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ITP Implementation Task Force Packet 2011 03-07-11 United City of Yorkville 800 Game Farm Road EST. -1 _ _ 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 o� 1 _ v �. Fax: 630-553-7575 ALE �Vv AGENDA INTEGRATED TRANSPORTATION PLAN IMPLEMENTATION TASK FORCE Monday, March 7, 2011 7:30 PM City Hall Conference Room 800 Game Farm Road 1. Public Comment 2. ITEP Grant 3. ITEP Funding 4. CMAQ Grant 5. Additional business 6. Next Meeting Date: TBD ° ''`o Memorandum EST. ,Z 1836 To: ITP Committee From: Laura Schraw, City Park Designer 0 L CC: Bart Olson, City Administrator Krysti Barksdale-Noble, Community Development Director <LE ��,�'` Joe Wywrot, City Engineer Date: March 3, 2011 Subject: ITEP Agreement Attached are the two agreements for the ITEP Grant for Kennedy Road. Local Agency State Contract Day Labor Local Contract RR Force Account Illinois Department of Transportation Local Agency Agreement Section Fund Type ITEP Number for Federal Participation Construction En ineerin Right- f-Wa Job Number Project Number Job Number Project Number Job Number Project Number This Agreement is made and entered into between the above local agency hereinafter referred to as the"LA"and the state of Illinois, acting by and through its Department of Transportation, hereinafter referred to as"STATE". The STATE and LA jointly propose to improve the designated location as described below. The improvement shall be constructed in accordance with plans approved by the STATE and the STATE's policies and procedures approved and/or required by the Federal Highway Administration hereinafter referred to as"FHWA". Location Local Name Route Length Termini Current Jurisdiction Existing Structure No Project Description Division of Cost Type of Work FHWA % STATE % LA % Total Participating Construction ( ) ( ) ( ) Non-Participating Construction ( ) ( ) ( ) Preliminary Engineering ( ) ( ) ( ) Construction Engineering ( ) ( ) ( ) Right of Way ( ) ( ) ( ) Railroads ( ) ( ) ( ) Utilities ( ) ( ) ( ) Materials TOTAL $ $ $ $ NOTE: The costs shown in the Division of Cost table are approximate and subject to change. The final LA share is dependent on the final Federal and State participation. The actual costs will be used in the final division of cost for billing and reimbursment. If funding is not a percentage of the total,place an asterisk in the space provided for the percentage and explain above. The Federal share of construction engineering may not exceed 15%of the Federal share of the final construction cost. Local Agency Appropriation By execution of this Agreement,the LA is indicating sufficient funds have been set aside to cover the local share of the project cost and additional funds will be appropriated, if required,to cover the LA's total cost. Method of Financing (State Contract Work) METHOD A---Lump Sum (80%of LA Obligation) METHOD B--- Monthly Payments of METHOD C---LA's Share divided by estimated total cost multiplied by actual progress payment. (See page two for details of the above methods and the financing of Day Labor and Local Contracts) Printed on 3/3/2011 Page 1 of 5 BLR 05310(12/08/10) Agreement Provisions THE LA AGREES: (1) To acquire in its name, or in the name of the state if on the state highway system, all right-of-way necessary for this project in accordance with the requirements of Titles II and III of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, and established state policies and procedures. Prior to advertising for bids,the LA shall certify to the STATE that all requirements of Titles II and III of said Uniform Act have been satisfied. The disposition of encroachments, if any, will be cooperatively determined by representatives of the LA, and STATE and the FHWA, if required. (2) To provide for all utility adjustments, and to regulate the use of the right-of-way of this improvement by utilities, public and private, in accordance with the current Utility Accommodation Policy for Local Agency Highway and Street Systems. (3) To provide for surveys and the preparation of plans for the proposed improvement and engineering supervision during construction of the proposed improvement. (4) To retain jurisdiction of the completed improvement unless specified otherwise by addendum (addendum should be accompanied by a location map). If the improvement location is currently under road district jurisdiction, an addendum is required. (5) To maintain or cause to be maintained, in a manner satisfactory to the STATE and FHWA, the completed improvement, or that portion of the completed improvement within its jurisdiction as established by addendum referred to in item 4 above. (6) To comply with all applicable Executive Orders and Federal Highway Acts pursuant to the Equal Employment Opportunity and Nondiscrimination Regulations required by the U.S. Department of Transportation. (7) To maintain,for a minimum of 3 years after the completion of the contract, adequate books, records and supporting documents to verify the amounts, recipients and uses of all disbursements of funds passing in conjunction with the contract;the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the department; and the LA agrees to cooperate fully with any audit conducted by the Auditor General and the department; and to provide full access to all relevant materials. Failure to maintain the books, records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. (8) To provide if required,for the improvement of any railroad-highway grade crossing and rail crossing protection within the limits of the proposed improvement. (9) To comply with Federal requirements or possibly lose(partial or total) Federal participation as determined by the FHWA. (10) (State Contracts Only) That the method of payment designated on page one will be as follows: Method A- Lump Sum Payment. Upon award of the contract for this improvement,the LA will pay to the STATE, in lump sum, an amount equal to 80%of the LA's estimated obligation incurred under this Agreement, and will pay to the STATE the remainder of the LA's obligation (including any nonparticipating costs) in a lump sum, upon completion of the project based upon final costs. Method B- Monthly Payments. Upon award of the contract for this improvement,the LA will pay to the STATE, a specified amount each month for an estimated period of months, or until 80%of the LA's estimated obligation under the provisions of the Agreement has been paid, and will pay to the STATE the remainder of the LA's obligation (including any nonparticipating costs)in a lump sum, upon completion of the project based upon final costs. Method C- Progress Payments. Upon receipt of the contractor's first and subsequent progressive bills for this improvement,the LA will pay to the STATE, an amount equal to the LA's share of the construction cost divided by the estimated total cost, multiplied by the actual payment(appropriately adjusted for nonparticipating costs)made to the contractor until the entire obligation incurred under this Agreement has been paid. (11) (Day Labor or Local Contracts) To provide or cause to be provided all of the initial funding, equipment, labor, material and services necessary to construct the complete project. (12) (Preliminary Engineering) In the event that right-of-way acquisition for, or actual construction of the project for which this preliminary engineering is undertaken with Federal participation is not started by the close of the tenth fiscal year following the fiscal year in which this agreement is executed, the LA will repay the STATE any Federal funds received under the terms of this Agreement. (13) (Right-of-Way Acquisition) In the event that the actual construction of the project on this right-of-way is not undertaken by the close of the twentieth fiscal year following the fiscal year in which this Agreement is executed, the LA will repay the STATE any Federal Funds received under the terms of this Agreement. Printed on 3/3/2011 Page 2 of 5 BLR 05310(12/08/10) (14) (Railroad Related Work Only) The estimates and general layout plans for at-grade crossing improvements should be forwarded to the Rail Safety and Project Engineer, Room 204, Illinois Department of Transportation, 2300 South Dirksen Parkway, Springfield, Illinois, 62764. Approval of the estimates and general layout plans should be obtained prior to the commencement of railroad related work. All railroad related work is also subject to approval be the Illinois Commerce Commission (ICC). Final inspection for railroad related work should be coordinated through appropriate IDOT District Bureau of Local Roads and Streets office. Plans and preemption times for signal related work that will be interconnected with traffic signals shall be submitted to the ICC for review and approval prior to the commencement of work. Signal related work involving interconnects with state maintained traffic signals should also be coordinated with the IDOT's District Bureau of Operations. The LA is responsible for the payment of the railroad related expenses in accordance with the LA/railroad agreement prior to requesting reimbursement from IDOT. Requests for reimbursement should be sent to the appropriate IDOT District Bureau of Local Roads and Streets office. Engineer's Payment Estimates in accordance with the Division of Cost on page one. (15) And certifies to the best of its knowledge and belief its officials: (a) are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency; (b) have not within a three-year period preceding this Agreement been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain or performing a public(Federal, State or local)transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft,forgery, bribery,falsification or destruction of records, making false statements receiving stolen property; (c) are not presently indicted for or otherwise criminally or civilly charged by a governmental entity(Federal, State, local)with commission of any of the offenses enumerated in item (b)of this certification; and (d) have not within a three-year period preceding the Agreement had one or more public transactions(Federal, State, local) terminated for cause or default. (16) To include the certifications, listed in item 15 above and all other certifications required by State statutes, in every contract, including procurement of materials and leases of equipment. (17) (State Contracts) That execution of this agreement constitutes the LA's concurrence in the award of the construction contract to the responsible low bidder as determined by the STATE. (18) That for agreements exceeding$100,000 in federal funds, execution of this Agreement constitutes the LA's certification that: (a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or any employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any cooperative agreement, and the extension, continuation, renewal, amendment or modification of any Federal contract, grant, loan or cooperative agreement; (b) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or an employee of a Member of Congress, in connection with this Federal contract, grant, loan or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying", in accordance with its instructions; (c) The LA shall require that the language of this certification be included in the award documents for all subawards at all ties (including subcontracts, subgrants and contracts under grants, loans and cooperative agreements)and that all subrecipients shall certify and disclose accordingly. (19) To regulate parking and traffic in accordance with the approved project report. (20) To regulate encroachments on public right-of-way in accordance with current Illinois Compiled Statutes. (21) To regulate the discharge of sanitary sewage into any storm water drainage system constructed with this improvement in accordance with current Illinois Compiled Statutes. (22) That the LA may invoice the STATE monthly for the FHWA and/or STATE share of the costs incurred for this phase of the improvement. The LA will submit supporting documentation with each request for reimbursement from the STATE. Supporting documentation is defined as verification of payment, certified time sheets,vendor invoices, vendor receipts, and other documentation supporting