. o m N OZ•07-200.001 _ g 02-07-100A08 q o 4 4 4 a c 02-08-1 WOOS 00-006 4 02-07-300-OOS 02.07400-002 N ass 0 9 BRIGHT Y q a W FA 4 q o o � 4 02-07.300.004 a 4 4 N N _ 02-0ea00-Dp2 OZ16-20p-003 02-17-100-001 j �V 02-17-100-004# 02-18-100-004 02-18-100-003 ym 02-18-200-004 j f 000 1,000 0 02-08-100-007 02-08-300-011 pNathan v c� U _ Legend Snauuw"",- nin�unnF sbamhah -PROPOSED SANITARY SEWER ........... EXISTING SANITARY SEWER SERVICE AREA YORKVILLE LIMITS - - rn �t MGIMohIle� enpinmriny en[erorrses, ��. umna cuy or rorM.m. mEcs xo CORNLS ROAD EXHIBIT D © sx nm.w xo.eews..� eosx �k.��wsso x . W,m mss. I�o)ssr�ssa INEITFRCEPTOR SEWER PA RCEL NU146ER5 It of+Warool......a..e,w� snp Nvmw_w�Lv.e iLus MHDA CCOU0 , ILLI NIB I(ENaALL [GVNi1', ILLIM1'OIS 2,000 Exhibit D JOB NO: Y02116-DR DESIGNED: NLS DATE: January 19, 2022 PROJECT TITLE: Bright Farms Preliminary Cost Estimate - Sanitary ITEM UNIT NO. ITEM UNIT QUANTITY PRICE AMOUNT 1 SEWER CONSTRUCTION - PIPE SEWERS, 12" PVC LF 700 $ 150.00 $ 105,000.00 2 SEWER CONSTRUCTION - PIPE SEWERS, 16" PVC LF 6,450 $ 175.00 $ 1T128,750.00 3 SEWER CONSTRUCTION - PIPE SEWERS, 30" PVC LF 1,300 $ 275.00 $ 357,500.00 4 BORE AND JACK 42" STEEL CASING PIPE LF 50 $ 1,000.00 $ 50,000.00 5 CONNECT TO EXISTING SANITARY SEWER EACH 1 $ 5,000.00 $ 5,000.00 6 TYPE A SANITARY MANHOLE 4' DIAMETER, TYPE 1 FRAME CLOSED LID EACH 2 $ 6,000.00 $ 12,000.00 7 TYPE A SANITARY MANHOLE 5' DIAMETER, TYPE 1 FRAME CLOSED LID EACH 17 $ 7,500.00 $ 127,500.00 8 1 TYPE A SANITARY MANHOLE 6' DIAMETER, TYPE 1 FRAME CLOSED LID EACH 3 $ 9,000.00 $ 27,000.00 9 IFOUNDATION MATERIAL CY 160 $ 50.00 $ 8,000.00 10 SELECT GRANULAR BACKFILL CY 90 $ 50.00 $ 4,500.00 11 SANITARY SEWER AIR TEST LS 1 $ 25,000.00 $ 25,000.00 12 SANITARY SEWER DEFLECTION TEST LS 1 $ 12,750.00 $ 12,750.00 13 MANHOLE VACUUM TESTING LS 1 $ 9,000.00 $ 9,000.00 14 TELEVISING SANITARY SEWER LS 1 $ 12,750.00 $ 12,750.00 15 TOPSOIL, STRIP, STOCKPILE AND REPLACEMENT LS 1 $ 126,750.00 $ 126,750.00 16 SOIL EROSION AND SEDIMENTATION CONTROL LS 1 $ 10,000,00 $ 10,000.00 17 MISC. REMOVALS LS 1 $ 10,000.00 $ 10,000.00 18 TRAFFIC CONTROL AND PROTECTION LS 1 $ 30,000.00 $ 30,000.00 SUBTOTAL $ 2,061,500.00 CONTINGENCY (20%) $ 412,300.00 TOTAL $ 2,473,800.00 DESIGN ENGINEERING (8%) $ 198,000.00 CONSTRUCTION ENGINEERING (8%) $ 198,000.00 TOTAL PRELIMINARY COST ESTIMATE $ 2,869,800.00 NOTES: SANITARY MANHOLE EVERY 400' 09112 MINIMUM 3' CO VER 6' WIDE UTILITY TRENCH BACKFILL BORE AND JACK UNDER ROB ROY CREEK SANITARY SEWER INSTALLED THROUGH EXISTING FARMFIELDS - EASEMENT TO BE OBTAINED SELECT GRANULAR BACKFILL UNDER AND WITHIN 2' OF STRUCTURE FOUNDATION MATERIAL IS ASSUMED QUANTITY G:SPubliclYorkville120211Y02116-DR Bright Farms\Eng\PCE_Bnght Farms_2022-02-09_Sanitary Breakdown Exhibit E FINAL PROJECT COSTS FEBRUARY 17, 2025 FINAL CONSTRUCTION COST - TOTAL PROJECT $ 3,003,854.45 - NOTE YBSD PAID FOR 30" SANITARY SEWER FINAL EASEMENT ACQUISITION COSTS $ 67,600.00 FINAL DESIGN ENGINEERING COSTS $ 198,524.36 FINAL CONSTRUCTION ENGINEERING COSTS $ 189,571.68 TOTAL FINAL COST $ 3,459,550.49 RECAPTURE CALCULATION (16" and 12" PROJECT RELATED COSTS) FINAL CONSTRUCTION COST 16" SANITARY FINAL CONSTRUCTION COST 12" SANITARY FINAL EASEMENT ACQUISITION COSTS - 16" SANITARY FINAL DESIGN ENGINEERING COSTS - 16" SANITARY FINAL DESIGN ENGINEERING COSTS - 12" SANITARY FINAL CONSTRUCTION ENGINEERING COSTS - 16'' SANITARY FINAL CONSTRUCTION ENGINEERING COSTS - 12" SANITARY TOTAL FINAL COST (16" AND 12" SANITARY) MINUS BRIGHTFARMS CONTRIBUTION - 16" SANITARY MINUS BRIGHTFARMS CONTRIBUTION - 12" SANITARY MINUS BRIGHTFARMS CONTRIBUTION EASEMENTS TOTAL RECAPTURABLE COSTS TOTAL SERVICE AREA PROJECTED PE (16" & 12" SANITARY) TOTAL RECAPTURE COST / PE $ 1,908,374.50 $ 201,906.95 $ 67,600.00 $ 126,124.23 $ 13,344.00 $ 120,436,51 $ 12,742.24 $ 2,450,528.44 $ (323,240.29) $ (193,794.22) $ (10,140.00) $ 1,923,353.94 7,869 $ 244.42 63.5%o 6.7Yo 100.0% 63.5% 6.7% 63.5% 6.7% 15.0% 85.0% 15.0% DocuSign Envelope ID: 455CF9BA-A54C-47BF-SOA3-AA3DCAE716FF EXHIBIT B DEVELOPMENT PLAN / SURVEY [SEE ATTACHED] cli Memorandum To: Bart Olson, City Administrator EST. 1836 From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works p Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director C CE Date: April 6, 2022 Subject: Bright Farms — Traffic Study Review We have reviewed the Traffic Impact Study dated March 30, 2022 prepared by San Schwartz Consulting, LLC and find it to be in conformance with City standards. The study reviewed the following projected traffic volumes from the development: AM Peak Hour PM Peak Hour Land Use Vehicle Type Independent Variable Daily IN OUT TOTAL IN OUT TOTAL Cars 261 employees 1,080 75 20 95 75 45 120 Greenhouses Trucks 4 modules 100 5 - 5 - 5 5 1,803,100 SF Total 1,180 80 20 100 75 50 125 trips generated are based on counts from a similar existing facility in Rochelle, II_. As shown, the proposed development is expected to generate 100 total trips during the morning peak hour of adjacent street traffic and 125 trips in the evening peak hour. Approximately five trucks are projected in or out of the site during these typical peak hours. Based on the projected peals hour traffic and total volume of traffic, the following improvements are recommended: • A northbound right -turn lane providing a 215-foot storage bay and a 220-foot taper should be constructed on Eldamain Road at its intersection with Corneils Road. Note that this will require a permit from Kendall County. • The site access driveway should operate under minor -leg stop control and provide a single inbound lane and one outbound lane. In addition, no additional turn lanes are necessary beyond what is existing on the Corneils leg at its intersection of Eldamain Road. Corneils Road should be reconstructed across the frontage of the property as required by City Code. A cross section of the proposed improvements required is attached. If you have any questions or require additional information, please let us know. PlaQ:January 2SmDOE« AMByKris R=g- Tab: &a4- Area 4-&5„ ( A ' ) zA § # ® \ ®d EQ M ¥ e § \� /\ | j �� _ 0-4 | § � &]$3� 2 ° n&�� \ > ) �§m> a 0 0 Ln § a C, - ) j M \ \ \ ¥ �z> k ) § 0 @ m O F g 2 2 m \ ® a A -- -—#—mob z § � 2 < a-, )\ k\ gk �§ 9 § 13 7) _ C3§ cn (> §3 m n ° ; -1 a, z%/n°, m 0 am« \ z ID ; ' 0 //A2 0 it Cl) o „ � tE 200> (\M§ �`rn \CD R §= �<_ 2 J §® �0 «i)rn ma ;�52 >C3 P.2 C z� 0 \j}\ /(n N> omK Z § i F) / r )7 , � � 2 HOO!, ni � � PatBE\o+Pmam-Y mKMLEE\2o2\Yoa,sow seEr k2,6-rPSEC2As TRAFFIC IMPACT STUDY Proposed Industrial Greenhouse Building — Yorkville, Illinois March 30, 2022 Jacob & Hefner Associates, Inc. Sam 1333 Butterfield Road, Suite 300 Downers Grove, Illinois 60515 Schwartz Traffic Impact Study — Proposed Industrial Greenhouse Building Sam March 30. 2022 Schwartz Table of Contents 01. Introduction........................................................................................2 02. Existing Conditions...........................................................................4 2.1. Area Land Uses & Connectivity...............................................................................4 2.2. Existing Street Characteristics.................................................................................4 2.3. Existing Traffic Volumes...........................................................................................6 2.4. Existing Intersection Operations.............................................................................9 03. Future Conditions............................................................................12 3.1. Eldamain Road Extension Plans............................................................................12 3.2. No -Build Traffic Volumes........................................................................................12 3.3. Site Development Plan............................................................................................14 3.4. Trip Generation........................................................................................................14 3.5. Directional Distribution...........................................................................................16 3.6. Trip Assignment & Build Traffic Volumes.............................................................16 3.7. Future Intersection Operations.............................................................................. 21 04. Recommendations and Conclusions .............................................25 APPENDIX................................................................................................. 