the requested reimbursement amount. (23) To complete this phase of the project within three years from the date this agreement is approved by the STATE if this portion of the project described in the Project Description does not exceed $1,000,000(five years if the project costs exceed$1,000,000). (24) Upon completion of this phase of the improvement,the LA will submit to the STATE a complete and detailed final invoice with all applicable supporting supporting documentation of all incurred costs, less previous payments, no later than one year from the date of completion of this phase of the improvement. If a final invoice is not received within one year of completion of this phase of the improvement, the most recent invoice may be considered the final invoice and the obligation of the funds closed. Printed on 3/3/2011 Page 3 of 5 BLR 05310(12/08/10) (25) (Single Audit Requirements) That if the LA receives$500,000 or more a year in federal financial assistance they shall have an audit made in accordance with the Office of Management and Budget(OMB)Circular No.A-133. LA's that receive less than $500,000 a year shall be exempt from compliance. A copy of the audit report must be submitted to the STATE with 30 days after the completion of the audit, but no later than one year after the end of the LA's fiscal year. The CFDA number for all highway planning and construction activities is 20.205. (26) That the LA is required to register with the Central Contractor Registration (CCR),which is a web-enabled government-wide application that collects, validates, stores, and disseminates business information about the federal government's trading partners in support of the contract award and the electronic payment processes. If you do not have a CCR number, you must register at https://www.bpn.gov/ccr. If the LA, as a sub-recipient of a federal funding, receives an amount equal to or greater than$25,000(or which equals or exceeds that amount by addition of subsequent funds),this agreement is subject to the following award terms: http://edocket.access.gpo.gov/2010/pdf/2010-22705.pdf and http://edocket.access.gpo.gov/2010/pdf/2010-22706.pdf. THE STATE AGREES: (1) To provide such guidance, assistance and supervision and to monitor and perform audits to the extent necessary to assure validity of the LA's certification of compliance with Titles II and III requirements. (2) (State Contracts) To receive bids for the construction of the proposed improvement when the plans have been approved by the STATE(and FHWA, if required)and to award a contract for construction of the proposed improvement, after receipt of a satisfactory bid. (3) (Day Labor) To authorize the LA to proceed with the construction of the improvement when Agreed Unit Prices are approved and to reimburse the LA for that portion of the cost payable from Federal and/or State funds based on the Agreed Unit Prices and Engineer's Payment Estimates in accordance with the Division of Cost on page one. (4) (Local Contracts) That for agreements with Federal and/or State funds in engineering, right-of-way, utility work and/or construction work: (a) To reimburse the LA for the Federal and/or State share on the basis of periodic billings, provided said billings contain sufficient cost information and show evidence of payment by the LA; (b) To provide independent assurance sampling,to furnish off-site material inspection and testing at sources normally visited by STATE inspectors of steel, cement, aggregate, structural steel and other materials customarily tested by the STATE. IT IS MUTUALLY AGREED: (1) Construction of the project will utilize domestic steel as required by Section 106.01 of the current edition of the Standard Specifications for Road and Bridge Construction. (2) That this Agreement and the covenants contained herein shall become null and void in the event that the FHWA does not approve the proposed improvement for Federal-aid participation or the contract covering the construction work contemplated herein is not awarded within three years of the date of execution of this Agreement. (3) This Agreement shall be binding upon the parties,their successors and assigns. (3) For contracts awarded by the LA, the LA shall not discriminate on the basis of race, color, national origin or sex in the award and performance of any USDOT—assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The LA shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of USDOT—assisted contracts. The LA's DBE program, as required by 49 CFR part 26 and as approved by USDOT, is incorporated by reference in this Agreement. Upon notification to the recipient of its failure to carry out its approved program, the department may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). In the absence of a USDOT—approved LA DBE Program or on State awarded contracts,this Agreement shall be administered under the provisions of the STATE's USDOT approved Disadvantaged Business Enterprise Program. (4) In cases where the STATE is reimbursing the LA, obligations of the STATE shall cease immediately without penalty or further payment being required if, in any fiscal year,the Illinois General Assembly or applicable Federal Funding source fails to appropriate or otherwise make available funds for the work contemplated herein. (5) All projects for the construction of fixed works which are financed in whole or in part with funds provided by this Agreement and/or amendment shall be subject to the Prevailing Wage Act(820 ILCS 130/0.01 et seq.)unless the provisions of that Act exempt its application Printed on 3/3/2011 Page 4 of 5 BLR 05310(12/08/10) ADDENDA Additional information and/or stipulations are hereby attached and identified below as being a part of this Agreement. Number 1 Location Map (Insert addendum numbers and titles as applicable) The LA further agrees, as a condition of payment, that it accepts and will comply with the applicable provisions set forth in this Agreement and all exhibits indicated above. APPROVED APPROVED Local Agency State of Illinois Department of Transportation Name of Official (Print or Type Name) Gary Hannig,Secretary of Transportation Date By: Title (County Board Chairperson/Mayor/Village President/etc.) (Delegate's Signature) (Delegate's Name-Printed) (Signature) Date The above signature certifies the agency's TIN number is Christine M.Reed,Director of Highways/Chief Engineer Date conducting business as a Governmental Entity. DUNS Number Ellen J.Schanzle-Haskins,Chief Counsel Date Matthew R.Hughes,Acting Director of Finance and Administration Date NOTE: If signature is by an APPOINTED official, a resolution authorizing said appointed official to execute this agreement is required. Printed on 3/3/2011 Page 5 of 5 BLR 05310(12/08/10) Local Agency Consultant Illinois Department p of Transportation C County C O Address A N Section L S City Project No. A Preliminary Engineering U State Services Agreement Job No. E For A Zip Code Contact Name/Phone/E-mail Address N Federal Participation N Contact Name/Phone/E-mail Address C T Y THIS AGREEMENT is made and entered into this day of between the above Local Agency(LA)and Consultant(ENGINEER)and covers certain professional engineering services in connection with the PROJECT. Federal-aid funds allotted to the LA by the state of Illinois under the general supervision of the Illinois Department of Transportation (STATE)will be used entirely or in part to finance engineering services as described under AGREEMENT PROVISIONS. Project Description Name Route Length Structure No. Termini Description Agreement Provisions I. THE ENGINEER AGREES, 1. To perform or be responsible for the performance, in accordance with STATE approved design standards and policies, of engineering services for the LA for the proposed improvement herein described. 2. To attend any and all meetings and visit the site of the proposed improvement at any reasonable time when requested by representatives of the LA or STATE. 3. To complete the services herein described within calendar days from the date of the Notice to Proceed from the LA, excluding from consideration periods of delay caused by circumstances beyond the control of the ENGINEER. 4. The classifications of the employees used in the work should be consistent with the employee classifications and estimated man- hours shown in EXHIBIT A. If higher-salaried personnel of the firm, including the Principal Engineer, perform services that are indicated in Exhibit A to be performed by lesser-salaried personnel,the wage rate billed for such services shall be commensurate with the payroll rate for the work performed. 5. That the ENGINEER is qualified technically and is entirely conversant with the design standards and policies applicable for the PROJECT; and that the ENGINEER has sufficient properly trained, organized and experienced personnel to perform the services enumerated herein. 6. That the ENGINEER shall be responsible for the accuracy of the work and shall promptly make necessary revisions or corrections resulting from the ENGINEER's errors, omissions or negligent acts without additional compensation. Acceptance of work by the STATE will not relieve the ENGINEER of the responsibility to make subsequent correction of any such errors or omissions or for clarification of any ambiguities. 7. That all plans and other documents furnished by the ENGINEER pursuant to this AGREEMENT will be endorsed by the ENGINEER and will affix the ENGINEER's professional seal when such seal is required bylaw. Plans for structures to be built as apart of the improvement will be prepared under the supervision of a registered structural engineer and will affix structural engineer seal when such seal is required bylaw. It will be the ENGINEER's responsibility to affix the proper seal as required by the Bureau of Local Roads and Streets manual published by the STATE. 8. That the ENGINEER will comply with applicable federal statutes, state of Illinois statutes, and local laws or ordinances of the LA. Page 1 of 7 BLR 05610(Rev.9/06) Printed on 3/3/2011 3:42:57 PM 9. The undersigned certifies neither the ENGINEER nor I have: a. employed or retained for commission, percentage, brokerage, contingent fee or other considerations, any firm or person (other than a bona fide employee working solely for me or the above ENGINEER)to solicit or secure this AGREEMENT, b. agreed, as an express or implied condition for obtaining this AGREEMENT,to employ or retain the services of any firm or person in connection with carrying out the AGREEMENT or c. paid, or agreed to pay any firm, organization or person (other than a bona fide employee working solely for me or the above ENGINEER)any fee, contribution, donation or consideration of any kind for, or in connection with, procuring or carrying out the AGREEMENT. d. are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency, e. have not within a three-year period preceding the AGREEMENT been convicted of or had a civil judgment rendered against them for commission of fraud or criminal offense in connection with obtaining, attempting to obtain or performing a public (Federal, State or local)transaction; violation of Federal or State antitrust statutes or commission of embezzlement,theft, forgery, bribery,falsification or destruction of records, making false statements or receiving stolen property, f. are not presently indicted for or otherwise criminally or civilly charged by a government entity(Federal, State or local)with commission of any of the offenses enumerated in paragraph (e)and g. have not within a three-year period preceding this AGREEMENT had one or more public transactions(Federal, State or local) terminated for cause or default. 10. To pay its subconsultants for satisfactory performance no later than 30 days from receipt of each payment from the LA. 11. To submit all invoices to the LA within one year of the completion of the work called for in this AGREEMENT or any subsequent Amendment or Supplement. 12. To submit BLR 05613, Engineering Payment Report,to the STATE upon completion of the project(Exhibit B). 13. Scope of Services to be provided by the ENGINEER: ❑ Make such detailed surveys as are necessary for the planning and design of the PROJECT. ❑ Make stream and flood plain hydraulic surveys and gather both existing bridge upstream and downstream high water data and flood flow histories. ❑ Prepare applications for U.S.Army Corps of Engineers Permit, Illinois Department of Natural Resources Office of Water Resources Permit and Illinois Environmental Protection Agency Section 404 Water Quality Certification. ❑ Design and/or approve cofferdams and superstructure shop drawings. ❑ Prepare Bridge Condition Report and Preliminary Bridge Design and Hydraulic Report, (including economic analysis of bridge or culvert types and high water effects on roadway overflows and bridge approaches). ❑ Prepare the necessary environmental and planning documents including the Project Development Report, Environmental Class of Action Determination or Environmental Assessment, State Clearinghouse, Substate Clearinghouse and all necessary environmental clearances. ❑ Make such soil surveys or subsurface investigations including borings and soil profiles as may be required to furnish sufficient data for the design of the proposed improvement. Such investigations to be made in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal-Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE. ❑ Analyze and evaluate the soil surveys and structure borings to determine the roadway structural design and bridge foundation. ❑ Prepare preliminary roadway and drainage structure plans and meet with representatives of the LA and STATE at the site of the improvement for review of plans prior to the establishment of final vertical and horizontal alignment, location and size of drainage structures, and compliance with applicable design requirements and policies. ❑ Make or cause to be made such traffic studies and counts and special intersection studies as may be required to furnish sufficient data for the design of the proposed improvement. ❑ Complete the general and detailed plans, special provisions and estimate of cost. Contract plans shall be prepared in accordance with the guidelines contained in the Bureau of Local Roads and Streets manual. The special provisions and detailed estimate of cost shall be furnished in quadruplicate. ❑ Furnish the LA with survey and drafts in quadruplicate all necessary right-of-way dedications, construction easements and borrow pit and channel change agreements including prints of the corresponding plats and staking as required. Page 2 of 7 BLR 05610(Rev.9/06) Printed on 3/3/2011 3:42:57 PM II. THE LA AGREES, 1. To furnish the ENGINEER all presently available survey data and information 2. To pay the ENGINEER as compensation for all services rendered in accordance with this AGREEMENT, on the basis of the following compensation formulas: Cost Plus Fixed Fee ❑ CPFF= 14.5%[DL+ R(DL)+ OH(DL)+ IHDC], or ❑ CPFF= 14.5%[DL+ R(DL)+ 1.4(DL)+ IHDC], or ❑ CPFF= 14.5%[(2.3+ R)DL+ IHDC] Where: DL= Direct Labor IHDC= In House Direct Costs OH = Consultant Firm's Actual Overhead Factor R= Complexity Factor Specific Rate ❑ (Pay per element) Lump Sum ❑ 3. To pay the ENGINEER using one of the following methods as required by 49 CFR part 26 and 605 ILCS 5/5-409: ❑ With Retainage a) For the first 50%of completed work, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to 90%of the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) After 50%of the work is completed, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments covering work performed shall be due and payable to the ENGINEER, such payments to be equal to 95%of the value of the partially completed work minus all previous partial payments made to the ENGINEER. c) Final Payment—Upon approval of the work by the LA but not later than 60 days after the work is completed and reports have been made and accepted by the LA and the STATE, a sum of money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. ❑ Without Retainage a) For progressive payments—Upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) Final Payment—Upon approval of the work by the LA but not later than 60 days after the work is completed and reports have been made and accepted by the LA and STATE, a sum o money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. 4. The recipient shall not discriminate on the basis of race, color, national origin or sex in the award and performance of any DOT- assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The recipient shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of DOT-assisted contracts. The recipient's DBE program, as required by 49 CFR part 26 and as approved by DOT, is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as violation of this agreement. Upon notification to the recipient of its failure to carry out its approved program,the Department may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). Ill. IT IS MUTALLY AGREED, 1. That no work shall be commenced by the ENGINEER prior to issuance by the LA of a written Notice to Proceed. 2. That tracings, plans, specifications, estimates, maps and other documents prepared by the ENGINEER in accordance with this AGREEMENT shall be delivered to and become the property of the LA and that basic survey notes, sketches, charts and other data prepared or obtained in accordance with this AGREEMENT shall be made available, upon request,to the LA or to the STATE, without restriction or limitation as to their use. Page 3 of 7 BLR 05610(Rev.9/06) Printed on 3/3/2011 3:42:57 PM 3. That all reports, plans, estimates and special provisions furnished by the ENGINEER shall be in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal-Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE, it being understood that all such furnished documents shall be approved by the LA and the STATE before final acceptance. During the performance of the engineering services herein provided for,the ENGINEER shall be responsible for any loss or damage to the documents herein enumerated while they are in the ENGINEER's possession and any such loss or damage shall be restored at the ENGINEER's expense. 4. That none of the services to be furnished by the ENGINEER shall be sublet, assigned or transferred to any other party or parties without written consent of the LA. The consent to sublet, assign or otherwise transfer any portion of the services to be furnished by the ENGINEER shall not be construed to relieve the ENGINEER of any responsibility for the fulfillment of this agreement. 5. To maintain,for a minimum of 3 years after the completion of the contract, adequate books, records and supporting documents to verify the amounts, recipients and uses of all disbursements of funds passing in conjunction with the contract;the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the STATE; and to provide full access to all relevant materials. Failure to maintain the books, records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. 6. The payment by the LA in accordance with numbered paragraph 3 of Section II will be considered payment in full for all services rendered in accordance with this AGREEMENT whether or not they be actually enumerated in this AGREEMENT. 7. That the ENGINEER shall be responsible for any and all damages to property or persons arising out of an error, omission and/or negligent act in the prosecution of the ENGINEER's work and shall indemnify and save harmless the LA, the STATE, and their officers, agents and employees from all suits, claims, actions or damages of any nature whatsoever resulting there from. These indemnities shall not be limited by the listing of any insurance policy. 8. This AGREEMENT may be terminated by the LA upon giving notice in writing to the ENGINEER at the ENGINEER's last known post office address. Upon such termination,the ENGINEER shall cause to be delivered to the LA all drawings, plats, surveys, reports, permits, agreements, soils and foundation analysis, provisions, specifications, partial and completed estimates and data, if any from soil survey and subsurface investigation with the understanding that all such material becomes the property of the LA. The LA will be responsible for reimbursement of all eligible expenses to date of the written notice of termination. 9. This certification is required by the Drug Free Workplace Act(301LCS 580). The Drug Free Workplace Act requires that no grantee or contractor shall receive a grant or be considered for the purpose of being awarded a contract for the procurement of any property or service from the State unless that grantee or contractor will provide a drug free workplace. False certification or violation of the certification may result in sanctions including, but not limited to, suspension of contract or grant payments,termination of a contract or grant and debarment of the contracting or grant opportunities with the State for at least one(1)year but no more than five(5)years. For the purpose of this certification, "grantee"or"contractor" means a corporation, partnership or other entity with twenty-five(25)or more employees at the time of issuing the grant, or a department, division or other unit thereof, directly responsible for the specific performance under a contract or grant of$5,000 or more from the State, as defined in the Act. The contractor/grantee certifies and agrees that it will provide a drug free workplace by: a. Publishing a statement: (1) Notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance, including cannabis, is prohibited in the grantee's or contractor's workplace. (2) Specifying the actions that will be taken against employees for violations of such prohibition. (3) Notifying the employee that, as a condition of employment on such contract or grant,the employee will: (a) abide by the terms of the statement; and (b) notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five(5) days after such conviction. b. Establishing a drug free awareness program to inform employees about: (1) The dangers of drug abuse in the workplace; (2) The grantee's or contractor's policy of maintaining a drug free workplace; (3) Any available drug counseling, rehabilitation and employee assistance program; and (4) The penalties that may be imposed upon an employee for drug violations. c. Providing a copy of the statement required by subparagraph (a)to each employee engaged in the performance of the contract or grant and to post the statement in a prominent place in the workplace. d. Notifying the contracting or granting agency within ten (10)days after receiving notice under part(B)of paragraph (3)of subsection (a)above from an employee or otherwise receiving actual notice of such conviction. e. Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program by, f. Assisting employees in selecting a course of action in the event drug counseling, treatment and rehabilitation is required and indicating that a trained referral team is in place. g. Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. Page 4 of 7 BLR 05610(Rev.9/06) Printed on 3/3/2011 3:42:57 PM 10. The ENGINEER or subconsultant shall not discriminate on the basis of race, color, national origin or sex in the performance of this AGREEMENT. The ENGINEER shall carry out applicable requirements of 49 CFR part 26 in the administration of DOT assisted contracts. Failure by the ENGINEER to carry out these requirements is a material breach of this AGREEMENT, which may result in the termination of this AGREEMENT or such other remedy as the LA deems appropriate. Agreement Summary Prime Consultant: TIN Number A reement Amount Sub-Consultants: TIN Number Agreement Amount Sub-Consultant Total: Prime Consultant Total: Total for all Work: Executed by the LA: (Municipality/Township/County) ATTEST: By: By: Clerk Title: (SEAL) Executed by the ENGINEER: ATTEST: By: By: Title: Title: Page 5 of 7 BLR 05610(Rev.9/06) Printed on 3/3/2011 3:42:57 PM Exhibit A- Preliminary Engineering Route: Local Agency: *Firm's approved rates on file with IDOT'S (Municipality/Township/County) Bureau of Accounting and Auditing: Section: Project: Overhead Rate (OH) 0.00 % Job No.: Complexity Factor(R) 0.00 Calendar Days Method of Compensation: Cost Plus Fixed Fee 1 ❑ 14.5%[DL + R(DL) + OH(DL) + IHDC] Cost Plus Fixed Fee 2 ❑ 14.5%[DL + R(DL) + 1.4(DL) + IHDC] Cost Plus Fixed Fee 3 ❑ 14.5%[(2.3 + R)DL + IHDC] Specific Rate ❑ Lump Sum ❑ Cost Estimate of Consultant's Services in Dollars Employee Man- Payroll Payroll Services by In-House Element of Work Classification Hours Rate Costs (DL) Overhead* Others Direct Costs Profit Total (IHDC) Totals 0.00 Page 6 of 7 B L R 05610(Rev. 9/06) Printed on 3/3/2011 3:42:57 PM Exhibit B Illinois Department of Transportation Engineering Payment Report Prime Consultant Name Address Telephone TIN Number Project Information Local Agency Section Number Project Number Job Number This form is to verify the amount paid to the Sub-consultant on the above captioned contract. Under penalty of law for perjury or falsification, the undersigned certifies that work was executed by the Sub-consultant for the amount listed below. Sub-Consultant Name TIN Number Actual Payment from Prime Sub-Consultant Total: Prime Consultant Total: Total for all Work Completed: Signature and title of Prime Consultant Date Note: The Department of Transportation is requesting disclosure of information that is necessary to accomplish the statutory purpose as outlined under state and federal law. Disclosure of this information is REQUIRED and shall be deemed as concurring with the payment amount specified above. Page 7 of 7 BLR 05610(Rev. 9/06) Printed on 3/3/2011 3:42:57 PM ° ''`o Memorandum EST. ,Z 1836 To: ITP Committee From: Laura Schraw, City Park Designer 0 L CC: Bart Olson, City Administrator Krysti Barksdale-Noble, Community Development Director <LE ��,�'` Joe Wywrot, City Engineer Date: March 3, 2011 Subject: CMAQ Memo Attached is the CMAQ Grant application for discussion on Route 34. Please see the attached Public Works Committee memo for a detailed description of the program. CMAP FY 2012-2016 CMAQ PROJECT APPLICATION FORM BICYCLE AND PEDESTRIAN FACILITIES I. PROJECT IDENTIFICATION PROJECT SPONSOR CONTACT INFORMATION—NAME,TITLE, United City of Yorkville AGENCY,ADDRESS,PHONE,E-MAIL(e-mail OTHER AGENCIES PARTICIPATING IN PROJECT required) Krysti Barksdale-Noble,Community Development Dir. United City of Yorkville 800 Game Farm Road TIP PROJECT ID,IF PROJECT IS ALREADY IN TIP Yorkville,IL 60560 630/553-8573 knoble@yorkville.il.us II. PROJECT LOCATION Note:Projects not readily identified by location should provide a project title on the last line of the Project Location section NAME OF STREET OR FACILITY TO BE IMPROVED MARKED ROUTE# US Route 34 US Route 34 PROJECT LIMITS:NORTHWEST REFERENCE POINT/CROSS ST/INTERSECTION MARKED ROUTE# MUNICIPALITY&COUNTY Eldamain Road County Route 7 Yorkville,Kendall County PROJECT LIMITS:SOUTHEAST REFERENCE POINT/CROSS ST/INTERSECTION MARKED ROUTE# MUNICIPALITY&COUNTY Center Parkway N/A Yorkville,Kendall County OTHER PROJECT LOCATION INFORMATION OR PROJECT TITLE US Route 34 Shared-Use Trail III. PROJECT FINANCING& CMAQ FUNDING REQUEST TOTAL PHASE CMAQ FUNDS OTHER FEDERAL FUNDS STARTING COSTS REQUESTED List prior CMAQ funding here. YEAR (THOUSANDS) (THOUSANDS) FUND TYPE AMOUNT ENGINEERING PHASE 1 2014 $80 $64 $ ENGINEERING PHASE 2 2015 $80 $64 $ RIGHT-OF-WAY N/A $50 $25 $ ACQUISITION CONSTRUCTION 2016 $860 $688 $ (INCLUDING CONST ENG) ENGINEERING(FOR N/A $0 $0 $ IMPLEMENTATION PROJECTS) IMPLEMENTATION N/A $0 $0 $ ALTERNATIVES N/A $0 $0 $ ANALYSIS TOTAL PROJECT COSTS $1,070 $841 SOURCE OF LOCAL MATCHING FUNDS: GEN-OP NOTE:IF SOFT MATCHING FUNDS ARE INTENDED TO BE USED,PLEASE CONTACT CMAP STAFF. HAVE THE MATCHING FUNDS BEEN SECURED(PROVIDE DETAILS): CMAP FY 2012-2016 CMAQ PROJECT APPLICATION FORM BICYCLE AND PEDESTRIAN FACILITIES - PAGE 2 IV. PROJECT EMISSIONS BENEFIT DATA TYPE OF PROJECT(CHECK PRIMARY USE): ❑x BICYCLE FACILITY ❑ PEDESTRIAN FACILITY MILES OF EXISTING BICYCLE/PEDESTRIAN FACILITIES INTERSECTING THE PROPOSED FACILITY:_17.57 IDENTIFY INTERSECTING FACILITIES: Project provides critical linkage to over 17.57 miles of trail and sidewalk and will be a part of Yorkville's approximately 130 miles of planned trail network. The following Roads(and existing bicycle or pedestrian facilities)will be directly connected to this trail(listed from East to West): Center Parkway running north and south(sidewalk);Game Farm Road running south(trail—2014);Cannonball Trail running north and south(trail north and sidewalk south);Beecher Road running south(trail); Sycamore Road running south(sidewalk);Diehl Farm Road running south(sidewalk). TRIP ATTRACTORS LINKED DIRECTLY TO THE PROPOSED FACILITY: Traveling west on US34 from IL47,this trail project links commercial and residential trip attractors including numerous businesses/restaurants and the Hillside Nursing home. It would then intersect with Game Farm Road/Somonauk Street. An intersecting trail is currently slated for construction in 2014 which connects multiple public and private facilities:Yorkville Public Works/Parks Department Facility,Yorkville Grade School,Yorkville High School Academy,Yorkville High School,all high school athletic fields and tennis courts,Parkview Christian Academy,Yorkville City Hall,Yorkville Public Library,Yorkville Police Station, Beecher Community Center and Beecher Park(the location of Yorkville's Labor Day Festival called Hometown Days which hosts approximately 45,000 people over the 3-day festival). The project furthers community safety as high school students during their lunch hour currently walk along Game Farm Road to US34,which has no bicycle or pedestrian facilities,to access a variety of restaurants. Continuing the trail from Game Farm Road over the Blackberry Creek links to another residential development,the Kendall County Government Center,and a major commercial district(Kendall Marketplace)located just past Cannonball Trail. Kendal Marketplace features approximately 800,000 SF of retail space including big box and lifestyle center development. The project would connect to an existing trail in front of the new Rush Copley Medical Center,the current home of an urgent care center and future hospital site,and would continue onto the Provena/Dreyer medical offices,another commercial enter,and the residential development of Fox Hill. Two city parks are located in this development;Fox Hill East Park and Fox Hill West Park,home to Yorkville's Disc Golf Course. Just beyond Fox Hill,the trail will cross the Rob Roy Creek and continute to an existing trail at Eldamain Road,the project terminus. The Plano YMCA is located at this intersection of US34 and Eldamain;a future City of Plano trail is also planned to connect to Yorkville on the south side of US34 at this intersection. This project furthers trails built in conjunction with local development and the Illinois Department of Transportation. It will connect Fox Hill,the Government Center,Rush Copley and Kendall Marketplace,which are all master-planned developments with internal trail systems that are currently not linked together. In addition to the various service and commercial properties along this route,over 1,000 homes(approximately 2,650 residents)are located within a half-mile of this planned facility. OFF-STREET BICYCLE FACILITY-PROVIDE TRAFFIC VOLUMES, SPEEDS AND PERCENT TRUCKS ON ADJACENT ROADWAY. IN ADDITION,PLEASE IDENTIFY EXISTING DESIGNATED BICYCLE FACILITIES IN THE PROXIMITY OF THE PROPOSED FACILITY. SUPPLY A MAP FROM RELEVANT BICYCLE PLAN(S),IF AVAILABLE. AADT:From Route 47 west to Cannonball Trail—21,200(11%trucks);Cannonball to Eldamain Road—17,700(11%trucks). Posted Speed: Center Parkway to Cannonball Trail—35MPH;Cannonball to Sycamore Road—45MPH; Sycamore to Eldamain Road—55MPH V. PROGRAM MANAGEMENT INFORMATION IS RIGHT-OF-WAY ACQUISITION REQUIRED FOR THIS PROJECT? EYES ❑ NO IF SO,HAS RIGHT-OF-WAY BEEN ACQUIRED? ❑ YES ENO INDICATE THE STATUS OF THE PRELIMINARY DESIGN: ❑N.A. ❑Not Begun❑x Underway❑ Submitted❑Approved ESTIMATED COMPLETION YEAR: 2016 VI. PROJECT DESCRIPTION AND MAP 1. PLEASE DESCRIBE PROJECT. FOR OUTREACH,PROMOTION OR MARKETING EFFORTS GIVE SPECIFIC DETAILS OF THE CAMPAIGN. DESCRIBE THE COORDINATION OF THESE EFFORTS WITH RESPECT TO OTHER SUCH CAMPAIGNS(SEE SECTION I.6 ON PAGE 34 OF THE INSTRUCTIONS): The United City of Yorkville is the county seat of Kendall County.The population increase according to the United States Census Bureau was from 6,189 in 2000 to 16,921 in 2010.This is a 173%growth in population over 10 years. This burgeoning population requires both increased transportation planning and non-vehicular transportation opportunities to accommodate the concomitant increase ADT. The United City of Yorkville works with IDOT(Illinois Tomorrow Corridor Planning Program Grant,Illinois Transportation Enhancement Grant)and IDNR(Bike Path Program)as well as local agencies and surrounding municipalities to update and implement its community shared-use trail plan. The project addressed in this application is a priority due to the increased public safety,and the presence of various regional trip attractors. US Highway 34 is the main east-west road between rural communities to the west of Yorkville and the southwest Chicago suburbs of Oswego,Aurora and Naperville.US 34,is a major commuter road,as well the home of a new business district for the City,Kendall Marketplace,consisting of several big box stores and various outlot development featuring a lifestyle center.City staff has been working both with the Illinois Department of Transportation and their road improvement projects and any developers along US 34 to locate an off road shared-use trail along Route 34 to allow users to access the community centers,businesses,and schools. Passenger vehicle and truck traffic will both continually increase on US34 as the commercial development grows along this corridor. The Illinois Department of Transportation has completed Phase I Engineering and soon hopes to begin Phase II Engineering for the widening of US 34 between Center Parkway and Cannonball Trail. The engineering plans include a 10'wide asphalt shared-use trail and improvements to the bridge over the Blackberry Creek. The off-road bicycle improvement within the constraints of the US 34 widening project will be engineered and constructed as part of widening project by the Illinois Department of Transportation with project reimbursement from the United City of Yorkville. The United City of Yorkville will be the lead agency for the remainder of the project,Cannonball Trail to Eldamain Road,coordinating the efforts among various entities,including IDOT and local developers,to provide a continuous trail connection to Yorkville residents. An off road shared-use facility is desired given the traffic volume and percentage of truck traffic,as listed above. The construction of this facility will provide United City of Yorkville residents a safe,continuous alternative transportation method linking residents to one of the county's largest commercial areas,medical services,and the Kendall County Government Center. The project also meets objectives of United City of Yorkville's Integrated Travel Plan,United City of Yorkville Comprehensive Plan,and Kendall County Forest Preserve District Trails and Greenways Plan. 2. PROJECT MAP. PLEASE ATTACH A MAP TO THE APPLICATION FORM. INFORMATION MUST BE SUFFICIENT TO ACCURATELY LOCATE THE PROJECT ON A LOCAL STREET MAP. HAND DRAWN MAPS OR MAPS PRODUCED BY GIS SYSTEMS ARE ACCEPTABLE. MAPS FROM TELEPHONE BOOKS WILL NOT BE ACCEPTED. 3. CMAQ FY 2008 PEDESTRIAN FACILITY SUPPLEMENT. IF THE PROPOSED FACILITY IS PRIMARILY A PEDESTRIAN FACILITY,COMPLETE THE PEDESTRIAN FACILITY SUPPLEMENT. 4. Planning Liaison Reviewed (see pp 20-22 of application book for your Liaison; applications are due to the Liaison by March 18,2011) ❑ Complete ❑ Missing information—must be completed before application will be processed ❑ Missing information that will result in immediate rejection - - - FUTURE BIKE PATH FAXoNRD ALICEAVE ,�� 0 1,500 EXISTING BIKE PATH 1 �� � � FEET CMAQ APPLICATION BIKE PATH ♦♦ 1 PARK ��' `I 1 FOREST PRESERVE , 1 - - . - - _ ♦ 1 STATE OWNED OPEN SPACE • 1 � 1 OTHER COMMUNITY RESOURCE % , 1 w i 1 ,� �.' ' -�♦ Kendall Marketplace '0 � lJ.l LN Naao ore ERICA �j - - - - - - - - - 1 m 1 1- - - - - 1 1 EDWARD LN m VETERANS PKWY - 1 I(US ROUTE 34 ' ���AAAIII 1 - Countryside 1 ooe Center EXISTING Fa ' doe Rushg 1 PEDESTRIAN 1 soo•. joHNs, 1 C•.00•. BRIDGE 1 ,.....•,•.