26 Traffic Impact Study — Proposed Industrial Greenhouse Building Sam March 30, 2022 Schwartz 01. Introduction Sam Schwartz Consulting, LLC (Sam Schwartz) was retained by Jacob & Hefner Associates to conduct a traffic impact study for an industrial greenhouse development proposed on the northeast corner of Eldamain Road at Corneils Road in Yorkville, Illinois. The site is currently used for agricultural purposes. An aerial view of the study area can be seen on Figure 9. As proposed, a four -module greenhouse building would be constructed totaling approximately 1.80 million square feet. The greenhouse would be occupied by an end -user that grows produce for distribution to retail locations. Access to the greenhouse would be provided via a single access driveway along Corneils Road. A site plan is included in the Appendix. The following report documents Sam Schwartz's methodology regarding data collection, traffic forecasting, and analyses for this study. samschwartz.com Page 2 Traffic impact Study — Proposed Industrial Greenhouse Building Sam March 30, 2022 Schwartz 02. Existing Conditions Sam Schwartz conducted field visits to collect relevant information pertaining to the site, the surrounding street network, traffic volumes, traffic controls, lane geometry, and infrastructure at the study intersections. Based on these characteristics, existing intersection capacity was evaluated to establish baseline operational conditions for the study area. This section of the report provides a description of these existing conditions. 2.1. Area Land Uses & Connectivity Located on the northeast quadrant of the intersection of Eldamain Road and Corneils Road, the subject parcel is currently used for agriculture. US Route 34 (US 34) is located approximately two miles south of the site and provides regional connectivity. Also providing regional connectivity, Illinois Route 47 (IL 47) is located approximately two miles east of the site. Interstate 88 (1-88) is located approximately 10 miles north of the site and can be accessed via interchanges with IL 47 (full access) and Illinois Route 56 (access to/from the east only). Land uses in the area are generally agricultural and industrial in nature. There is a concrete and material supplier (Grundy Redi-Mix) located south of the subject site on the west side of Eldamain Road and a Menard's distribution center further south along Eldamain Road. Additionally, there is an electrical substation located on Corneils Road directly east of the site and a residential area approximately one and one -quarter miles south of the site. 2.2. Existing Street Characteristics Field data collection was performed along the primary study roadways of Eldamain Road, Ashe Road, Corneils Road, US 34, Galena Road, and the private driveway to the Grundy Redi-Mix facility (hereafter referred to as "Existing Grundy Access") located on the southwest quadrant of Eldamain Road/Corneils Road. Descriptions of these roadways are provided below. Eldamain Road is a north -south minor arterial roadway that provides one lane in each direction and a barrier median through the study area. At its signalized intersection with US 34, the northbound and southbound approaches each provide an exclusive left -turn lane, one through lane, and a dedicated right - turn lane. At its signalized intersection with Galena Road, the northbound approach provides a dedicated left -turn lane, a through lane, and an exclusive right -turn lane. The southbound approach at this intersection is Ashe Road, which is described further in the following paragraph. At its intersection with Corneils Road, the northbound and southbound approaches of Eldamain Road each provide a dedicated left -turn lane and a shared through/right-turn lane. Lastly, at its intersection with Existing Grundy Access, the northbound approach provides a dedicated left -turn lane and a through lane, while the southbound approach provides a through lane and an exclusive right -turn lane. A 45 MPH speed limit is posted on Eldamain Road in the study area. Eldamain Road is under the jurisdiction of the Kendall County Highway Department and its Annual Average Daily Traffic (AADT) is 7,900 vehicles, based on an Illinois Department of Transportation (IDOT) count from 2019. Ashe Road is a north -south minor arterial roadway that provides one lane in each direction. Ashe Road serves as a continuation of Eldamain Road north of its terminus at Galena Road. At its signalized intersection with Galena Road, the southbound approach of Ashe Road provides an exclusive left -turn samschwartz.com Page 4 Traffic Impact Study — Proposed Industrial Greenhouse Building Sam March 30, 2022 Schwartz lane, one through lane, and a dedicated right -turn lane. Ashe Road is under the jurisdiction of Bristol Township, and there is no speed limit posted. For the purposes of this study, it is assumed to operate with a speed limit of 45 MPH, which is the posted speed limit on Eldamain Road. AADT is 6,300 vehicles, based on an IDOT count from 2019. Corneils Road is an east -west local roadway that intersects with Eldamain Road at the subject site and provides one lane in each direction near the study area. At its intersection with Eldamain Road, the westbound approach operates under minor -leg stop control and provides an exclusive left -turn lane and a shared through/right-turn lane. The eastbound approach at this intersection is used as an unpaved access to a farm on the west side of Eldamain Road; based on its functional operations and negligible traffic volumes, this driveway was assumed to provide one shared left-turn/through/right-turn lane and a single receiving lane. At this location, Corneils Road is under the jurisdiction of the United City of Yorkville and does not have a posted speed limit. For the purposes of this study, it is assumed to operate with a speed limit of 55 MPH, based on Section 11-601(d) of the Illinois Vehicle Code. There is signage posted along Corneils Road prohibiting trucks heavier than eight tons. The AADT on Corneils Road is 1,300 vehicles, based on an [DOT count from 2019. US Route 34 is an east -west principal arterial roadway that provides two lanes in each direction and intersects Eldamain Road approximately two miles south of the subject site. At its signalized intersection with Eldamain Road, the eastbound and westbound approaches of US 34 each provide a dedicated left - turn lane, two through lanes, and an exclusive right -turn lane. US 34 has a posted speed limit of 45 MPH and is under the jurisdiction of the Illinois Department of Transportation (IDOT). The AADT on US 34 in this area is 15,000 vehicles, based on an IDOT count from 2019. Galena Road is an east -west minor arterial roadway that provides one lane in each direction and intersects Eldamain Road approximately one and a half miles north of the subject site. At its signalized intersection with Eldamain Road, the eastbound and westbound approaches each provide an exclusive left -turn lane, one through lane, and a dedicated right -turn lane. Galena Road is under the jurisdiction of the Kendal[ County Highway Department and does not have a posted speed limit. For the purposes of this study, it is assumed to operate with a speed limit of 55 MPH. Galena Road has an AADT of 6,800 vehicles, based on an IDOT count from 2019. Existing Grundy Access is a private driveway serving the Grundy Redi-Mix facility on the southwest quadrant of Eldamain Road and Corneils Road. This driveway provides a shared left-turn/right-turn lane and operates under minor -leg stop control at its intersection with Eldamain Road. 2.3. Existing Traffic Volumes The current state of area traffic conditions has been affected by the COViD-19 pandemic, resulting in changes to daily travel behaviors. Traffic volumes throughout the region have therefore been impacted and require a comparison against historical data to provide a more reliable basis for traffic analyses. This section describes how baseline traffic volumes were derived. Sam Schwartz conducted intersection turning movement counts (TMCs) in July 2021 at the following locations: • Eldamain Road/Ashe Road and Galena Road • Eldamain Road and Corneils Road samschwartz.com Page 5 Traffic Impact Study — Proposed Industrial Greenhouse Building March 30, 2022 Eldamain Road and Existing Grundy Access Eldamain Road and US 34 Sam Schwartz Counts were performed during the weekday morning and weekday evening periods (6:00-9:OOAM and 3:00-6:OOPM) to coincide with the peak activity on the area roadway network. Counts for the three southern intersections were obtained on a Wednesday and counts at Eldamain Road and Galena Road were obtained on the following Tuesday. The counts showed only minor volume differences along Eldamain Road. Based on the resulting count data, peak hours occurred from 7:30-8:30AM