•• Copley - 1 1 1 1 1 1 LL1- 1 fit f DISC 1 • 41 1 - • 1 1 1 1 - - 1 Beeche 9-1 1 1 COURSE ` 1 _ - _ - - 1 .' - - - - - ; Community , ,�. - - - - -� - - - ' �, - - - 1 Center 1 1 e SCHOOL LIBRARY POST OFFICE REC CENTER ♦ 1 SOMONAUK ST 1 a POLICE PUBLIC WORKS ® COURTHOUSE CANOE LAUNCH ; ; SPRING ST ® FIRE ® GOVERNMENT © PARK GOLF COURSE E 1 RIVER RD _ J - - i Engineering Enterprises, Inc. CONGESTION MITIGATION PROJECT LOCATION 52 Wheeler Road AND AIR QUALITY (CMAQ) Sugar Grove, Illinois 60554 PROJECT APPLICATION U.S. ROUTE 34 (630) 466-6700 BIKE TRAIL www.eeiweb.com UNITED CITY OF YORKVILLE, ILLINOIS NORTH ©ENGINEERING ENTERPRISES,INC.,2009 CMAQ FY 2012-2016 PROJECT SCOPING REPORT FOR PROPOSED INTERSECTION IMPROVEMENTS,BOTTLENECK ELIMINATIONS,BICYCLE/PEDESTRIAN,AND COMMUTER PARKING FACILITY PROJECTS FOR PROJECTS FOR WHICH A PROJECT DEVELOPMENT REPORT IS NOT NOW BEING REVIEWED PART I. OVERVIEW COMMON ROUTE NAME: US ROUTE 34 ROUTE MARKING: FAP 591 LIMITS: FROM: ELDAMAIN ROAD TO: IL ROUTE 47 COUNTY: KENDALL FIELD/SITE REVIEW DATE: MARCH 2, 2011 FIELD REVIEW PARTICIPANTS: JASON BAUER, TIM WEIDNER(EEI) JURISDICTIONS INVOLVED: UNITED CITY OF YORKVILLE IDOT KEY PEOPLE: Name KRYSTI BARKSDALE-NOBLE Name JOE WYWROT Title COMMUNITY DEVELOPMENT DIR. Title CITY ENGINEER Phone/fax(630)553-8573 /(630)553-3436 Phone/fax(630)553-8527 /(630)553-3436 1 PART II. EXISTING CONDITIONS VERTICAL CLEARANCE RESTRICTIONS (existing profile/overhead structures): N/A HORIZONTAL RESTRICTIONS (ROW/sidewalks/curb & gutter/buildings): N/A UNUSUAL SOIL CONDITIONS (CHECK ALL THAT APPLY): 0 wetlands ❑ cattails in ditches ❑ bogs ❑ dry land bridges ❑contaminated soil UTILITIES INVOLVED (CHECK ALL THAT APPLY): ❑ electrical ❑ gas ❑ telephone ❑ cable ❑ sewer ❑ water ❑ pipelines ❑ other SPECIAL SAFETY CONSIDERATIONS (high accident spots and sections): N/A CROSSED OR ADJACENT BRIDGES: 19 Applicable (Complete and include one or more copies of Attachment 1) ❑ Not Applicable SIGNALIZED INTERSECTIONS: ❑x Applicable: Complete and include for each intersection: • one copy of Attachment 2 • two Input Module Worksheets (one for current conditions and one for conditions after the proposed project) • if signals are actuated, the Actuated Controller Properties page of the Input Module Worksheet • As many Actuated Controller Coordination pages of the Input Module Worksheet as warranted, i.e.,based on extended side-street leading left-turn phases ❑ Not Applicable UNSIGNALIZED INTERSECTIONS NEEDING UPDATE: ❑x Applicable: Complete and include for each intersection: • one copy of Attachment 3 • two Input Module Worksheets (one for current conditions and one for conditions after the proposed project) ❑ Not Applicable DRAINAGE DATA: ❑X Complete and include one or more copies of Attachment 4 RAILROADS: ❑ Applicable (Complete and include one or more copies of Attachment 5) 9 Not Applicable 2 PART III. ENVIRONMENTAL AND SPECIAL DATA Documented(IDNR) or possible wetlands: 0 Yes ❑ No: Location(s) This proposed trail system has crossings over the Blackberry Creek and the Rob Roy Creek. Improvements to the Blackberry Creek Bridge are Currently being studied by IDOT in a Phase I Report and will be constructed by IDOT as a part of the US34 Roadway Improvements. Also, the proposed trail as a part of this project will connect to an existing pedestrian bridge over the Rob Roy Creek. Therefore, it is not expected that any bridge improvements or significant wetland impact will results as a part of this construction, however due to the proximity to these two waterways a detailed delineation may be required as a part of the Phase I Study. Parks or Forest Preserve: ❑ Yes ❑x No: Location(s) 4(f) Involvement ❑ Definite ❑ Possible Cultural resource involvement(check all that apply): ❑ Historic district ❑ Historic structure ❑ Historical marker ❑ Other eligible historic designations ❑ Other cultural resources Location(s) Adjacent land use (Check all that apply) ❑x Residential ❑x Office/Retail ❑ Schools ❑ Industrial ❑ Park or Forest Preserve 19 Other Institutional Hazardous materials (UST, LUST, other hazardous waste sites) ❑ Yes ❑x No Potential contaminated soils: N/A Local Acceptability (a federally accepted public involvement program will be prepared during project development) Is there local public support, generally? ❑x Yes ❑ No Has the affected public been involved/informed? ❑x Yes ❑ No How? PROJECT DISCUSSED AT THE MARCH 8TH CITY COUNCIL MEETING; TRAIL IS ALSO REFLECTED IN THE CITY'S INTEGRATED TRAVEL PLAN WHICH WAS DEVELOPED VIA A COLLABORATIVE EFFORT BETWEEN CITY STAFF AND RESIDENTS. 3 PART IV. PROPOSED SCOPE OF WORK Engineering (Enter cost if eligible for federal funding): Phase I (preliminary design) $80,000_ % complete 0 Months to complete 12 Phase II (plans, specs and estimates) $80,000_ % complete 0 Months to complete 6 Right of way needed: ❑ No ❑x Yes: Estimated cost $ $50000 Utility Relocation ❑x No ❑ Yes: Cost $ Construction: Cost $860,900 Months to complete: 6 Calendar Year 2016 (INCLUDE DETAILED COST ESTIMATE FOR CONSTR UCTION ITEMS ON FOLLOWING PAGE). Proposed cross section(s)/dimensions (If applicable): Number of through lanes (Roads): N/A Pavement width 10' Shoulder or parkway width: N/A Median: ❑x None ❑ Raised❑ Flush ❑ Mixed Square feet(Parking) N/A Project Length: _10,130 FEET Check all that apply, and complete number where applicable. ❑x Intersection improvements (Numbers ❑ Bottleneck elimination ❑ New traffic signals (Number_) ❑ Traffic signal modernization(Number ) ❑ Signals to be interconnected(Number ) ❑ Structural improvements Fxl Pedestrian/bicycle accommodations (Describe ❑ Roadside Improvements (Retaining walls, below. Include limits and connecting facilities) positive barriers, etc.) ❑ Train Station Improvements ❑ New/Relocated Train Station ❑ Railroad Grade Crossing Improvements ❑x ADA Access Improvements ❑x Landscaping ❑ Commuter Parking (Number of spaces_) For all items checked above, describe improvements in the space below. Attach additional sheets if necessary. This project will consist of construction a new 10' wide shared-use trail from Eldamain Road to IL Route 47 along US Route 34. The path will be constructed in existing R.O.W. and dedicated easements currently in place for the purposes of this shared-use trail. This trail will be directly connected to the Rush Copley Medical Center, the Kendall County Government Center, the Kendall Marketplace shopping center (193 acres, 800,000 SF Retail Space), the Countryside Center, various restaurants, commercial properties and residential subdivisions on US Route 34. Additionally, this trail will link existing paths/sidewalks that connect to the nearby Yorkville High School, Grade School, Public Library and the Beecher Community Center. Drainage: ❑ Urban (Enclosed) ❑x Rural (Open) Is detention required? ❑ No ❑x Yes (If yes, check type below) ❑ In line detention ❑ New outlets (Where?) ❑ Detention basin Z Detention off-site Detention Already Designed and Constructed in Adjacent Develop ments 4 DETAILED ESTIMATE OF CONSTRUCTION COSTS Item Description Unit Quantity Unit Price Total BITUMINOUS MATERIALS (PRIME 1 COAT) GALLON 6,000.00 $ 2.00 $ 12,000.00 COMBINATION CONCRETE CURB & 2 GUTTER REMOVAL & REPLACEMENT FOOT 500.00 $ 30.00 $ 15,000.00 3 EARTH EXCAVATION CU YD 5,000.00 $ 40.00 $200,000.00 4 AGGREGATE BASE COURSE, TYPE B TON 8,800.00 $ 20.00 $176,000.00 HOT-MIX ASPHALT SURFACE 5 COURSE, MIX "C", N50 TON 1,300.00 $ 70.00 $ 91,000.00 6 PCC SIDEWALK, 5" SQ FT 1,600.00 $ 5.00 $ 8,000.00 7 DETECTABLE WARNINGS SQ FT 600.00 $ 25.00 $ 15,000.00 8 RESTORATION SQ YD 6,760.00 $ 10.00 $ 67,600.00 9 PAVEMENT MARKING REMOVAL FOOT 2,000.00 $ 1.00 $ 2,000.00 10 PAINT PAVEMENT MARKING - LINE 6" FOOT 1,700.00 $ 2.00 $ 3,400.00 PAINT PAVEMENT MARKING - LINE 11 12" FOOT 4,000.00 $ 2.50 $ 10,000.00 TRAFFIC CONTROL AND 12 PROTECTION L SUM 1.00 $ 20,000.00 $ 20,000.00 13 SIGNAGE L SUM 1.00 $ 5,000.00 $ 5,000.00 14 TREE REMOVAL L SUM 1.00 $ 10,000.00 $ 10,000.00 15 TREES EACH 40.00 $ 250.00 $ 10,000.00 TRAFFIC SIGNAL MODIFICATIONS 16 (PER INTERSECTION) EACH 5.00 $ 25,000.00 $125,000.00 17 CONSTRUCTION ENGINEERING L SUM 1.00 $ 90,000.00 $ 90,000.00 TOTAL COST OF CONSTRUCTION ITEMS $860,000.00 ESTIMATES MUST BE BASED UPON QUANTITIES AND UNIT COSTS WHENEVER POSSIBLE. LUMP SUM AMOUNTS ARE NOT ACCEPTABLE. 5 ATTACHMENT I - CROSSED OR ADJACENT BRIDGES FILL OUT OR ATTACH IDOT MASTER STRUCTURE REPORT FOR EACH (2 PERPAGE) Location: US ROUTE 34 a) Waterway or facility crossed: _BLACKBERRY CREEK b) Roadway width(Face of curb to face of curb): 40 FEET c) Structure width(Outside of parapet to outside of parapet): 43'-2" Structure length: _108'_ d) Structure type (Concrete, steel or timber): _CONCRETE DECK WITH STEEL GIRDERS e) Structure waterway opening (Clearance/freeboard consideration): Current Phase I Study Underwaby IDOT District 3 Indicates the waterwayopening characteristics (see attached documents). Upon completion of the Phase I Report, IDOT is to reconstruct the bridge (see attached documents) with a new attached shared-use trail to match the dimensions of the proposed trail in this application. f) Channel conditions (Any debris or scour problems): No Debris or Scour Issues g) IL Division of Natural Resources (IDNR)permits: ❑ No 9 Yes h) Approach conditions: Good i) Structure Jurisdiction, if other than sponsor: IDOT Location: Pedestrian Bridge over Rob Roy Creek a) Waterway or facility crossed: Rob Roy Creek b) Roadway width (Face of curb to face of curb): N/A c) Structure width(Outside of parapet to outside of parapet): 8'-8" Structure length: 40' d) Structure type (Concrete, steel or timber): steel structure w/concrete deck e) Structure waterway opening (Clearance/freeboard consideration): Adequate freeboard based on 1996 100-YR. Event f) Channel conditions (Any debris or scour problems): No Debris or Scour Issues g) IL Division of Natural Resources (IDNR)permits: ❑x No ❑ Yes h) Approach conditions: Good i) Structure Jurisdiction, if other than sponsor 6 ��/1 Illinois Department of Transportation. `� Memorandum To: George F. Ryan, District 2 Attn: Rick Powell ETR 2008 From: Ralph E. Anderson By Todd E. Ahrens c /,- Subject: BRIDGES AND STRUCTURES 145 Date: April 17, 2008 - - FAP Route 591 P-93-035-07 Section (13)R-2 & BY SN 047-0049 (Existing) Kendall County US Route 34 over Blackberry Creek We have received the Bridge Condition Report submitted with your memorandum dated March 18, 2008., The BCR recommends complete - -- - -- ---- -- - - -structure replacement using stage construction. - - - - -- - After reviewing the BCR, we have the following comments: 1 . Based on the need to add additional lanes, the proposed profile grade changes, and the desire to reduce the potential flood risk, we concur with your recommendation of complete structure replacement. Stage construction appears feasible. 2. The proposed urban roadway cross section of 14'-0' outside lanes, 12'-0" inside lanes, a 13'-0" center turn lane, and 2'-0" left and right shoulders with a separated 10'-0" bike lane on the south side is acceptable if it matches the proposed approach roadway template. 3. The bridge type, length, profile grade, and number and location of piers are subject to refinement during the TSL phase based on the results of the Hydraulic Report and Structure Geotechnical Report. 4. Please contact your District Geotechnical Engineer as boring data will be required at this structure. Our Central Geotechnical Unit can be contacted if assistance is needed regarding the subsurface exploration requirements or if any existing boring or foundation data is desired. Subject to the above comments, the Bridge Condition Report is approved. A Type, Size, and Location (TSL) plan, Structure Report, Hydraulic Report, Structure Geotechnical Report, proposed cross section and proposed plan and profile will be required for this project. GG E/bam0470049-20080417 cc: George F. Ryan, District 2 — Attn: Jan Twardowski ae`355 Cp'9 � M< <ke^j vM'0°" Summary Statement and Proposed Scone of Work Bridge Scope The existing structure is currently hydraulically sufficient and in good condition given the current roadway. However, due to additional development and traffic growth in the area it is proposed to widen the existing roadway to accommodate 5 lanes of traffic. Therefore the structure was analyzed hydraulically to verify that the existing opening would be sufficient with this additional width added. Upon analysis it was determined that widening alone to carry the proposed 5 lanes urban roadway section and 10 ft. shared sidewalk/bikeway would increase the flood damage potential of the site and is not recommended. Therefore, based on hydraulic analysis it is recommended to replace the existing structure with a two span, 209 ft. 2 in. inside face to inside face structure that would satisfy current policies and reduce the flood damage potential at this site. An Intersection Design Study was completed for the intersection just to the east of the structure, which included this location; and because of geometric considerations an approximate 2.5 ft grade raise will be required at the east abutment. Although the _ existing steel is in good condition, rehabilitation or reuse of the existing components do - not appear to be economically feasible. Therefore, a complete cost estimate associated with this option will not been presented. However, possible reuse of some of the piling may be considered. The proposed structure would be complete structure replacement with a two span continuous steel structure supported by integral abutments and a pile bent pier. This structure would be positioned such that the proposed east abutment would be directly behind the existing east abutment. There would be no salvage of the existing structure. The cost associated with structure replacement would be $1,788,547.74. This is the most economical and therefore the recommended option. Bridge Cross Section: The proposed bridge cross section will consist of a roadway width 69 ft. face to face of parapets, and a 10 ft. sidewalk on the south side for a total out to out width of 83 ft. 2 in. See Exhibit 5 for details. Profile: The proposed bridge profile will be revised to include a sag curve with an approximate grade raise of 2.5 ft. at the east abutment. See Exhibit 7 for details. Horizontal Alignment: The proposed horizontal alignment will not be affected by the proposed bridge replacement. The existing and proposed centerline will remain at the same location. V. Maintenance of Traffic Traffic can be maintained utilizing stage construction during the replacement of the existing structure. i i 1 � 1 I1 11 .,ol -,z I ti u I I ii j I n I AI II I I I I I i I I i I I r- _._ _ . no a = I }I II m 0 oa I I v4 00 m rw o' a w y I I I I I I I I � I 1 TI II w m ri I ' m � III I Ci z III t� c a I I o I I N J I T } ui I � w I M N y U N O 6 i n Ip==91 u n n z � r m� n a °W O o O - a I l Ik==ul Q N M n W 0 0 c rA II � `m 3 r 0 M 6 N 5 . d {, O g 0 � h y y ? w pwC W • =J D � K o N � " O ' O � O � ' 0 N � W m _ J W Q � 7 C C Z O ___ _________ w U 2 � � O Wv10 o � 0 U Fp W f � �'n W \. Q N _ N N z, K6 O o 0 W N C : h 1 O O Z C O romm o `° 4inO E c G . i 9 + I ° ' I II I II F I II II I II I 1 � •. ... ...:' Ii iil I Iii i , i o I ii i a 1 I II I° 1 II III I Li ci If If II I tll II II I 4. ,. . I I � II III I / '•:: .•F';� ::::1'.0 ;:..': �.�.:-. .. I f p I I 1 I to I I I I11 I j f �1 h g , it I o if I II I tp I I II I I I i I I I 16 II I � I � . II : 1 • i l i 1 II 1 I I r I I n .. L t II, dd I II I I. I I ar•. / i I C e OE I t - I bI sex I � } 10.4 III I 1 t� • � I I c 0 n ATTACHMENT 2 - SIGNALIZED INTERSECTIONS FILL OUT FOR EACH SIGNALIZED INTERSECTION Provide Existing and Proposed Conditions for Each Item Location: US 34 at Center Parkway a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection, right turn on red allowed or prohibited, and provide separate right turn and right turn on red volumes. b. Type of controller ❑ Pretimed ❑ Semi-Actuated ❑x Fully Activated If the controller is actuated, please provide a layout for all actuated legs of the intersection with the following information: detector distance from stop line, detector length, delay time and carry-over. If using IDOT's standard for detector loop layout, a copy of the standard containing the above required detector information will suffice. C. Pedestrian signals: ❑ No ❑x Yes: Locations: Existing— South Leg, West Leg; Proposed-No changes d. Sidewalks/bicycle facilities: ❑x Sidewalk ❑x Bicycle/Multi-Use ❑ Neither Locations: Existing—NW, SW(sidewalk); Proposed—NW, SW (multi-use trail) e. Preemption (Railroad/fire/emergency vehicle): ❑x No ❑ Yes: Locations: Existing—None; Proposed—No change f. Describe parking and parking restrictions and identify any bus stops in the vicinity. No parking or bus stops in vicinity g. Do current signals meet MUTCD standards? ❑ No Nx Yes h. Is intersection a part of a current signal interconnect system? ❑ No 19 Yes: Limits: Center to Countryside Jurisdictions involved: IDOT/City of Yorkville i. Operational deficiencies: 7 Check. Highway capaclty manual 2000 M Before improvement both before and after ❑After improvement worksheets are required INPUT WORKSHEET Analyst Ti! rf3 Intersection G1 3¢ 6' edi%I pwxr Agency or company 6/✓/TL%t� ci7y o� Y -lam/ Area Type U Cli ,[ Other Date Performed I l d2,/ /i Jurisdiction T :>0 Analysis Time Period pnLtak Analysis Year - xa _ . . . _ <ti f•:1.:�.-. . :d:O:!-Y.�>1`- :•. ':j':. v.52Y:r?}Y<� . � _ �i'1`r' { ... a w grade f�� e i_R Pedestrian Button _�~ _ = Lane Width _.� . - � y ShawtrathArtoM r� V grade= G = Through Right include tuming Left bay length N Through + Right grade= - = Left + Through Street = Left + Right . . ._. . < G = Left + Through + Right k .:Vt d2;...�a: L'O -.fa.- ..t`scct4`°} .a)s'..1._•¢- "•c.lV? 2G:1i':.".�. ih�l .�.' '.•`£'-J:Gx\."L.x>":Y'° •x '[,.. _ ,:.s:5:�;i:r` _ !.�. � .LiY.`K•�-'��{�s s�, 3'r i :r•TY EB WB NB . . SB LT TH HT� LT TFI RTt LT 7H RTr . LT TH RTi Volume, V (vehfi) heavy vehicles, % HV Peak-hour factor, PHF r r t t r r r r Pietimed (P) or actuated (A) Start-up lost time.. I (s) Extension of effective green time, a (s) Arrival type. AT Approach pedestrian volume,z v (p/h) Approach bicycievolume,2vbt� (bit; cIII Parking (Y or N) Parking.'maneuvets; Nm. (maneuverslh) Bus stopping, N buseslh) 0 Min. timing for pedestrians,3 G (s) �<����/y{]5fy�(y�Ij • q. . 4� :5�.'!' ':.�-y aF.S -Cv::.�:Y-".:f- :C:�� j -i2;e`-a �.tq.'�� . , vT��• _^a'Yi�T�<� r'� °x+42 v2�• Rh , - r'•�fj:�`C�fi<'t Y.. . -2-♦-• J�.y - f.Y!< •a[I•<+„i..nefsS- S • _. ..:-:.t sR<. . w. . ♦ -r,�. m::y'�YC: v� .�' .. .Y�' s . .>...e'. ... .J}�we:�yak :>..� . l�. � •° ti�, tc�p3_ , _ KLy w ........ . .c�.. ::. •. +�.:° .3:..':.:,:tx .�.$ cF': :. '�Yr�� _t'$�-3st-s, ,.y��icri$ a ': .s• •r� )s. -'L. �' s� D 01 02 03 04 05 06 0T 08 t � A G R f A M i Timing G. G - G G = G = G = _ Y = y = Y = Y = Y = Y = Y = Y = Protected turns _ , A Permitted turns . . . Ped s "an Cycle length, C = s rtes.. _ - °�� ;- ..: . i'ccY • �.. -,�°1 ..MS ��sg ON S «.. ':X4 rveEls::. a �l a N•. •�• • 'C - i•5'•v'-�1Yi -S R� ` y�Ii f, R1 volumes, as shown, owude RTOR '£ _ - a 2: Approach pedestrian and bicycle volumes are those that confuct with right turns from the subject approaeh. 3. Refer to Equation 16-2. Chapter 16 - Signalized Intersections _ s f II i E Check. Ntghway Capacity Manual 2000 ❑ Before improvement both before and after After improvement , worksheets are required INPUT WORKSHEET rGeteta ##i:ttngH =: :4. x;� : Analyst Intersection Gjw�; 3¢ V G�✓rsr2 P,ei�Y Agency or Company s� cis!o� kea Type ❑ coo , Other Date Performed � .d21 ��> Jurisdiction TDo'•r Analysis Time Periods Analysis Yeari T V:l/�� /�j.>.`, x:.3 .,`•1::+.. _ a:: ::.r: ..�`-':'<,. x'-.vN:!^o`v`= i` ar % n, -s• ,N,-�.. 5�. Pedestrian Button - ;--- % = Lane Width Through Right include turning Leff bay length Through + Right ' Left + Through ✓ ! U�6 PAT P = Left+ Flight . ._ . ._.:.. : ) = Left + Thr t•a-_: - . '� : grade= OGa ough. + bight . .-. fr � t:iLa:% _ `: °f: r:i :'•'� S:v 2 y`•i:;_•••i+, EB Wg ~ N8 SB° Volume, V (vetUh) LT TH RT' LT TH HT, LT TH RTr LT TH RT' : IN heavy vehicles, % HV Peak-hour factor, PHF i . Pretimed (P) or actuated Start-up lost time, I (s) Werision of effective green time, a (s) Arrival type, AT Approach pedestrian volume? v ON Approach bicycle volume,2 v1ec (bic cleA Parting (Y or N) Parking maneuvers, Nm (maneuvers/h) Bus stopping, N buses/h 0 Mh timing for pedestrians 3 G (s) SSG ��aw,afi: �,k a� :i:;• .::c: �i:F:.:i•.<�°..:i _w`;�v,. _�.72'. �l:'eY: 'V ' Ixn`s':._�i�' D 91 92 013 04 95 96 - or 98 I A G R A M Timing Y = Y = G Y = Y = Y = n Y = Protected turns — _ _ Ped itteditums 9th, C = s Ar v:. Cycle ten I. RT volumes, as sham, o dude RTUR; 2 Approach pedestrian and bicycle volumes are those that conRCt with right alms from the subject approach. 3. Refer to Ectuallon 16-2 Chapter 16 • Signalized Intersections I i i i i i r ATTACHMENT 2 - SIGNALIZED INTERSECTIONS FILL OUT FOR EACH SIGNALIZED INTERSECTION Provide Existing and Proposed Conditions for Each Item Location: US34 at Game Farm Road a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection, right turn on red allowed or prohibited, and provide separate right turn and right turn on red volumes. b. Type of controller ❑ Pretimed ❑ Semi-Actuated ❑x Fully Activated If the controller is actuated, please provide a layout for all actuated legs of the intersection with the following information: detector distance from stop line, detector length, delay time and carry-over. If using IDOT's standard for detector loop layout, a copy of the standard containing the above required detector information will suffice. C. Pedestrian signals: ❑ No ❑x Yes: Locations: Existing—None; Proposed— South leg (Multi-use trail) d. Sidewalks/bicycle facilities: ❑ Sidewalk ❑x Bicycle/Multi-Use ❑ Neither Locations: Existing—None; Proposed— SE, SW(Multi-use trail) e. Preemption (Railroad/fire/emergency vehicle): ❑x No ❑ Yes: Locations: Existing—None; Proposed—No change f. Describe parking and parking restrictions and identify any bus stops in the vicinity. No parking or bus stops in vicinity g. Do current signals meet MUTCD standards? ❑ No Nx Yes h. Is intersection a part of a current signal interconnect system? ❑x No Yes: Limits: Existing—None; Proposed—No change Jurisdictions involved: i. Operational deficiencies: 8 Check: Highway Capacity Manual 2000 � Before improvement both before and after DAfter improvement worksheets are required INPUT WORKSHEET Analyst :_ . JAI a Intersection 4:0; 341- Gam ' 6d.WF Agency or Company /�'72F/-�' 4/le/ P/xf �W tr Area Type Q CBD Other Date Performed . xf Jurisdiction �i Analysis Time Period PM_taea[( Analysis Year / -'Mlerseef(crrt�•'�d, ��. •s-. >: .° - •:,° ° =: ;��i�: s•�'ii-s5* ., a:a—., - 'd't�< '`^.»'� �;:•��gs. :;.,Tt:*:_..�. 'tea . . . .: - . . ._.a• .: � Ta. ,_;. :.: .. :µ:.a .:� :, °".r'<'Z'-,'e.':r� - _ �u� ..2>... - :r-�.-"`�.'..`l�s.. : '� . f:=.a :..k. >�,�,F . _>a`.S_& 4� .: . .. . ... : ':1 . --..l v-`k'Yn �. . �. /�I:'. �j�.i .:y^• t..F.#AF IAT.H V_:�:KJ %�' ��AJ:�x, S J y ! d.'Dk M..F . <n = Pedestrian Button Lane Width .u-......:. .3..: . ........ ..... cc`` ••11__,,11`` 1 grade= 3 •/ = Through N . ... . ... ... . . .. .,. Rz' — = Right include turning Lett bay length N ' = Through + Right gr - U5 3 = Lett + Through _ .. . street t .. ._ LeN + Bight Left + Through + Right '..t 3 /" �°.rg . i .... i h>: ;` SY"r•�.-'"= v si' E, L x . - :a= ' :m' :l> . ... . . ..>. :. .._ :: iwK . ' :.:4;`.: :^::et:.... ,: °-.•%_. i�•<•' }si.'.�, liSlad;�' --"L' �� �t 5 ,:.�'��d ��t .,�; K,'a. ` EB w6 NB w. SB CT TH RT' LT TH RTt LT TH RTt LT TH RTt Volume, V (veh/h) heavyvehicles, % HV. Peak-hour factor, PHf Pretimed (P) or actuated (A) Start-up lost time, It (s) &tension of effective green time, a (s) i r I Arrival type, AT Approach pedestrian volume? v (p/h) Approach bicycle volume,z vb1r (bic cles/h Parking (Y or N) Parking maneuvers;. NM (maneuvers/h) Bus stopping. N (buses/h) Min. timing for pedestrians13 G (s) �x4vdi•.`.`'.� c+i,'k•'%.ta ' >kr . >r+ . :yas�; . .n......r. .. �t<:c�..!''�:s..PC1'Rk' ;iz`ciss: . � Y .x r• - i-�3• i .�: �.1.<..'c.<.:x Xf`t-:.::.. . gr,s•: K � ,.. . Z�,� i�E•. '•Sj{ rL .�.�{' L...�,J. 2C� �� :'�27+�•ir�. 3�• D 01 < 02 03 04 05 06 07 08 NE F R - A 1 i M Timing G = G = G = G = G = - _ G Y = Y = Y = Y = Y = Y = Y = Protected turns _ , Permitted turns . . elength, C s Pedestrian R i [• < 'I L�Y . . �^ •-!'� 1 4 � - .S' :n9�::.� ..Yti .rl . .. _- I . :. - .: '. . . :i :F• .i: iii\S - tj� .-: . 'SU . ��' ^i"�.• 1. RT volumes, as shown, exclude RTOR 2. Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. 