and from 3:15-4:15PM during the weekday morning and weekday evening peak periods, respectively. The 2021 counts show that northbound and eastbound traffic volumes are generally higher in the morning peak hour, whereas southbound and westbound traffic volumes are higher in the evening peak hour, suggesting a commuter travel pattern for residential areas to the south and west. Overall traffic in the area is heavier in the evening peak hour than the morning peak hour, particularly along US 34. To supplement the peak period counts and account for the current pandemic, Sam Schwartz obtained historical Average Daily Traffic (ADT) data on Ashe Road and US 34 from the IDOT website for the most recent reporting years (2018 for Ashe Road and 2019 for US 34). Sam Schwartz sorted the historical data by hour and selected the peak bidirectional traffic volumes during both the weekday morning and evening peak periods. These volumes were compared to the peak hour volumes collected as a part of this study's data collection effort during the morning and evening peak periods. The volumes are summarized in Table 1. Table 1. Bidirectional Traffic Volume Comparison Field -Collected Historical Peak Bidirectional Bidirectional Variance Growth Roadway Hour Traffic Volume Traffic Volume [A] _ [B] x 100 Factor [A]' [B32 [A] AM 435 475 -9.2% 1.09 Ashe Road PM 568 537 5.5% 0.95 AM 1,031 883 14.4% 0.86 US 34 PM 1 1,739 1 1,682 3.3% 1 0.97 Represents Bidirectional Volume data collected by Sam Schwartz, Year 2021. 2 Represents IDOT Bidirectional Volume collected in 2018 and 2019. As shown above, 2021 hourly weekday volumes on the analyzed roadways were generally found to be up to 14 percent higher than historical counts. The one exception is along Ashe Road during the morning peak hour. Given the results of the comparison in Table 1, the traffic volumes on most study roadways were not adjusted to account for pandemic -related reductions in travel. However, a 1.09 growth factor was applied to all movements to and from the north leg of Ashe Road at Galena Road in the morning peak hour. This same growth factor was also applied to all through movements along Eldamain Road, since historical hourly bidirectional counts were not available on this roadway. The volume network was balanced where applicable throughout the study area. Based on these assumptions, a baseline Year 2021 volume network was established. The resulting traffic volumes at samschwartz.com Page 6 Traffic Impact Study — Proposed Industrial Greenhouse Building March 30. 2022 Sam Schwartz each intersection during the weekday morning and weekday evening peak hours are illustrated in Figure Z. Summaries of the raw TMC counts and the historical IDOT ADT data are contained in the Appendix. samschwartz.com Page 7 a� s tA a Z5 ��O -Z 10 o. � (10) f 65 (155) 55 (100) Galena Rd. (50) 100 —! (90) 115 —► ,, ,2 ,, (34) 35 r Q�Ln Ln 00Ln n 00 m i � v L Existing Farm Access 1 10 (5) i— 10 (35) (-)-� I LnO V) O N p V N v Existing Grundy Access (15) 15 (10) 5 � �a Ln m vo CO N O Ln Ln _m �— 85 (90) 00 rn o f 255 (620) L 30 (105) US Route 34le 1 0 70) 150 —� (545) 495 (60) 35 N n inoo C E M M Sam W Schwartz Corneils Rd. . SITE T Not to Scale xx = Weekday AM Peak Hour (7:30 - 8:30 am) (xx) = Weekday PM Peak Hour (3:15 - 4:15 pm) 77 = Existing/Assumed Stop Sign ® = Existing Traffic Signal = Less than Five Vehicles Figure 2 Existing Traffic Volumes Traffic Impact Study — Proposed Industrial Greenhouse Building March 30. 2022 2.4. Existing Intersection Operations Sam Schwartz The operational effectiveness of transportation facilities is measured in terms of Level of Service (LOS). LOS ranges from LOS A to LOS F, with LOS A being the best level of operation for an intersection and LOS F being the worst. LOS A represents free -flow conditions where motorists experience a high level of comfort and convenience. LOS E represents saturated or at -capacity conditions, and LOS F represents oversaturated conditions. LOS at a signalized intersection is defined in terms of average control delay (measured in seconds per vehicle), which is the portion of total delay experienced by a motorist that is attributable to the traffic signal. LOS A describes operations with minimal delays (up to 10 seconds per vehicle on average), while LOS F describes operations with delays in excess of 80 seconds per vehicle. At intersections with long cycle lengths, the quantity of red time that is allocated to an approach or movement may near or exceed that 80-second threshold, increasing the likelihood of poor LOS. The LOS criteria for signalized intersections, as defined in the Highway Capacity Manual Sixth Edition (HCM), are provided in Table 2. Table 2. LOS Criteria for Signalized Intersections Level of Service (LOS) Average Delay Volume -to -Capacity (vlc) Ratio A :5 10.0 seconds < 1.0 B > 10.0 and _< 20.0 seconds < 1.0 C > 20.0 and 35.0 seconds < 1.0 D > 35.0 and <_ 55.0 seconds < 1.0 E > 55.0 and 80.0 seconds < 1.0 F > 80.0 seconds ? 1.0 transportation Research Board. Highway Capacity Manual, Sixth Edition. For unsignalized intersections, total delay (measured in seconds per vehicle) is defined as the total elapsed time from the moment a vehicle stops at the back of the queue until the vehicle departs from the stop bar on the stop -sign controlled approach. This includes the time required for the vehicle to travel from the last -in -queue to the first -in -queue position. The LOS criteria for unsignalized intersections, as defined in the HCM, are summarized in Table 3. samschwartz.com Page 9 Traffic Impact Study — Proposed Industrial Greenhouse Building March 30, 2022 Table 3. LOS Criteria for Unsignalized Intersections Sam Schwartz Level of Service (LOS) Average Delay Volume -to -Capacity (vlc) Ratio A s 10.0 seconds < 1.0 B > 10.0 and <_ 15.0 seconds < 1.0 C > 15.0 and < 25.0 seconds < 1.0 D > 25.0 and 35.0 seconds < 1.0 E > 35.0 and 50.0 seconds < 1.0 F > 50.0 seconds ? 1.0 Transportation Research Board. Highway Capacity Manual, Sixth Edition. Capacity analysis was performed to analyze the study intersections for the weekday peak hours using Synchro 10 capacity analysis software. For the signalized intersection, Synchro's Lanes, Volumes, and Timings reports were utilized. The HCM 6"' Edition report was referenced for unsignalized study intersections. The results for each study intersection under existing conditions are summarized in Table 4. samschwartz.com Page 10 Traffic Impact Study - Proposed Industrial Greenhouse Building March 30, 2022 Table 4. Existing (Year 2021) Levels of Service Sam Schwartz Intersection Weekday Morning Peak Weekday Evening Peak Delay slveh LOS Delay slveh LOS Eldamain Road 1 Galena Road' Eastbound 13.7 B 15.6 B Westbound 14.5 B 18.7 B Northbound 20.8 C 16.9 B Southbound 16.9 B 25.3 C Intersection 17.0 B 20.0 C Eldamain Road I Corneils Road Eastbound 11.5 B 14.9 B Westbound 11.3 B 17.7 C Northbound Left Turn 7_5 A 8.2 A Southbound Left Turn 7.9 A 8.2 A Eldamain Road I Existing Grundy Accessz Eastbound 13.4 B 17.8 C Northbound Left Turn $.5 A 9.7 A Eldamain Road I US 34' Eastbound 25.0 C 25.9 C Westbound 24.4 C 29.6 C Northbound 17.2 B 21.6 C Southbound 13.1 B 16.6 B Intersection 22.2 C 24.8 C 'Signalized Intersection 2Two-Way Stop -Controlled Intersection As shown above, existing traffic operations are shown to be acceptable at LOS D or better for all approaches. samschwartz.com Page 11 Traffic Impact Study — Proposed Industrial Greenhouse Building Sam March 30, 2022 Schwartz 03. Future Conditions In order to evaluate future intersection operations, traffic volumes were forecasted for a "build -plus -five" design year. With the expectation that the proposed redevelopment would be completed by Year 2027, a Year 2032 design year was utilized. Future traffic forecasting was based on two main factors: background traffic growth and trips generated by the proposed development. Based on the resulting projections, capacity analyses were prepared to evaluate future operational conditions with and without completion of the greenhouse facility. The findings and resulting recommendations are discussed in this section of the report. 3.1. Eldamain Road Extension Plans Eldamain Road was recently reconstructed from Galena Road to south of Corneils Road. Construction on a new Eldamain Road bridge to extend this roadway across the Fox River started in 2021 and is estimated to be complete in 2023. Both projects are part of a multi -phase regional Kendall County plan to extend Eldamain Road south to ultimately connect to Walker Road via Lisbon Road and provide a strategic north -south travel corridor through the County. 