3. Refer to Equation 16-2. , Chapter 16 - Signalized intersections j i E f f Check: Highway capacity Manual 2000 -'', Before improvement both before and after 19After improvement worksheets are required INPUT WORKSHEET ii j§l;1I Analyst Intersection Agency or Company G1Lf7 Y� �/ ejOyyob Area Type O 4 C81) AOther Date Performed 3 02 !/ Jurisdiction 7 LET Analysis Time Period Drt r uax ' Analysis Year I , IX _.. _ i:M�.. •pnY{�m G,V �'}z.. . ;��'t i :i''�•` 'T�--•�:j•y3}X':' ^!� �`3 <: � �YMUM grade_ _"h`_L •St' \ ' '- ' ...Y� N;1� C.—SI. _ vJ Yn.,Y.aYl�se;.� `.-. � i -=— - -;'-- CO = Pedestrian Button Lane Width showtkM A rroW grade= Through Right }!1C)UCIe #Urillllg �. _. 13ei ` - -N = Left bay length = Through+ Right grade= � //S 3¢ = Left + Through . 4. j street = i N U t rt v P/kTi Y = L�l + Right Left + Through + Right grade= :y:,. .. .:( i`..7.•. i i�::ic:' .:v...e'x is 2 :C% '�.-a''r _;'(:?" : 7. r.. - .s,� _ . •srs-:.-....i as +a:: s, ?.J; i`A"ii`F� i1 ?: '`->-3 :iii. i'�+n Q +•s.- .MI EB . .. Will ' NB $g LT TH RTr L7 Volume, V (vehlh) TH RTt LT TH RV LT TH RTt % heavy vehicles, % HV Peak-hour factor, PHF Pretimed (P) or actuated (A) Start-up lost time, It (s) Extension of effective green time, a (s) Arrival type, AT Approach pedestrian Volume,2v WI Approach bicycle volume,2 vyr,, (bic eslh Parking (Y or N) Parking maneuvers, 14 (maneuvers/h) Bus slopping, N (busesth , Min. timing for pedestrians 3 G (s) - �?Sig?iiafi�?1iifi�i;� ,: �„�F`��>.� � a�� a_>�;,:.���'�- ,�;_• :�.:�: . .�"'•: Y;�. �: - _ _ • mac;_ i 03 04 05 06 07 08 A A A M <40 Timing Y : Y - G = G = G = G = Y = Y = Y= Y = - Y = >' Protected turns _ - �' - Permitted turns Cycle length, C = s <Nrtes.. _ia_ - �: -" .i. -. :- "x rP�: \: i - ':�:�a�°t�%..�'• �:.i.'�-"sl : tt� -k, , rn � ti. s:e, S['1 _ lit.- . $• -.i. _ `4 % t, RT volumes, as shown, exclude RWR 2 Approach pedestrian and bicycle volumes are Uwe that connid with right turns from sub)ect approach. 3. R to Equation 16-2 Chapter 16 - Signalized Intersections ATTACHMENT 2 - SIGNALIZED INTERSECTIONS FILL OUT FOR EACH SIGNALIZED INTERSECTION Provide Existing and Proposed Conditions for Each Item Location: US34 at Cannonball Trail a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection, right turn on red allowed or prohibited, and provide separate right turn and right turn on red volumes. b. Type of controller ❑ Pretimed ❑ Semi-Actuated ❑x Fully Activated If the controller is actuated, please provide a layout for all actuated legs of the intersection with the following information: detector distance from stop line, detector length, delay time and carry-over. If using IDOT's standard for detector loop layout, a copy of the standard containing the above required detector information will suffice. C. Pedestrian signals: ❑ No ❑x Yes: Locations: Existing—All legs; Proposed—No changes d. Sidewalks/bicycle facilities: ❑x Sidewalk ❑x Bicycle/Multi-Use ❑ Neither Locations: Existing—SW, SE (sidewalk); Proposed— SW, SE (multi-use trail) C. Preemption (Railroad/fire/emergency vehicle): ❑ No 19 Yes: Locations: Existing—All legs; Proposed—No change f. Describe parking and parking restrictions and identify any bus stops in the vicinity. No parking or bus stops in vicinily g. Do current signals meet MUTCD standards? ❑ No Nx Yes h. Is intersection a part of a current signal interconnect system? ❑ No 19 Yes: Limits: Cannonball to Eldamain Jurisdictions involved: IDOT,United City of Yorkville, Kendall County i. Operational deficiencies: 9 Check: Highway CapaClty Manual 2000 Before improvement both before and after ❑After improvement Worksheets are required INPUT WORKSHEET Analyst 8 , intersection vs 34- Wr GO1rZuV'B.O1fcc_ cc Agency or Company Ct-r-> aarcra-(ft r-tc Area Type Q CBO R( Other Date Performed 8 Jurisdiction :Z041 T Analysis Time Period DM 12eak Analysis Year J Co = Pedestrian Button Lane Width ` ode= cam % = Through Q 7 An Right N _ . . . . _ . . ... ._ :: Z include turning j4c� Left bay length Through + Right grade= Left+ Through _;.. .:..._ '. _"...; Street Lefl * Right Left + Through + Right grade= vn5g!F n.`Y[>=¢` : ix'''t?:"`;`r ;��:•e - sf% gar: :;,,, . a . _ _ .r,� - ,may ., : `7."m7n � rlt=� _ a.,r �:;::�. ter•. ., _ o:h:-. i..�- .i:h�:�.>.„ow ..-t>t�y5 - 4"•:,L_ `.eW 'Cl��3�� - � - t 2, r-^Lwi :<:!£.r f-e-i. (e < F_;L'a�.11iFL-.:✓M:- x'3' -` i�t•+'y '.'�J :}Y" . Y+�>`. 'cif �4(, , ,ie . ... - . . . . . .. ., _- tx'»i%.,a:3:'^`.'va':�. k �4.: �._ i ..-".�. �.. ^K i�a Y - �i :' -.r+.�'w'�•l�`,lRrd�sS EB WB NB SB LT TH RTI LT TH RTt LT TH RTt LT TH RT1 kPretimed lume. V (ve A) heavy vehicles, % IN ak-hour factor, PHF (P) or actuated (A) Start-up lost time, it (s) E;dension of effective green 6me, a (s) Arrival type,.AT Approach pedestrian volume,2 v (p/h) Approach bicyclevolume,2 vyte (bic cles/h Parking maneuvers, N. (maneuvers/h) Bus stopping, N (buses/h Q G O Min. timing for pedestrians 3 G (s) 0 01-y : ..:�i.''-, :i: �:i'� - �a'L' :?.wF ^:t�: ai: - °..zl ' t.^.".:i'> .i'z":.Cr .y:4�,,c:: - ',:e`, - ;•<u•�es �T • -) r��a� :-.1. �` :::}' .. _ r.;r,�:+"�^ qv-,'�. .-:F:' : .. ti;'� r�ss-Y'" > J`ye:.`,�w...-.� � ,� �,,...;Sl.`.•! q5� ^:+':.^ ::v?i:s7K.:.`t '` -'•'ii.... "�?."f:. .SiY:-��sY+'3' f'Ah�'4'� r�x 'f�i�a���-. _"t.,e.yc, S. .xF a �!'i:� %'-i�'�?L: a 02 . , 03 04 .. — 05 06 07 08 I A G R A M Timing G = G = G = G = G = _ _ = Y = Y = Y = Y = = Y = Y = Y = Protected turns Permitted turns — Cycle length, C = s — — — Pe s an � O _ : ;4:'e t:: �::.- :✓: ;E:'C':' .^c.�t!^ ' , ws�l ....P'.�yi .h oft: Vii; -'F".c i�+r°' ,:7 �r i7_1 jh¢.` YVffP.,�J . :�d _ ':S a.. vi.1' 2 'a 2r ' •Cy4` as ..1 t`.� .wR :;'..�� a�al n Y.�� .'9} Y.^� �::;zs ..�-•. 1, RT volumes, as shown, exclude RTOR — 2. Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. 3. Refer to Equation 16-2. Chapter 16 - Signalized Intersections Check. Highway Capacity Mani 200t? � , Before improvement both before and after NAfter Improvement worksheets are required INPUT WORKSHEET IiIllijll 11 Mml Analyst B ' T Intersection 3 44 A2" C�r�✓ci'EL (cc - Agency or Company !/.r I ell_ Area Type O CBD }k Other Date Performed /V. 'i Jurisdiction :4-�40T Analysis fine Period _ Analysis Year ' •-i��(��..�i(lY!.(, ���-ry�"�j yy ?t-. '.. t.l. : . . .T: S 1 '��•'.:1`Y�^-: : ) e [3, ^ A. 7ry� n�. Tr�r^ .., :E...2 ' t"•S � .C�:�•.ili .: .,r:,�:• `� .:_f;_� >v.__.._...,�..-`�'Q.i+ �:. 'ar,: ... i :°v"� .,•- @ .a..'.: _ . 5 - V 'if.x,. • �_• - ° . '`�c:.;l..,� : h �::�. : s:._:.L'.'�:_3'-- Y ,�'iri. ..-'s3°AaaSl:'*, y; i��>"�i. a _ r. _ � J CO = Pedestrian Button ' V = Lane Width Al , . . ; - rode= ®% = Through.all. Ni , ,. . . _. ...._. P� M .,�• _ = flight include turning Left bay length N. . . . .� r Through +Right - - grave �► 4- N� v = Left + Through sveet Left + Right = Left + Through + Right „:i-%'�r. J _= 'd�, Y.'e rT,::s-`'; �.^. �'tv,::iii :'ii:x.` u- a5'l•'C'.-.+�y_..�.L�}�ryjY:i`�_.r�.. .L,;,-.. -r. - _ ��. .�• � ° w fir. . . t - .. _: '^iS , Y.2:+�^'+K . .e•n.. r:.=r��".i «�!v:a _�+r3 :#�'�:'e6..?-�T4'� "'v'2 a, af4^.� •' '. ' EB W8 NB SB Li TH R11 I TH RTt LT TH Rit LT iH RTf Volume, V (vehI heavy vehicles, % HV Peak-hour factor, PHF Pretimed (P) or actuated {Aj 1 t Start-up lost time, PIR Extension of effective green time, a (s) Arrival type. AT Approach pedestrian volume,z v ON Approach bicycle volume;2 Vac (bi eles/h Parking (Y or N) N N Parking maneuvers, N. (maneuvers/i Bus stopping, N (bwses/h Q O D � Min. timing for pedestrians s G (s) �q.r�fp.t�iv/�-g�j .y r„". .:k.�>n.. Rv""S_.n_ '• •):.i �- i . ti � !! ' .`�,({%Sac+^"•, `•-eFiEX'v-.0 >�f., �vY _ �..�f..:.4t;.�.e �A �...n. - "'.'T'7nys`f'.�'Sf' .i'-:: `�,�_�r�r � .. .�r'�a . •:�" :1 -SEE:.. � i D 01 02 03` 04 05 06 07 08 1 i A G R A M ' Timing G ° G = G = G = G G = Y = P Y = = Y = Y = Y = Y . Permitted turns Y Protected turns — ' _ Pe s an =I Pill_ _ _ Cycle7engthiC s F=a �� . _. t. r ;�VrtCS. ;. -""';,.. . . :; >: i= y'inc • 9- :T:'- Y •• . . ...rte •��: :: _ n^.:.'`n ..f�: . .j v. zL'..- D �r i qr, M. I. RI volumes . as shavn, arrtude RTUR A ' 2: Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. 3. Refer to Equation 56-2 Chapter 16 - Signalized intersections E t k I t ATTACHMENT 2 - SIGNALIZED INTERSECTIONS FILL OUT FOR EACH SIGNALIZED INTERSECTION Provide Existing and Proposed Conditions for Each Item Location: US34 at Isabel a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection, right turn on red allowed or prohibited, and provide separate right turn and right turn on red volumes. b. Type of controller ❑ Pretimed ❑ Semi-Actuated ❑x Fully Activated If the controller is actuated, please provide a layout for all actuated legs of the intersection with the following information: detector distance from stop line, detector length, delay time and carry-over. If using IDOT's standard for detector loop layout, a copy of the standard containing the above required detector information will suffice. C. Pedestrian signals: ❑ No ❑x Yes: Locations: Existing—North (Sidewalk); Proposed— South (Multi-use trail) d. Sidewalks/bicycle facilities: ❑x Sidewalk ❑x Bicycle/Multi-Use ❑ Neither Locations: Existing—SW, SE (sidewalk); Proposed— SW, SE (multi-use trail) C. Preemption (Railroad/fire/emergency vehicle): ❑ No 19 Yes: Locations: Existing—All legs; Proposed—No change f. Describe parking and parking restrictions and identify any bus stops in the vicinity. No parking or bus stops in vicinily g. Do current signals meet MUTCD standards? ❑ No Nx Yes h. Is intersection a part of a current signal interconnect system? ❑ No 19 Yes: Limits: Cannonball to Eldamain Jurisdictions involved: IDOT,United City of Yorkville, Kendall County i. Operational deficiencies: 10 Check: Highway Capacity Manual 2000 0 Before improvement both before and after ❑After improvement worksheets are required INPUT WORKSHEET -. . . HerJnf.Qrmafio : :...i:: . .,: . : .: , z;A•a s. '<4- .:•fin i '• =` �. a,z� ''x�;:� 'r x '^:, �<:v":�:. ..`�av�ti�i; > ., .a , ; ,5�5�: �..ax,.r::�rY.s, I . . ..... .. , ^ ., . - ,.,e,:.. „-. ,,, . �� •.xa' s ,.. ' ?!`f 3 �"3%A,s'� h` ✓ �( - z tC '.,gs$ n %'x c r i Analyst T^'+�3 Intersection ` � :� c I Agency or Company 40wrz (feln-1 0�Y0.��P� (L Area Type t) CBD ,'Other Date Performed Jurisdiction .r-oo I Analysis Time Period . ., PM peak Analysis Year 2.0 tf ;gi Infer.�eof ,G ; '�` fx>«. ;, •5z., .: %r°.r.::5-<:,': <:;'i "r;�>:,�c�:-?z'?h3}; , a ..., , :•,: 5.:, . ,... ,> :'- :`�>' ix>� °:Wrr d"� 5 ax<y,'M, {a. n { ?fLf- ws e N y <ya �. grade= � . .._� CO = Pedestrian Button j{)(y Lane Width T► p xa.. Show North Arrmv grade= = Through �12 = Right 12 .. 42 include turning Left bay length 12 Through + Right grade= = Left + Through .. Slreei = Left + Right = Left + Through + Right <...... ._.... ... grade= c t six oaF Vglume arid TrmrngJnprat� ° � r ` ' x � �� 3 S i .. ,. .... . a. . .,,,. .4..R..a .mss.. ..:.- i EB WB NB SB LT TH RTC L7 TH RTi LT TH RTi LT TH RT1 Volume, V (veh/h) heavy vehicles, % HV Peak-hour factor, PHF Pretimed (P) or actuated (A) I Start-up lost time, 11 (s) r' i i I I I I f Extension of effective green time, a (s) I Arrival type, AT Approach pedestrian vofume,2 v d ON Approach bicycle volume,2 vb1c (bicycles/h) Parking (Y or N) Parking maneuvers, Nm (maneuvers/h) 4 Bus stopping, Na (buses/h) i Min. timing for pedestrians,3 G (s) fSrgnal PhasrngRJat� • L S {1 Y s D 01 02� 03 04 05 06 07 0B I A G R �. A M i Timing G = G = G = G G = Y = Y = Y = Y = Y = Y = Y = Y = j Protected turns — Permitted Cycle length, C s Pedestria I a ' rE n xa x� 777 77a K L 1. RT volumes, as shown, exclude RTOR j 2. Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. ( 3. Refer to Equation 16-2. r Chapter 16 - Signalized Intersections 6 i 4 gat, 5 l t t Check. Highway Capacity Manual 2000 El Before improvement both before and after After improvement worksheets are required INPUT WORKSHEET Analyst ��„rgu• > Intersection 1/3 3 4. c ( Agency or Company Area Type ❑ CBD ,Other Date Performed 3 /2 Jurisdiction 1Qd .- Analos Time Period PM peak Analysis Year lC ..; & ..... .. :. ' ,::... . . .,:':^. ;.: • lqv,:. - ;:cr.n..:FED. � �rF`',3� yyk-� i�3Y .Y.. x `��'a;`)'s2 "sp<ss" ��i' Y:.@ ' . .. c . 'e - r. n• ... :.. . Y ': ! tier � .. N grades # CO = Pedestrian Button Lane Width show Hodh Arm g = Through Right include turning / Z : . .: : -- .... ': JZ = Left bay length i2 -�r► . . Z = Through + Right grade= Left Through :.. :.. ... ..:. .€. Street = Left + Right . ...;....; ;.. ,:. ;. .; = Left Thr g 9 + ou h + Right � a...;.. . ...; . :... grade . .c . .. .. " 'lT.:::'v.. , ,...