3.2. No -Build Traffic Volumes In order to estimate future background traffic for the Year 2032 design horizon, Year 2050 Average Daily Traffic (ADT) projections were obtained from the Chicago Metropolitan Agency for Planning (CMAP) for the roadways within the study area. The CMAP traffic model projects Eldamain Road will carry approximately 12,700 vehicles per day past the site by 2050 when considering completion of the corridor extension project. Based on the projections provided, compounded annual growth rates were derived for each roadway, as summarized below: • Eldamain Road: 1.54% • Galena Road: 1.87% • Corneils Road: 1.56% • US Route 34: 1.24% The growth rate calculated for Eldamain Road was applied to all existing volumes on Eldamain Road, as well as all turning movements onto this roadway, over a period of 11 years. The growth rates calculated for Galena Road and US 34 were applied to their respective through movements. The resulting volumes were balanced across the study area and added to existing volumes to yield Year 2032 No -Build traffic projections, illustrated on Figure 3. Previously the City of Plano indicated that there are plans to extend Miller Road to connect between Rock Creek Road and Eldamain Road at its existing intersection with Corneils Road. However, given there is no timeline or funding yet associated with this project, this planned improvement was not included in the future analysis. As such, no improvements other than those recommended as a part of this study are included in future Year 2032 conditions. samschwartz.com Page 12 Galena Rd. (60) 120 (110) 140� (35) 40 �— 10 0 0) f 80 (190) i-- 65 (125) 0 h �15(5) o Existing Farm Access d �. 10 (40) Cornei.ls Rd. o m O N �o m V� Existing Grundy Access (15) 15 —11 -� t (10) 5 nLO u1 m m m v ,--. in o u, V, -100 (105) �— 290 (710) 35 0 25) U5 Route 34 (200) 180 1 t f (625) 565 Ln O Ln (70) 40 —i �" 61 h o0Ln fx C E R Sam Schwartz SITE N Not to Scale xx = Weekday AM Peak Hour (7:30 - 8:30 am) (xx) = Weekday PM Peak Hour (3:15 - 4:15 pm) -7 = Existing/Assumed Stop Sign ® = Existing Traffic Signal = Less than Five Vehicles Figure 3 Future No Build (Year 2032) Traffic Volumes Traffic Impact Study — Proposed Industrial Greenhouse Building Sam March 30. 2022 Schwartz 3.3. Site Development Plan As proposed, the site would contain a four -module industrial greenhouse building totaling approximately 1.80 million square feet with approximately 292 parking spaces. Access to the site is proposed via a single 25-foot-wide access drive to Corneils Road approximately 760 feet east of its intersection with Eldamain Road. Corneils Road will be reconstructed between Eldamain Road and the Site Access drive to consist of one 12-foot lane in each direction and a 4-foot shoulder on each side. A conceptual site plan illustrating the access location and the internal traffic circulation can be found in the Appendix. 3.4. Trip Generation Site -generated trip projections would typically be calculated using the Institute of Transportation Engineers (ITE) manual Trip Generation 1111 Edition. However, there is no similar land use code available for the proposed use in the ITE manual. Trip generation surveys were, therefore, performed at a comparable greenhouse facility currently occupied by the same prospective tenant in Rochelle, Illinois, and used to derive traffic projections for the proposed Yorkville facility. Data collection consisted of 72- hour bi-directional lane volume counts Tuesday through Thursday at the existing facility's access drives. Trip generation rates were derived from the survey data at this model site. Passenger vehicle trip rates were calculated using the employee count at the model site (40 employees). Based on information from the client, truck trip rates were derived per module using an assumption of 50 trucks daily (100 trips) for the proposed four -module site, which is similar to the rate of truck trips counted at the Rochelle site. Projected peak hour truck trip rates were then calculated according to the percentage of total daily truck traffic seen in each of these hours at the model site. A summary of the resulting trip rates is provided in Table A in the Appendix. The proposed site in Yorkville is expected to have two different shifts for hourly workers, each with 120 employees, as well as 21 additional non -hourly employees. Since the model site in Rochelle has only one shift of 40 employees, peak hour passenger vehicle trips were calculated differently for the two peak hours. Weekday morning peak hour trips were calculated by applying the derived weekday morning passenger vehicle trip rate to an employee count of 141—assumed to be the first shift employee count of 120 and the 21 non -hourly workers. Weekday evening peak hour trips were calculated to account for the overlapping departure of the first shift and non -hourly workers and the arrival of the second shift. Trips generated using the weekday morning passenger vehicle trip rate for 120 employees (assumed to account for the employees arriving for the second shift) were therefore added to the trips generated using the weekday evening passenger vehicle trip rate for 141 employees (assumed to account for both the non -hourly employees and the hourly employees leaving after the first shift). Table B in the Appendix provides a summary of these calculations. The resulting projected site -generated traffic volumes are shown in Table 5. Vehicle trips were rounded to the nearest five vehicles. samschwartz.com Page 14 Traffic Impact Study — Proposed Industrial Greenhouse Building March 30, 2022 Table 5. Site -Generated Trips Sam Schwartz AM Peak Hour PM Peak Hour Land Use Vehicle Type Independent Variable Daily IN OUT TOTAL IN OUT TOTAL Cars 261 employees 1,080 75 20 95 75 45 120 Greenhouse' Trucks 4 modules 100 5 - 5 - 5 5 1,803,100 SF Total 1,180 80 20 100 75 50 125 `Trips generated are based on counts from a similar existing facility in Rochelle, IL. As shown, the proposed development is expected to generate 100 total trips during the morning peak hour of adjacent street traffic and 125 trips in the evening peak hour. Approximately five trucks are projected in or out of the site during these typical peak hours. samschwartz.com Page 15 Traffic Impact Study — Proposed Industrial Greenhouse Building Sam March 30. 2022 Schwartz 3.5. Directional Distribution The directional distribution of site -generated traffic is a function of several variables, including existing travel patterns, characteristics of the area street network and traffic control, and peak hour congestion within the study area. The resulting percentages are a best estimate using engineering judgment, familiarity with the area, and logical travel paths to likely origins and destinations for site users. Due to the pavement section and condition of Corneils Road, limited site traffic is expected to route via Corneils Road. This results in a more conservative evaluation of traffic operation along Eldamain Road. The anticipated directional distribution for passenger vehicle and truck trips to and from the site is shown in Figure 4. It should be noted that there are truck restrictions on Ashe Road north of Galena Road which will prevent trucks from continuing to the north along this route. 3.6. Trip Assignment & Build Traffic Volumes Trips generated by the proposed development were assigned to the street network based on the total trip generation estimates and the estimated trip distribution. The resulting trip assignments for passenger vehicles and trucks are shown in Figures 5 and 6, respectively. Site -generated trip projections were then added to the No -Build (Year 2032) conditions to obtain Build Year 2032 future traffic projections, illustrated in Figure 7. samschwartz.com Page 16 Galena Rd. Existina Farm Access i Existina Grundv Access 0 US Route 34 15% (10%) Sam Schwartz C `c0` SITE Tj N Not to Scale Ilk (55%) wl Corneils Rd. 10% (_) xx% = Percent Distribution - Passenger Vehicles (xx%)= Percent Distribution -Trucks 70- = Existing/Assumed Stop Sign -W = Future/Proposed Stop Sign ® = Existing Traffic Signal 40% Ilk (35%) Figure 4 Directional Distribution OC s a I N I-�-) - (-) Galena Rd. I SITE I I N V f r Ln fi �- 0 v N 5 (15) - (-) 10 0 0) 15 (25) — Existing Farm Access 1 T {-) - (65) 65 —} �~ o ui �N I � I r Existing Grundy Access �o US Route 34 0 N 30 (30) 0 J 1 L E M .0 Sam W Schwartz T Not to Scale Corneils Rd. xx = Weekday AM Peak Hour (xx) = Weekday PM Peak Hour 77 = Existing/Assumed Stop Sign `W = Future/Proposed Stop Sign = Existing Traffic Signal = Less than Five Vehicles Figure 5 Site Trips - Passenger Vehicles CC a� a Galena Rd. (5) Existing Farm Access �I i Ali Grundy Access 1 3� US Route 34 Sam Schwartz -H �.J I L (-) __4 1 1 t r .;E E M M M N Not to Scale SITE 1A v u Q y I in � I i �— - (-) Corneils Rd. f 15� xx - Weekday AM Peak Hour (xx) = Weekday PM Peak Hour a - Existing/Assumed Stop Sign - = Future/Proposed Stop Sign ® = Existing Traffic Signal = Less than Five Vehicles Figure 6 Site Trips -Trucks Galena Rd. a� a� s a �o O V �m - Ln 10 (lo) T Ln f 80 (190) 70 (125) (60) 120 -J _� t r 010) 140� o00 (35)40� Ln Ln ,TLno O � O o n 20 (25) 1 L 25 (65)1 ,',I Existing Farm Access vl pLn Q� ul N v N Existing Grundy Access (15)15� t (10)5- no Ln It L� Ln Ln �-- 130 (135) o �4 f 290 (710) L 35 0 25) US Route 34 (210) 190 t (625) 565 Ln o Un (70) 40 ^ ° ode .;E E M M Sam Zi Schwartz SITE w fA V V Q Y_ of t___ 10 (10) = t 25 (45) (65) 70 (35) 30 —► N Not to Scale Corneils Rd. xx -Weekday AM Peak Hour (xx) = Weekday PM Peak Hour 7 - Existing/Assumed Stop Sign 7 = Future/Proposed Stop Sign = Existing Traffic Signal - = Less than Five Vehicles Figure 7 Future Build (Year 2032) Traffic Volumes Traffic Impact Study — Proposed Industrial Greenhouse Building March 30, 2022 3.7. Future Intersection Operations Sam Schwartz Capacity analyses were conducted using Synchro 11 software to assess future traffic operation both with and without the proposed development. The results of these analyses for No -Build and Build conditions are detailed in the following sections. No -Build (Year 2032) Conditions To assess the impact of background traffic on operations within the study area, capacity analyses were performed for the Year 2032 No -Build conditions. As noted previously, no planned geometric improvements were incorporated into the analysis of Future No -Build conditions due to a lack of programmed funding and timeline for those improvements. Based on this assumption, area traffic operations for this scenario are projected as shown in Table 6. Table 6. No -Build (Year 2032) Levels of Service Intersection Weekday Morning Peak Weekday Evening Peak Delay slveh) LOS Delay slveh) LZ7S Eldamain Road 1 Galena Road' Eastbound 14.7 B 16.5 B Westbound 15.9 B 20.3 C Northbound 22.4 C 17.6 B Southbound 17.9 B 28.3 C Intersection 18.3 a 21.8 C Eldamain Road 1 Corneils Road Eastbound 12.7 B 17.4 C Westbound 12.2 B 22.6 C Northbound Left Turn 7.6 A 8.5 A Southbound Left Turn 8.1 A 8.4 A Eldamain Road 1 Existing Grundy Access2 Eastbound 15.2 C 21.6 C Northbound Left Turn 8.7 A 10.3 B samschwartz.com Page 21 Traffic Impact Study — Proposed [ndustrial Greenhouse Building March 30, 2022 Sam Schwartz Intersection Weekday Morning Peak Weekday Evening Peak Delay slveh LOS belay slveh LOS Eldamain Road 1 US 34' Eastbound 25.6 C 26.7 C Westbound 25.2 C 30.8 C Northbound 19.4 B 25.3 C Southbound 14.0 B 22.1 C Intersection 23.0 C 27.0 C 'Signalized Intersection 2Two-Way Stop -Controlled [ntersection As shown in the table, all intersection approaches are projected to continue to operate at LOS C or better during the morning and evening peak hours under Future No -Build conditions. Build (Year 2032) Conditions With construction of the proposed development project, some improvement measures were identified to promote safe and efficient traffic operation: A northbound right -turn lane should be constructed on Eldamain Road at its intersection with Corneils Road. The projected peak hour traffic volumes were plotted on the chart shown on "Exhibit 4. Right Turn Lane Requirements" of the Kendall County Highway Department's Highway Access Regulation Ordinance. As shown in Figure 8, the projected volumes meet threshold criteria to warrant a northbound right -turn deceleration lane at this intersection. Based on a 45 MPH posted speed limit and 50 MPH design speed, the dedicated right -turn lane should provide a 215-foot storage bay and a 220-foot taper in accordance with Figure 36-3.1 of IDOT's BIDE manual. The westbound approach at this intersection should continue to operate under minor -leg stop control. The Site Access driveway should operate under minor -leg stop control and provide a single inbound lane and one outbound lane. The capacity analyses for Year 2032 Build traffic conditions based on these recommendations and assumptions are presented in Table 7. samschwartz.com Page 22 Traffic Impact Study — Proposed Industrial Greenhouse Building March 30, 2022 Sam Schwartz Figure 8. Northbound Right -Turn Lane Warrant for Eldarmain Road and Corneils Road EXHIBIT 4: RIGHT TURN LANE REQUIRENIENTS 100 90 80 60 50 40 30 20 10 PM Peak Hour.390 approaching volume 70 right turns RI THT TURN LANE RE UIRED --]AM Peak Hour: 415 approaching vcfume 65 right turns RIGHT TLC NOT RE L AN-E D 0 100 200 300 400 bvu W TOTAL PEAK HOUR APPROACH VOLUME, VPH "Exhibit 4: Right Turn Lane Requirements" chart is taken from the Kendall County Highway Department's Highway Access Regulation Ordinance. sarnschwattz.com Page 23 Traffic Impact Study - Proposed Industrial GrcenhOUSC Building March 30. 2022 Table 7. Build (Year 2032) Levels of Service Sam Schwartz Intersection Weekday Morning Peak Weekday Evening Peak Delay slveh LOS Delay slveh LOS Eldamain Road 1 Galena Road' Eastbound 14.8 B 16.7 B Westbound 15.9 B 20.7 C Northbound 22.6 C 17.9 B Southbound 19.5 B 30.5 C Intersection 18.7 B 22.8 C Eldamain Road 1 Corneils Road' Eastbound 14.0 B 18.1 C Westbound 13.7 B 21.9 C Northbound Left Turn 7.6 A 8A A Southbound Left Turn 8.6 A 8.3 A Eldamain Road I Existing Grundy Access' Eastbound 16.1 C 21.7 C Northbound Left Turn 8.8 A 10.2 B Eldamain Road 1 US 34' Eastbound 25.7 C 27.0 C Westbound 24.2 C 30.5 C Northbound 19.6 B 25.1 C Southbound 14.0 B 21.3 C Intersection 22.8 C 26.8 C Corneils Road 1 Site Access' Eastbound Left Turn 7.5 A 7.5 A Southbound 8.7 A 9.1 A 'Signalized Intersection 'Two -Way Stop -Controlled Intersection As shown in the table, all intersection approaches are projected to continue to operate at LOS C or better during the morning and evening peak hours after completion of the proposed development. samschwartz.com Page 24 Traffic Impact Study — Proposed Industrial Greenhouse Building Sam March 30, 2022 Schwartz 04. Recommendations and Conclusions Based on the analyses detailed in this report, the following recommendations were identified for the study intersections under Future Build (Year 2032) traffic conditions: • A northbound right -turn lane providing a 215-foot storage bay and a 220-foot taper should be constructed on Eldamain Road at its intersection with Corneils Road. • The Site Access driveway should operate under minor -leg stop control and provide a single inbound lane and one outbound lane. With implementation of these recommendations, it is anticipated that site -generated traffic would be adequately accommodated within the study area. samschwartz.com Page 25 Sam Schwartz APPENDIX Concept Site Plan 2050 CMAP Traffic Projections IDOT ADT Counts Trip Generation Counts Trip Generation Derived Rates Capacity Analysis Results Raw Traffic Data samschwartz.com Page 26 Sam Schwartz Concept Site Plan samschwartz.com Z ow j om Sam Schwartz 2050 CMAP Traffic Projections samschwarfz.com From: Kathleen Murphy To: Jose Rodriguez Subject: Traffic Projections Request - Plano, IL Date: Tuesday, August 3, 2021 5:13:00 PM Attachments: 1mage001.ong Site Location Aerial.ioa Hello Jose — We are working on a traffic study for a proposed industrial development in Plano, II_. I've attached an aerial showing the location of the site, which is at the northwest quadrant of Eldamain and Corneils Roads. In order to derive a growth rate for these roadways, we are requesting Year 2050 ADT projections for the following: • Eldamain Road: 7,900 (Year 2019, IDOT) • Galena Road: 6,800 (Year 2015, IDOT) • Comeils Road: 1,300 (Year 2019, IDOT) • US Route 34: 15,000 (Year 2019, IDOT) Additionally, we are aware that there is a proposed extension of Eldamain Road south of our study area that includes a new bridge over the Fox River and is slated to be constructed in 2022/2023. We just want to make sure that is included in your model for determining growth projections. Thanks you for your help and let me know if you need any additional information. Thanks! Kathleen Kathleen Murphy, PE Transportation Engineer pronouns: she/her Sam Schwartz k s msc m direct: 312.736.2539 office: 773.305.0800 223 W. Jackson Blvd, Suite 1101 Chicago, IL 60606 samschwartz.com Sign up for our newsletters THIS MESSAGE IS CONFIDENTIAL AND MAY CONTAIN PRIVATE INFORMATION. IT IS INTENDED ONLY FOR THE INDIVIDUAL[S] NAMED HEREIN, IF YOU ARE NOT THE NAMED ADCRESSEE[S] DELETE THIS EMAIL IMMEDIATELY. DO NOT DISSEMINATE, DISTRIBUTE OR COPY. SAM SCHWARTZ IS NOT RESPONSIBLE FOR ANY DAMAGES ARISING FROM THE IJNAUTHORIZE:] USE OF THIS MESSAGE BY UNINTENDED RECIPIENTS. TRAFFIC FORECAST RECORD Record Number: ke-04-21 Type of Report: Projection. Year Sought: 2050 Analyst: JAR Organization requesting forecast: Sam Schwartz Engineering Contact: Kathleen Murphy, P.E. Email or Phone kmurphy@samschwartz.com Sponsor: 1DOT Date request was received: August 3, 2021 Date that response was emailed: August 4, 2021 Facility Location: Eldamain Road @ Corneils Road Municipality: Plano Chicago Metropolitan Agency for Planning Kathleen Murphy, P.E. Transportation Engineering Sane Schwartz Engineering 223 West Jackson Boulevard Suite 1101 Chicago, IL 60606 Subject: Eldamain Road @ Corneils Road IDOT Dear Mr. Murphy: 433 Mst Van Buren Street 54ta 450 Chicago, IL 60607 August 4, 2021 312-454-4AOO cmap.illinois.gov In response to a request made on your behalf and dated August 3, 2021, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Eldamain Road 7,900 12,700 Galena Road 6,800 13,000 Corneils Road 1,300 2,100 US 34 15,000 22,000 Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2021 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, �— P,�t Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) 2021 CY TrafficForecast\Planolke-04-21Ucc-04-21.ciocx Sam Schwartz MOT ADT Counts samschwartz.com Location Info Location ID 0470177 Type LINK Functional Class Located On SOUTH ST Between NEEDHAM RDAND ELDAMAIN RD Direction 2-WAY Community PLANO MPO_ID HPMS ID Agency 1111inois DOT 3 Inter►ral: 60 mins Time Hourly Count 00:00 - 01:00 128 01:00 - 02:00 109 02:00 - 03:00 71 03:00 - 04:00 74 04:00 - 05:00 233 05:00 - 06:00 521 06:00 - 07:00 661 07:00 - 08:00 798 08:00 - 09:00 883 09:00 - 10:00 939 10:00 - 11:00 1040 11:00 - 12:00 1107 12:00 - 13:00 1128 13:00 - 14:00 1168 14:00 - 15:00 1181 15:00 - 16:00 1352 16:00 - 17:00 1285 17:00 - 18:00 1277 18:00 - 19:00 1016 19:00 - 20:00 817 20:00 - 21:00 680 21:00 - 22:00 549 22:00 - 23:00 264 23:00 - 24:00 179 TOTAL 17459 Count Data Info Start Date 7/1 End Date 7/1 Start Time 12 191 End Time 12:00 AM Direction 2-WAY Notes Count Source US 34 File Name D3Submitta113a-047.mdb Owner I idotco QC Status jAccepted Location Info Count Data Info Location ID 0453408 Start Date 6/14/2018 Type LINK I End Date 6/15/2018 Functional Class 41 Start Time 12:00 AM Located On Ashe Rd ' I End Time 12:00 AM Between Jericho Rd AND BASELINE RD I (Direction 2-WAY Direction 2-WAY [Notes Community I Count Source ASHERD MPO_ID I File Name D15ubmittall3d-045.mdb HPMS ID Weather Agency Illinois DOT I Study Owner liclotco QC Status lAccepted Interval: 60 mins Time Hourly Count 00:00 - 01:00 37 01:00 - 02:00 25 02:00 - 03:00 50 03:00 - 04:00 40 04:00 - 05:00 120 05:00 - 06:00 259 06:00 - 07:00 385 07:00 - 08:00 475 08:00 - 09:00 326 09:00 - 10:00 211 10:00 - 11:00 202 11:00 - 12:00 196 12:00 - 13:00 215 13:00 - 14:00 223 14:00 - 15:00 311 15:00 - 16:00 458 16:00 - 17:00 537 17:00 - 18:00 577 18:00 - 19:00 388 19:00 - 20:00 189 20:00 - 21:00 163 21:00 - 22:00 136 22:00 - 23:00 79 23:00 - 24:00 52 TOTAL 5654 Sam Schwartz Trip Generation Counts samschwartz.cam Sam Schwartz Sam Schwartz 223 W. Jackson Suite 1101 Chicago, Illinois, United States 60606 773.305.0800 kmurphy@samschwartz.com Count Name: S. Caren Rd -@East Access Site Code: Start Date: 07/27/2021 Page No: 1 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3.30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:46 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7A5 PM 8:00 PM 8:15 AM 8'3a PM 8:45 PM 9:00 PM 9:15 PM 9:30 PM 9:45 PM 1 ❑:Oa PM 10:15 PM 1 ❑:30 PM 0 0 0 0 1 0 0 1 ❑ ❑ o a ❑ 0 0 ❑ 1 0 0 1 0 ❑ a a 1 0 0 1 2 ❑ ❑ 2 0 ❑ a 0 1 0 ❑ 1 0 0 n 0 p ❑ a 0 ❑ p p 0 0 0 0 0 a 0 ❑ a 0 ❑ a a a u 0 p ❑ 0 ❑ 0 0 ❑ p 0 D 0 0 0 0 0 0 0 a 0 p 0 0 0 0 0 0 0 ❑ 0 0 ❑ 0 0 a ❑. p 0 0 0 1 0 a 1 0 0 0 0 a ❑ o a n a q ❑ 0 0 p q q 0 0 ❑ 0 0 0 q ❑ ❑ 0 a 0 ❑ ❑ 0 0 0 ❑ ❑ 0 0 0 ❑ q p 0 0 q q a 0 q q 0 0 o a ❑ a 1 q 0 1 ❑ 0 ❑ ❑ 0 n ❑ ❑ p p 0 0 ❑ a 0 ❑ a u ❑ ❑ 0 0 0 0 ❑ p 0 0 0 0 0 0 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM 0712812021 12:00 AM 12:15 AM 12:30 AM 12:45 AM 1:00 AM 1:15 AM 1:30 AM 1:45 AM 2:00 AM 2:15 AM 2:30 AM 2:45 AM 3:00 AM 3:15 AM 3.30 AM 3:45 AM 4:00 AM 4:15 AM 4:30 AM 4:45 AM 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 6:00 AM 8:15 AM 8.30 AM 8:45 AM 9:00 AM 9:15 AM 930 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM a 0 --- ---- a 0 - - 0 0 0 0 p p a 0 1 a 0 1 a 0 0 0 a 0 9 0 p 0 a 9 p D 0 0 p 0 0 a 0 0 0 0 0 0 0 0 o q q a a q a o a a 0 D 0 a a 0 0 0 a 0 2 a 0 2 0 p 0 p 1 0 0 1 1 0 0 1 2 4 0 2 1 p 0 1 1 9 0 1 p 0 0 a o q 0 0 1 p q t D 0 q 0 0 0 a 0 1 0 0 1 p q 1 0 0 0 0 0 0 0 p q 0 0 0 1 0 0 1 q 0 0 0 2 q 0 2 1 p 0 1 1 0 a 1 2 0 0 2 4 0 0 4 3 0 0 3 1 a 0 1 2 0 0 2 p ❑ q 0 0 0 0 0 0 0 0 q 0 0 0 0 q 0 0 0 0 1 0 1 0 0 0 a 0 0 Q 0 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4t45 PM 5:00 PM 5:15 PM 630 PM 5A5 PM 8:00 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM 8:00 PM 8:15 PM 8:30 PM 6:45 PM 9:00 PM 9:15 PM 9:30 PM 9:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM DN2912021 12:00 AM 12-15 AM 12:30 AM 2 0 0 2 0 0 0 0 1 0 0 1 2 1 a 3 a 0 0 0 a 0 0 0 o a o 0 n 0 0 0 u o 0 0 0 0 0 0 0 0 0 0 1 0 a 1 1 D 0 1 0 0 0 0 0 1 0 1 0 0 D ❑ ❑ 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 1 0 a 1 0 0 0 0 0 0 D D 0 0 0 0 0 0 0 0 1 ❑ 0 1 ❑ 0 0 0 1 0 0 1 0 a 0 ❑ 0 0 a 0 a ❑ 9 0 0 0 0 0 q 0 0 0 q a 0 0 0 0 0 0 a a o a ❑ D o ❑ 0 0 0 0 0 0 ❑ 0 0 D 0 a 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 9 a 0 0 0 ❑ 0 0 D 0 a ❑ 0 0 0 0 a a p a 12:45 AM 1:00 AM 1:15 AM 1:3U AM 1:45 AM 2:00 AM 2:15 AM 2:30 AM 2:45 AM 3:00 AM 3:15 AM 3:30 AM 3:45 AM 4:00 AM 4:15 AM 4:30 AM 4:45 AM 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 6:30 AM 6:46 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10.30 AM 10A5 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:30 PM 12:15 PM 12,30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM p 0 U U 0 0 0 0 0 p 0 0 p 0 0 tl 0 p o p 0 0 0 0 0 a 0 0 0 o p o 1 a a 1 p 0 0 0 1 0 a 1 1 0 0 1 2 0 0 2 1 a 0 1 1 0 0 1 0 0 0 0 p 0 0 0 p 0 0 0 0 0 0 0 0 9 0 0 0 0 0 u 1 U 0 1 0 0 0 0 1 p 0 1 3 0 0 3 2 0 0 2 1 p 0 0 0 o a 1 0 0 1 0 0 0 U 1 0 1 2 s a 0 6 3 0 0 3 1 a 0 p 0 0 0 p a a o 0 0 0 U 1 0 0 1 a p 0 0 o a tl a 0 0 tl a 0 0 0 0 0 U 0 0 1 0 0 1 a 0 0 0 a a a a 2 0 9 2 p o o a a a o 0 2 0 0 2 tl a 0 0 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 8:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM 8:00 PM 8:15 PM 8:30 PM 8:45 PM 9:00 PM 9:15 PM 9:30 PM 9:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11;15 PM 11:30 PM 11:45 PM Total Total % AM Times PM Times PM Peaks ❑ o a 0 p o 0 0 p ❑ p ❑ 0 0 0 0 p 0 0 0 p p o 0 0 ° ° 0 b 0 0 0 0 o a a p 0 ❑ 0 0 0 ❑ ❑ 0 0 0 0 0 0 0 a ❑ a 0 0 0 p ❑ 0 ° 0 0 ❑ p a 0 0 0 p 0 b 0 0 p 0 0 q 0 0 0 a ❑ p 0 0 0 0 1 0 ° 1 0 0 0 0 0 0 0 0 ❑ 0 ❑ ° 0 0 0 0 b 0 0 0 a 0 0 0 0 0 b a a 0 0 0 0 b b b q q 0 0 ° 0 a a 0 103 96.3 6:30 AM 10 12:30 PM 4 p 3 2.8 1015 AM 1 12:00 PM 1 0 0.9 T30 AM 1 12:00 PM 0 ❑ 107 100,0 8:30 AM 10 12:00 PM 4 Sam Schwartz Sam Schwartz 223 W. Jackson Suite 1101 Chicago, Illinois, United States 60606 773.305.0800 kmurphy@samschwartz.com Count Name: S. Caron Rd.@East Access Site Code: Start Date: 07/27/2021 Page No: 7 R45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12.30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2;30 PM 2;45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6;15 PM 6:30 PM 6:45 PM 7:Q0 PM 7:15 PM 7:30 PM 7:45 PM 0:00 PM 6:15 PM 6:30 PM 8:45 PM 9:00 PM 9:15 PM 9:30 PM 9:45 PM 10:30 PM 10:15 PM 10;30 PM 0 0 0 0 0 1 0 1 1 0 0 1 ❑ a a 0 0 0 0 0 3 0 0 3 0 0 0 a 3 0 0 3 1 0 0 i u o 0 0 u o a o 4 1 0 5 2 a ❑ 2 U 0 0 U 3 0 0 3 2 ❑ 3 t ❑ 0 1 2 0 0 2 ❑ 0 0 ❑ 4 0 ❑ 4 4 0 0 4 0 0 0 0 0 0 0 a 0 o n a o ❑ o a 0 0 0 U 2 0 0 2 3 0 0 3 1 0 0 1 p p p p 2 a 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 ❑ 1 1 ❑ a 1 0 0 ❑ 0 a u o ❑ 0 n 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 ❑ 4 0 0 0 p 0 a o p 0 0 a o n a p 10:45 PM 11;00 PM 11:15 PM 11:30 PM 11:45 PM 0712W2021 12:00 AM 12;15 AM 12:30 AM 12:45 AM 1:00 AM 1:15 AM 1:30 AM 1:45 AM 2:00 AM 2:15 AM 2:30 AM 2:46 AM 3:00 AM 3:15 AM 3:30 AM 3:45 AM 4:00 AM 4:15 AM 4:30 AM 4:45 AM 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:46 AM 8:00 AM 8:15 AM 0:30 AM 845 AM 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:9q AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 0 0 0 ❑ 0 a a a 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 ❑ 9 ❑ ❑ 0 0 0 o a a 0 0 0 i 0 0 1 D q 0 ❑ 0 0 D 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a D 0 0 0 0 a 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p q 0 0 1 o a 1 0 0 0 a o ❑ 0 ❑ 1 0 0 1 p o o a 0 0 0 0 0 0 0 ❑ 1 0 0 1 a 0 0 0 0 0 0 a a a a a 3 0 0 3 3 0 ❑ 3 1 p 6 1 2 0 0 2 1 0 0 1 0 0 0 0 1 a 0 1 1 0 0 1 0 p 0 0 p 0 0 0 1 1 0 2 0 0 a 0 2 0 ❑ 2 11:45 AM 12:00 PM 12:15 PM 12;30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5.15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM 8:00 PM 8:15 PM &30 PM 6:45 PM 9:00 PM 9:15 PM 9:30 PM 9A5 PM 10:00 PM 10:15 PM 13:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM 0712912021 12:00 AM 12:15 AM 12:30 AM 1 0 0 1 1 ❑ ❑ 1 1 0 0 1 5 1 a s 2 ❑ a 2 ❑ a 0 0 0 ❑ ❑ a 4 ❑ a 4 1 1 0 2 1 0 a 1 o ❑ o ❑ 2 0 0 2 2 0 0 2 q ❑ 0 0 2 0 3 0 ❑ 0 0 2 a q 2 1 0 u 1 1 p a 1 1 0 0 1 1 0 4 i 0 0 a 0 0 0 0 ❑ 1 0 0 1 2 q 0 2 p 0 a 0 1 4 0 1 ❑ q 0 a 7 0 0 7 p q ❑ o u ❑ o ❑ q ❑ ❑ q i a 0 1 1 0 ❑ 1 ❑ ❑ 1 0 0 a 0 1 0 0 1 0 0 q 0 a 0 0 ❑ 0 0 0 0 p 0 0 0 p q 0 0 p 0 a o 7 9 0 1 0 0 ❑ ❑ p 0 0 ❑ a 0 0 ❑ 0 0 ❑ 0 ❑ 0 0 ❑ ❑ 0 ❑ 0 p p 0 tl p 0 0 0 12:45 AM 1:0❑ AM 1:15 AM 1:30 AM 1:45 AM 2:00 AM 2:15 AM 2:30 AM 2:48 AM 3:00 AM 3:15 AM 3:30 AM 3:45 AM 4:00 AM 4:15 AM 4:30 AM 4:45 AM 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 6:30 AM 8:45 AM 9:00 AM 9:15 AM 9:30 AM 9A5 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11;15 AM 11:39 AM 11:45 AM 12:00 PM 12:15 PM 12.30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM ❑ o u a 0 0 0 0 ❑ o ❑ a a a a a 0 0 ❑ 0 0 0 0 0 9 a ❑ ❑ 0 0 0 0 0 0 0 0 0 ❑ 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 0 0 0 ❑ 0 0 0 0 ❑ 0 0 0 p p 0 0 ❑ 0 0 ❑ a 0 0 0 1 0 0 1 0 9 0 0 9 0 0 0 0 0 0 9 1 ❑ ❑ 1 1 0 0 t p 0 ❑ 0 a ❑ ❑ a 0 0 0 0 ❑ 0 0 0 Z D 0 2 3 0 0 3 1 0 0 1 2 0 ❑ 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 ❑ 1 p 9 0 0 ❑ ❑ 9 ❑ p ❑ ❑ 9 0 P 0 0 1 0 ❑ t 2 1 0 3 0 1 ❑ 1 4 U ❑ 4 1 ❑ 0 1 9 ❑ ❑ ❑ 4 ❑ 0 4 2 0 0 2 Sam Schwartz Sam Schwartz 223 W. Jackson Suite 1101 Chicago, Illinois, Unites! States 60606 773.305.0800 kmurphy@samschwartz.com 10 9 s 7 6 E a 4 3 2 1 0 10 s s 7 6 s 4 3 z 1 gg 0 O G M 4 O O M G M O CDO fY C} fti O N US Oj CY V F� N fi] OI r *7 Oa f'] ID O N N N N N N {4 N N N N N N N N N O O N © O O N O C7 N 0 0 0 0 0 O f4 CD O N O G Q Q Q O Q Q O Q Q Q C2 C2 Q O Q Q O rti r r+ w r- Q m m Q m na as or u, rn Q m o, Q rti r� r r ti Q r~ rti C� r- r.- r- rt r- Q t- Q r, o o rti o o© r, n o ti O O o 0 0 0 rti o ca a o 0 o n o Tune of Day Count Name: S. Caron Rd.@East Access Site Code: Start Date: 07/27/2021 Page No. 13 ■ Liq hts M Mediums ■ Articulated Trucks Sam Schwartz Sam Schwartz 223 W. Jackson Suite 1101 Chicago, Illinois, United States 60606 773.305.0800 kmurphy@samschwartz.com Count Name: S. Caron Rd.@West Access Site Code: Start Date: 07/27/2021 Page No: 1 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12A5 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2.30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4.45 PM 5:00 PM 5:15 PM 5[30 PM 5:46 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM 7:0❑ PM 7:15 PM 7:30 PM 7:45 PM 8:00 PM 8:15 PM 0:30 PM 8:45 PM 9:00 PM 9:15 PM 9:30 PM 9:45 PM 10:00 PM 10:15 PM 10:30 PM 0 0 0 0 1 1 0 2 0 1 0 1 1 0 0 1 1 p 0 1 0 1 0 1 0 0 0 0 0 0 1 1 1 1 0 2 1 0 0 1 1 0 0 1 a 1 9 1 1 0 a 1 1 0 0 1 2 1 ❑ 3 ❑ o ❑ q 1 0 0 t 0 0 ❑ 0 0 0 0 ❑ 2 0 0 2 1 0 0 1 1 0 0 1 D ❑ o 0 a a o p 0 0 0 0 1 a 0 1 1 0 0 1 t o a 1 0 0 a ❑ 1 0 0 1 0 0 1 0 0 0 0 1 0 0 1 ❑ 0 0 V 1 0 0 1 q 0 0 a D 0 0 0 1 ❑ 0 D 0 ❑ 0 o ❑ ❑ D 0 0 ❑ 0 p 0 0 ❑ q 0 0 0 p p D 0 q a ❑ ❑ D 0 0 ❑ 0 0 ❑ ❑ 0 p ❑ ❑ 0 0 0 ❑ P 0 0 q p q 0 0 0 0 ❑ 0 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM 0712EV2021 12:00 AM 12:15 AM 12:30 AM 12:45 AM 1:00 AM 1:15 AM 1:30 AM 1:46 AM 2:00 AM 2:15 AM 2:30 AM 2:45 AM 3:00 AM 3:15 AM 3:30 AM 3:45 AM 4:00 AM 4:15 AM 4'30 AM 4:45 AM 5:00 AM 5:15 AM 5:30 AM 5A5 AM 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:UC AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 U 0 1 0 0 0 0 a 0 0 0 0 U 0 0 p d 0 0 p 0 0 0 a 0 a 0 a 0 a 0 2 0 0 2 0 0 0 0 Q 0 p u U 0 0 a 1 0 p 1 1 a 0 1 p Q p o 0 a 0 0 0 0 0 0 p p Q Q Q 0 0 0 2 0 0 2 a 0 p 0 1 0 0 1 0 1 0 1 2 0 0 2 p 0 0 0 1 Q 0 1 p 0 0 0 1 0 0 1 1 0 Q 1 2 0 0 2 8 0 0 6 6 0 0 6 1 0 0 1 0 p 1 0 0 0 0 2 0 0 2 2 0 a 2 0 0 p a 1 1 0 2 p 0 0 p 0 0 0 0 1 1 0 2 2 0 0 2 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1.30 PM 1:45 PM 2:00 PM z:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:90 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM 8:00 PM 8:15 PM 6:30 PM 8:45 PM 9:00 PM 9:15 PM 9.30 PM 9:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM 0712912021 12:00 AM 12:15 AM 12:30 AM 0 a 0 0 0 0 9 0 0 0 0 3 t 0 1 z p o 0 0 0 0 0 0 i 0 0 1 U 0 0 0 0 2 2 0 0 2 1 0 0 7 2 0 0 2 1 0 0 1 0 a p 9 0 0 0 0 0 0 0 0 1 6 0 1 0 o a a t 0 0 t 0 0 0 0 0 0 0 0 0 0 D 0 1 0 0 1 1 0 9 1 0 0 0 0 0 0 0 0 1 0 0 1 p 0 0 0 1 0 0 1 0 0 a 0 9 0 0 0 n 9 0 9 0 a o 2 a n 2 2 0 0 2 9 0 a 0 0 0 o a 0 0 a o 0 0 0 0 0 0 0 0 a 0 0 9 1 0 0 1 0 0 0 0 0 0 0 0 0 0 a o 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a p 9 0 0 0 0 9 u 12:45 AM 1:00 AM 1:15AM 1:30 AM 1:45 AM 2:00 AM 2:15 AM 2:30 AM 2:45 AM 3.00 AM 3:15 AM 3:30 AM 3:45 AM 4:00 AM 4:15 AM 4;30 AM 4:45 AM 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:3❑ AM 7:45 AM &OD AM SA 5 AM 8.30 AM 8:45 AM 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 AM 1:00 PM 1:15 PM 1:30 PM 0 0 0 a 0 0 1 1 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 a 0 0 0 0 0 1 0 0 1 0 0 0 0 0 a 0 0 p 0 0 0 2 0 0 2 0 0 0 0 p 0 0 0 ❑ 0 0 a t o ❑ 1 0 9 0 0 0 0 ❑ 0 0 0 0 ❑ 2 0 0 2 0 3 ❑ 1 0 0 0 ❑ p 0 0 0 2 0 0 2 1 0 0 1 a 0 0 0 0 0 o a 1 0 a 1 1 0 ❑ 1 0 0 1 1 2 0 0 2 6 0 0 6 2 0 0 2 0 0 0 0 0 ❑ a 0 ❑ 1 0 1 p ❑ 0 0 p ❑ ❑ a 2 0 1 3 a o ❑ 0 a o 0 0 a ❑ o 0 p 1 0 1 1 a o 1 2 1 0 3 D 2 ❑ 2 0 0 0 0 2 0 0 2 0 0 0 0 1 0 0 1 0 0 0 0 Sam Schwartz Sam Schwartz 223 W. Jackson Suite 1101 Chicago, Illinois, United States 60606 773.305.0800 kmurphy@samschwartz.com Count Name: S. Caron Rd.@West Access Site Code: Start Date: 07/27/2021 Page No: 7 9:45 AM 10:00 AM 10:15 AM 10.30 AM 10:45 AM 11:00 AM 11:15 AM 11:3a AM 11:45 AM 12:90 PM 12:15 PM 12-30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2;15 PM 2:30 PM 2:45 PM 3;00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 1:30 PM 7:45 PM 8:0U PM 8:15 PM 8:30 PM 8:45 PM 9:00 PM 9:15 PM 9:30 PM 9:45 PM 10:00 PM 10:15 PM 10-30 PM U a 0 a 0 U 0 0 0 a 1 1 0 a 1 0 0 0 0 1 0 0 1 0 1 a t 0 0 0 0 1 1 1 3 0 0 0 0 1 0 0 t 1 0 0 1 1 0 0 1 0 0 0 0 a 0 0 0 0 0 a 0 0 0 a 0 0 o a a 0 0 p ❑ 2 o n 2 2 0 p 2 0 o u o 1 o p 1 1 ❑ 0 t 1 a 0 1 p p 0 0 o a o 0 t a 0 1 0 0 3 0 1 0 1 1 1 D 2 0 0 0 0 1 0 0 1 0 0 D 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o p 0 0 3 0 ❑ 0 U a o 0 0 ❑ 0 0 0 ❑ p 0 0 1 p 0 0 0 0 ❑ D 0 0 0 0 0 a 0 0 0 0 0 p p 0 0 0 0 0 0 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM 07/2812021 12:00 AM 12:15 AM 12:30 AM 12A5 AM 1:00 AM 1:15 AM 1:30 AM 1:45 AM 200 AM 2:15 AM 2:30 AM 2:45 AM 3:00 AM 3:15 AM 3:30 AM 3:45 AM 4:00 AM 4:15 AM 4:30 AM 4:45 AM 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:a0 AM 8:15 AM 8:30 AM &45AM 9:0Q AM 9A 5 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 0 0 0 0 a 0 0 0 0 0 0 0 a n 0 0 n 0 0 0 a 1 a 1 Q 0 0 0 0 0 0 0 D n 0 0 q u 0 a 0 0 0 0 0 0 Q n 0 0 0 0 0 0 0 0 q 0 0 0 a 0 0 0 p q 0 0 a p 0 0 0 0 0 0 a n p 0 0 0 n 0 0 0 1 p 0 0 a p 0 0 0 n 0 0 n 1 n 0 0 D 0 0 0 0 a a 0 n 0 0 p p 0 0 p Q 0 a 1 0 0 1 n 0 0 0 0 0 Q o 0 a 0 0 0 p 0 0 0 0 o u 0 0 1 0 q 0 q 0 a 0 n 0 n 0 0 0 a q q 0 0 l 1 p 1 0 1 2 0 0 2 p Q 0 0 0 0 a 0 0 0 0 1 a 0 i 0 0 0 0 1 n n 1 11:45 AM 12:0❑ PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:16 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM T00 PM 7:15 PM 7:30 PM 7;45 PM 5:00 PM 8[15 PM 8:30 PM 8:45 PM 9:00 PM 9-15 PM 9:30 PM 9:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11,45 PM 0712912021 12:00 AM 12:15 AM 12:30 AM 0 0 0 0 2 0 0 2 1 0 0 1 3 0 1 4 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 ❑ 0 0 0 0 0 0 0 1 ❑ 0 1 1 n ❑ 1 o ❑ a o 0 0 0 0 1 ❑ ❑ 1 2 0 0 2 0 ❑ 0 0 0 0 0 0 i 0 ❑ 1 0 0 ❑ 0 p 0 0 0 1 0 0 1 1 0 0 1 0 0 0 9 2 0 o z 1 a 0 1 ❑ 0 1 1 0 0 1 1 0 0 1 0 p 0 0 0 0 ❑ 0 0 ❑ D 0 1 0 0 1 1 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 ❑ 0 0 p 0 0 0 0 0 0 0 1 9 0 1 0 0 0 0 0 1 0 1 0 p o 0 0 0 0 0 0 ❑ 0 p ❑ o ❑ 0 0 ❑ 0 ❑ ❑ o p a 0 0 0 a 0 0 0 4 12:45 AM 1:00 AM 1:15 AM 1:30 AM 1:45 AM 2:00 AM 2:15 AM 2:30 AM 2:45 AM 3:9C AM 3:15 AM 3:30 AM 3:45 AM 4:00 AM 4:15 AM 4:30 AM 4:45 AM 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 6:30 AM &45 AM TOO AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 6:30 AM 8:45 AM 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:90 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 Q 0 0 0 D 9 a a 0 Q 0 0 0 0 0 0 a 0 0 0 ❑ ❑ 0 0 D 0 0 0 0 0 ❑ a D ❑ 0 0 1 0 0 1 0 0 D o 0 0 0 0 a o 0 ❑ 0 a Q a Q a 0 a a 0 0 D a 0 a 0 7 ❑ ❑ 1 0 ❑ ❑ a 0 0 Q 0 1 0 0 1 1 0 0 1 0 0 0 0 Q ❑ 0 0 0 0 0 0 1 0 Q 1 0 n 0 Q 0 0 0 ❑ 0 Q 0 Q a p 1 1 Q 0 0 0 0 0 D 0 a 0 0 ❑ a 1 a 1 q 0 D a 0 0 f 1 0 2 a 2 0 0 0 ❑ 0 p 0 0 a 0 0 n 2 1 0 3 a 0 0 n 1 q 9 1 1 1 0 2 Q ❑ ❑ 0 a D o ❑ p a 0 0 0 D a 0 ki 7.5 7 6.5 6 5.5 5 4.5 E 3.5 3 2.5 2 1.5 1 0.5 0 Sam Schwartz Sam Schwar6z 223 W. Jackson Suite 1101 Chicago, Illinois, United States 60606 173.305.0800 kmurphy@samschwartz.com 0 0 0 0 O M O M C3 0 M C? O M O O 0 0 O 0 0 C3 CY n N O O N O C7 O N C] 0 N C3 C3 C3 CD O N CD N C3 2 O M O r- R rZ t ram,- r n tZ t-� � 4 a CDQ o a o r- a CD I- c, a o o 0 o a o o Time of Day 8 7.5 7 6.5 s 5.5 5 45 a 3.5 3 2.5 2 1.5 1 0.5 0 ■ Lights 0 Mediums ■ Articulated Trucks Count Name: S. Caron Rd.@West Access Site Code: Start Date: 07127/2021 Page No: 13 Sam Schwartz Trip Generation Derived Rates samschwartz.com Sam Schwartz Table A. Rochelle, IL Site Trip Generation Data Independent Weekday Morning Weekday Evening Vehicle Type Variable Daily Peak Peak Passenger = 4.133°(X) T° = 0.675°(X) T° = 0.283o(X) Vehicles # of employees o 51 /o in 149 /° out 80 /o in 120 /° out 29 /° in 171 out /o T = 25 (X) T = 1.724 (X) T = 0.862 (X) Trucks # of modules 47% in / 53% out 100 % in 10% out 50% in 150% out T - Trips generated X = Independent Variable Table B. Yorkville, IL Site Trip Generation Vehicle Type Independent Variable Daily Weekday Morning Peak Weekday Evening Peak T = 0.283*(141 first 261 total T = 0.675*(141 first shift employees) + Passenger employees T = 4.133 (261 shift employees) = 0.675*(120 second Vehicles (141 first shift, employees} = 1,080 95 shift employees) - 120 second 51% in 149% out 80% in 120%out 120 shift) 63% in 137% out T = 25*(4) = 100 T = 1.724*(4) = 5 T = 0.862*(4) = 5 Trucks 4 modules 50% in / 50% out 100 % in 10% out 50% in / 50% out T = Trips generated Trips generated are rounded to the nearest five. samschwartz.com Sam Schwartz Capacity Analysis Results samschwartz.com Lanes, Volumes, Timings 1: E=ldamain Rd/Ashe Rd & Galena Rd 03/16/2022 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations + r + r t r t rrt Traffic Volume (vph) 90 115 35 55 65 10 15 195 75 5 70 45 Future Volume (vph) 90 115 35 55 65 10 15 195 75 5 70 45 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1906 1923 1574 1392 1961 1468 1703 2000 1084 1805 1923 1501 At Permitted 0.708 0.676 0.655 0.599 Satd. Flow (perm) 1421 1923 1574 990 1961 1468 1174 2000 1084 1138 1923 1501 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 109 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 4% 6% 34% 2% 10% 6% 0% 44% 0% 4% 4% Adj. Flaw (vph) 99 126 38 60 71 11 16 214 82 5 77 49 Shared Lane Traffic (%) Lane Group Flow (vph) 99 126 38 60 71 11 16 214 82 5 77 49 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane J` - Headway Factor 0.92 0.94 0,96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Scenario 1 Plano Greenhouse 7:30 am 0712212021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 1 Lanes, Volumes, Timings 1: Eldamain RdlAshe Rd & Galena Rd 03/16/2022 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 5 2 3 1 6 7 3 8 1 7 4 5 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 5 2 3 1 6 7 3 8 1 7 4 5 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 120 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7,0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 40 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2,0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 TO 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 34.1 28,9 41.5 33.9 28.8 41.2 21.5 19.2 32.1 20.0 16.7 29.7 Actuated g1C Ratio 0,46 0,39 0.56 0.46 0.39 0.55 0.29 0.26 0.43 0.27 0.22 0.40 v1c Ratio 0.14 0.17 0.04 0.12 0.09 0.01 0.04 0.41 0.16 0.01 0.18 0.07 Control Delay 11.6 19.5 0.1 11.9 19.0 0.0 17.5 27.9 2.8 17.2 27.6 0.2 Queue Delay 0.0 00 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.6 19.5 0.1 11.9 19.0 0.0 17.5 27.9 2.8 17.2 27.6 0.2 LOS B B A B B A B C A B C A Approach Delay 13.7 14.5 20.8 16.9 Approach LOS B B C B Queue Length 50th (ft) 24 43 0 14 24 0 5 78 0 2 33 0 Queue Length 95th (ft) 56 90 0 38 57 0 18 164 17 9 69 1 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity(vph) 700 747 941 493 759 880 393 679 535 378 638 673 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.1.4 0.17 0.04 0.12 0.09 0.01 0.04 0.32 0.15 0.01 0.12 H7 Intersection Summar Area Type: Other _ Cycle Length: 90 Actuated Cycle Length:74.3 Natural Cycle: 80 Control Type: Actuated -Uncoordinated Max�mum We Ratio: 0.41 Intersection Signal Delay: 17.0 Intersection LOS: B Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1 Eldamain RdlAshe Rd & Galena Rd {{{{ �5 01 03 � 04 05 06 07 03 Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *r T+ 1 T Traffic Volume (vph) 1 1 1 10 1 10 1 275 20 5 155 1 Future Volume (vph) 1 1 1 10 1 10 1 275 20 5 155 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Frt 0.955 0.962 0.990 0.999 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1583 0 1745 1772 0 1745 1571 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1583 0 1745 1772 0 1745 1571 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%} 0% 0% 0% 0% 0% 0% 0% 10% 5% 0% 25% 0% Adj. Flow (vph) 1 1 1 11 1 11 1 302 22 5 170 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 11 12 0 1 324 0 5 171 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft) 0 0 0 0 Crosswalk VVidth(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0,96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.7% ICU Level of Service A Analysis Period (min)15 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 3 HCM 6th TWSC 2: E=ldamain Rd & Farm Access/Corneils Rd 0311612022 Int Delay, slveh 0.6 oe7n� EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4� T+ 1� T Traffic Vol, vehlh 1 1 1 10 1 10 1 275 20 5 155 1 Future Vol, vehlh 1 1 1 10 1 10 1 275 20 5 155 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - - None - - None Storage Length 145 195 - 180 - Veh in Median Storage, # 0 - - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0 0 0 0 0 0 10 5 0 25 0 Mvmt Flow 1 1 1 11 1 11 1 302 22 5 170 1 Major/Minor Minor2 Minorl Majorl Major2 _ Conflicting Flow All 502 507 171 497 496 313 171 0 0 324 0 0 Stage 181 181 - 315 315 - - - - - - - Stage 2 321 326 - 182 181 - - - Critica€ Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 2.2 Pot Cap-1 Maneuver 483 471 878 487 478 732 1418 - 1247 - - Stage 1 825 754 - 700 659 - - - Stage 2 695 652 - 824 754 - - - - - - Piatoon blocked, Mov Cap-1 Maneuver 473 469 878 484 476 732 1418 1247 Mov Cap-2 Maneuver 473 469 - 484 476 - - - Stage 1 824 751 - 699 658 - Stage 2 683 651 - 818 751 Approach EB WB NB SB HCM Control Delay, s 11.5 11.3 0 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLnlWBLn2 SBL SBT SBR Capacity (vehlh) 1418 557 484 698 1247 HCM Lane VIC Ratio 0.001 0.006 0.023 0.017 0.004 HCM Control Delay (s) 7.5 - 11.5 12.6 10.2 7.9 - - HCM Lane LOS A B B B A HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 0 - - Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 4 Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 0311612022 '+1 I Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations '� t t If Traffic Volume (vph) 15 5 5 280 150 15 Future Volume (vph) 15 5 5 280 150 15 Ideal Flow (vphpi) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util, Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 Fit Protected 0.963 0.950 Satd. Flow (prot) 1024 0 953 1968 1797 863 Fit Permitted 0.963 0.950 Satd. Flow (perm) 1024 0 953 1958 1797 863 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 100% 83% 83% 5% 15% 81% Adj. Flow (vph) 16 5 5 304 163 16 Shared Lane Traffic (%) Lane Group Flow (vph) 21 0 5 304 163 16 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 090 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summa; . Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.0% ICU Level of Service A Analysis Period (min)15 Scenario 1 Plano Greenhouse 7:30 am 07/2212021 Existing AM Peak Hour Synchro 11 Report Sash Schwartz Page 5 HCM 6th TWSC I Eldamain Rd & Grundy Access 03/16/2022 Int Delay, slveh 0.6 NBT Lane Configurations Y I t Traffic Vol, vehlh 15 5 5 280 Future Vol, vehlh 15 5 5 280 Conflicting Peds, #Ihr 0 0 0 0 SBT SBR t r 150 15 150 15 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 155 - 160 Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 100 83 83 5 15 81 Mvmt Flow 16 5 5 304 163 16 Major[Minor Minor2 Ma'or1 Maor2 Conflicting Flow All 477 163 179 0 0 Stage 1 163 - - - - Stage 2 314 - - Critical Hdwy 7.4 7.03 4.93 Criticai Hdwy Stg 1 6.4 - - Critical Hdwy Stg 2 6.4 - - - Follow-up Hdwy 4.4 4.047 2.947 Pot Cap-1 Maneuver 405 708 1028 Stage 1 675 Stage 2 564 - - - Platoon blocked, % Mov Cap-1 Maneuver 403 708 1028 Mov Cap-2 Maneuver 403 - - Stage 1 672 - - Stage 2 564 Approach EB NB SB HCM Control Delay, s 13.4 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (vehlh) 1028 452 - - HCM Lane VIC Ratio 0,005 0.048 - - HCM Control Delay (s) 8.5 13.4 - - HCM Lane LOS A B - - HCM 95th %tile Q(veh) 0 0.2 - - Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 6