<'a:.... .rF:i ' ." .. h."JViA':' ,VVa9 •• !<.k'0. Y ,Y. '. jV •, fa F„O.. AM. ..�. ?i.3�.3 EB WB NB SB LT TH RT' L7 TH RT' LT TH RV LT TH RT' Volume, V (vehlh) % heavy vehicles, % HV Peak-hour factor, PHF i Pretimed (P) or actuated (A) Start-up Lost time, !t (s) � i i i i i i i Extension of effective green time, a Arrival type, AT Approach pedestrian volume,2 Vi (p/h) Approach bicycle volume,2 vy, (bicycleslh) Parking (Y or N) Parking maneuvers, Nm (maneuvers/h) ' Bus stopping, N (buses/h) Min. timing for pedestrians,3 G (s) r. , . � .: ••. ... .o-1 .. v.. .e :.:: ::::..} . F.y-< �y . ..t. \ Ys ::.,.: ..✓X<...:i.4.'>.oz;1..�.. .�. .,...0:(, c';G' ' &e ix¢"ti aMacd ' D l 01 02� . . .. .. 03 04 . 05 06 07 0B A G R Timing Y = y_ G = G = G = G = G = - Y = Y = Y = y = Y = Y = Protected turns — — — Pedesfteantums Cycle length, C = s y. .:: 0f4J'. J :': ' :. : . . ., a:j ._C•.t \ iNSe ' Ui ?C, .r ,A:iS;S.��.C .F` FyeSos: ' 3Y. __ ::,: .�. . � •. .. .. .. _. � :,... : :. . . ��::�t�:::::... . �: 2 �er L^."FIit . <�3 . ;��r�2 ...`.} :S i '.�'ro`,.>i,�'�,}ir�t�,� z ! � >Y f(&� I . RT volumes, as shown, exclude RTOR 2. Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. 3. Refer to Equation 16-2 Chapter 16 - Signalized Intersections s C i , , i ATTACHMENT 2 - SIGNALIZED INTERSECTIONS FILL OUT FOR EACH SIGNALIZED INTERSECTION Provide Existing and Proposed Conditions for Each Item Location: US34 at Beecher a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection, right turn on red allowed or prohibited, and provide separate right turn and right turn on red volumes. b. Type of controller ❑ Pretimed ❑ Semi-Actuated ❑x Fully Activated If the controller is actuated,please provide a layout for all actuated legs of the intersection with the following information: detector distance from stop line, detector length, delay time and carry-over. If using IDOT's standard for detector loop layout, a copy of the standard containing the above required detector information will suffice. C. Pedestrian signals: ❑ No ❑x Yes: Locations: Existing—All legs; Proposed—No change d. Sidewalks/bicycle facilities: ❑x Sidewalk ❑x Bicycle/Multi-Use ❑ Neither Locations: Existing—NE, SW(sidewalk); Proposed— SE, SW, NE (sidewalk and multi- use trail) e. Preemption (Railroad/fire/emergency vehicle): ❑ No 0 Yes: Locations: Existing—All legs; Proposed—No change f. Describe parking and parking restrictions and identify any bus stops in the vicinity. No parking or bus stops in vicinity g. Do current signals meet MUTCD standards? ❑ No 9 Yes h. Is intersection a part of a current signal interconnect system? ❑ No x❑ Yes: Limits: Cannonball to Eldamain Jurisdictions involved: IDOT, United City of Yorkville, Kendall County i. Operational deficiencies: 11 Check. HJghway Capacity Manual 2000 © Before improvement both before and after ❑After Improvement , worksheets are required INPUT WORKSHEET Geifexaidriiiatr ~` :._; 4 _� : . Analyst :TN1/y' :- Intersection t7 A-r Oafrc t 611 AgencyorCompary N('rcg:o <�i 4!36 Z: =V�LtG Area Type ❑ CBD Other Date Performed 3 ld it . Jurisdiction mt��T' Analysis Time Period 8m peak Analysis Year / if x .� _ .. . . . . .. . . . .. .. .a. ,ow::.. >.= : •..�_�..y"s.�_ _ ��fi3' .:: r � ...a.So � -R7ri'•"` " ' grade= - _ CO = Pedestrian Button J14 s W {A . Lane Width rp grade= d/ = Through N . . . . _ : Right . . ... include tumin g . _. . :. : >• :- t o s , . - . 0 = Len bay length u : . .. Through + Right grade=CP G �L N V S 3l — _ Left + Through t� Street 3`r(LIAr.3 51. 6NA�S Y = Ld1 + Right ` = Left + Through + Right a _ __.. _.).....),..::.. ._. .:. . _. grade= e 7mingn,rr l'i t a 'L ? ifrt : px.' . i::�:'i3:G'�i 4•'i ".",1x'".kgirt'Ir!. Y-• p N EB WB NB - rt•r; ''.. SB LT TH RTt LT TH RTt LT TH RTt LT TH RTt Volume, V (veh/h) % heavy vehicles, % HV Peak hour factor, PHF Pretimed{P) or actuated (A) Start-up lost time, 11 0) Wension of effective green time, a (s) Arrival type, AT Approach pedestrian volume.2 v (p1h): Approach bicycle volume,z vac (bic cles/h Parking (Y or N) t N Parking maneuvers, Nm (maneuversJh) Bus stopping, N (busesdh) p p Min. timing for pedestrians,3 G (S) .ii '.' ::$;• ^ =5i ,i:•' 'L y. iX.`;Y •:. T< c sYt C`i 'S2:< 4.v..e�),'`� Yr:L. . `��p ....�,�>.+,24n Tom'. `pv�• � 'V •• $ ._.ry v .:a • r jy.. _.....t :..... .._. .....„.:.:.' C ":c..vyYC.._. ._._. O �C3e • iN Y9i Y. D 01 02 03 04 05 06 07 �08 f A G R M I Timing G = G = G = _ = G = _ = IY = Y ° Y = Y = Y Y = Y = Protected turns _ , A Permitted turns Ped s 'ao. Cycle length, C = s %:r• '.t�$. _ .° c' '; ;� �.5.;�:, -.ZE3 'E i:. .e".taf'r . y4. v ♦ - H •:.. XM.,+E. • x 1 Is .emu a 1. RT volumes, as shown, exclude RTOR , 2. Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. 3. Refer to Equation 16-2 - 4 Chapter 16 - Signalized Intersections I E l i pi i i i Check. Highway capacity Manual 2000 0 Before 'Improvement both before and after After improvement worksheets are required INPUT WORKSHEET eifeta uriiratozZ<`� :. .. - : .-:r• _ ,F k � x �;s Analyst Intersection V5_ 3¢ A4 r 13(55c�{e2 Agency or Conrany rvrl ct cam' 400X Vu.ce, Area Type ❑ CBD Other Date Performed d ' Jurisdiction �DCrfl Analysis Time Period yPM Qak Analysis Year 11 ' U,�y� ' z U .-?"'; �j <. « e'kkr• '�. —)• • .�' : J �Sa. .r}, s _ Ya• Fa' • t,}_° �`. ,.�% °�'n - Cu = Pedestrian Button — ([t, :�:_ r = Lane Width !� grade= d� = Through N t o5' 'L �+ g . .-. -~ . -. M RI ht include turning Lett bay length 4q = Through + Right grade= G N V5 5¢ = Lett + Through . . _[ Street E tdl toll PiTI( : 'I : :._: .:_: • ` pCr weT�ZrArD 516NA<l-5 = Leh+ Right grade % = Left + Through + Right WB_ . ,. .. : :�: ors:: -���, LJfF;`: � :�.'i't: �:t�i1...:rP+:�t!`'c'i`L`i_�-. �..:`�i�rwY'RE� : -Y - , .iF•� ��� `ti ]c'^ �• ' NB S8 LT TN RTt LT TH RT1 LT TN RTr LF TH RTh Volume, V (veh/hj % in vehicles, % HV Peak-hour factor, PHF . Preff ed (P) or actuated (A) h Start-up lost lime, I{ (s) Extension of effective green 6me, a (s) Arrival type. AT Approach pedestrian volume,2 v (p/h) Approach bicycle volul vtk (bic cley Parking (Y or N) Parking maneuvers, Fm (maneuvers/h) Bus stopping, No 0 0 Min, timing for pedestrians,3 Z�J'✓.l�lr !7 ygJl Y" .t,'.0 gc�I .�:�_ .': �-�'= 'i._.C.`.�'0.s�:. f.`.*'•.:i�0. (�' y�+ic�. � ?c � .+�^" .�'. i .`b:r�.� a+'; i:^J.f.'i�e:i..ic•�'s.�`F: '-_. 'G�_ u ..._ 1 ', h, 'i,S. �S�� D 01 02 03 _ . 04 05 06 08 I A G R A M Timing G = G = G = G Y = Y = Y = Y = Y . Y = Y = Protected turns Permitted turns — P s an Cycle length, C = s _�_ - •. • : :: � . ,-. .�.: -. ._. -i •. .?:��=r??;f.;.:�W:=«y w :;d.:•� : .s. ' v ..x� - vim: y i 1, R'f MUMOS, as Shown, wAude RMR. f 2. Approach pedestrian and bicycle volumes are those that conRkt with right turns from the subject approach- f 3. Refer to Equation 16-2. Chapter 16 - Qignalized Intersections i I i d u S ATTACHMENT 2 - SIGNALIZED INTERSECTIONS FILL OUT FOR EACH SIGNALIZED INTERSECTION Provide Existing and Proposed Conditions for Each Item Location: US34 at Sycamore Road a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection, right turn on red allowed or prohibited, and provide separate right turn and right turn on red volumes. b. Type of controller ❑ Pretimed ❑ Semi-Actuated ❑x Fully Activated If the controller is actuated, please provide a layout for all actuated legs of the intersection with the following information: detector distance from stop line, detector length, delay time and carry-over. If using IDOT's standard for detector loop layout, a copy of the standard containing the above required detector information will suffice. C. Pedestrian signals: Z No ❑ Yes: Locations: Existing—None; Proposed— South leg d. Sidewalks/bicycle facilities: ❑x Sidewalk ❑x Bicycle/Multi-Use ❑ Neither Locations: Existing—SE, SW(sidewalk); Proposed— SE, SW(multi-use trail)_ e. Preemption (Railroad/fire/emergency vehicle): ❑ No Z Yes: Locations: Existing—all legs; Proposed—no change f. Describe parking and parking restrictions and identify any bus stops in the vicinity. No parking or bus stops in vicinity i. Do current signals meet MUTCD standards? ❑ No ❑x Yes j. Is intersection a part of a current signal interconnect system? ❑ No ❑x Yes: Limits: Cannonball to Eldamain Jurisdictions involved: IDOT,United City of Yorkville, Kendall County i. Operational deficiencies: 12 Check: Highway capacity manual 2000 Q1 Before improvement both before and after [After improvement worksheets are required INPUT WORKSHEET HET gI Analyst Ti+•!� Intersection U5_ * Ar 5Y�.L! Qa �D Agency os• company VNrTCeD errY e�F' YoP—�yS area Type o ceo , tm,er Date Performed ,/f'iC .lurisdidion �I�crt- Analysis Time Period- D[�9j{ Ma(ysis Year _ � ' ..5.1.o •ti. _ i�.,x. I : -?.•,�!l.l lr.� - '" ,.'.�T: e''�.F4:'._-.�:s:�=^".�. � _ '`K.'y.`'-F t Rte ' . - „- CO Pedestrian Button lane Width IA ...3___ - grade Cm/ 5lwrttathArmv _ Through . , '_ �--- o = Right include turning Leh bay length M M = Through + Right ` . US 34- = left + Through street . ,. = left + wght -- y grade= U� = Left+ Through + Right ix tZ - ��4Ur�reani��rr7"�.g �,N• . q^y:+. , :.:+:=: icR:dkw..,.•g;' §� r:: — ._�9a�dK�L$'- _ r._ :.:. ' � z ,T=.'�w: —•.>r'�-> EB SN8 N8 Sg L7 7N RT' LT TH RTr LT TN RTr LT Volume, V(vehm 7H RTC } _ %° heavy vehicles, % HV Peak-hour factor, PHF } Pretimed (P) or actuated (A) . Start-up lost time, Ir (s) i Extension of effective green time, e s Arrival type, AT h , Approach pedestrian volume? v (P/h) Approach bicycle volume,z v bic deslh Parking (Y or N) _...- _ i Parking maneuvers, N— (manewers/h) Bus stoppin ; N {busesm d O O Min. timing for pedestrians 3 G (s) !.':t�-i�JSQ�.-.IY,�3,f,. ' �, i���-'��K` - '~- ,^` �• A.oi�.'�.'. K.- .. ?5..1.: •L- . s :D...,xl: 01` 02 03~ i ta4 03 06 07 08 i A R A M Timing Y= Y = = G = G = G = Y = — �.�' Protected turns ! Permitted turns le length, C - dart RE umas, as shown, exclude RTOR Z Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. 3. Refer to E uation t6.2 Chapter 16 - Signalized intersections ll i i E E E Check. Highway CapacityManuol2000 Before improvement both before.and after [JAfter improvement . Worksheets are required INPUT WORKSHEET Analyst _ �`wrS - ~ y Intersection U5 9- Ar- 51 !tAAeoW AgertcyorCompany Vf*;M5I+ < (Tr of Y^94LOatS Area Type 0 CBO Amer Date Performed ` Jurisdiction J:b<:t— Analysis Time Period pM k Analysis Year ? ?/ JIVI s+ 11 11 . . U CO = Pedestrian Button Lane Width Through _ —_Z� _ -•a- - c� = Right r include taming Left bay length Through + Right U5 3¢ = Lett + Through i {UL17 uS PP.TN = Left + Right grade O� T = Left + Through + Right Irq��(`},�rQ� .ay" •Y.'vgxq.� +(-��-, iw *f+"Fs" .._.S' � `:S y, WB NB SB Volume, V (veh/h) LT TH RTr L7 TH RTt LT TH RTt LT TH RTr % heavy vehicles, % W Peak-hour factor, PHF Premed (P) or actuated (A) Start-up lost 6me,.lt (s) bdenslon of effecitve green time, a (s} I Arrival type, AT Approach pedesUlan volume? v (pfi} Approach bicycle volume,? v U10 clesin Paridng (Y ar N) ._ Packing maneuvers, Nm (maneuversm) Bus stoppl ;N busecAt d 0 Min. timing for pedestrians 3 (s) 7 5 Cc •, xt 1'JS'' .�..':r�s•f�.y'�,2 0 131 02 - -.- 03 :. 04 05 @6 Off 08 a I A G R A M Ti = G = Timing = G = G = G = Y = Y = Y = ° Y = Y = - _ Permitted turns Protected to fns Cycle length, C = s an Rd I* RT volumes, as shown, Wide RTDA � 2 Approach pedestrian and Btcycle volumes are those that conflict wit right turns from the ftMecd approach. 31 W to EQuallion 16-2 Chapter 16 - Signalized Intersections ATTACHMENT 2 - SIGNALIZED INTERSECTIONS FILL OUT FOR EACH SIGNALIZED INTERSECTION Provide Existing and Proposed Conditions for Each Item Location: US34 at Eldamain a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection, right turn on red allowed or prohibited, and provide separate right turn and right turn on red volumes. b. Type of controller ❑ Pretimed ❑ Semi-Actuated ❑x Fully Activated If the controller is actuated, please provide a layout for all actuated legs of the intersection with the following information: detector distance from stop line, detector length, delay time and carry-over. If using IDOT's standard for detector loop layout, a copy of the standard containing the above required detector information will suffice. C. Pedestrian signals: Z No ❑ Yes: Locations: Existing—None; Proposed— South leg d. Sidewalks/bicycle facilities: ❑x Sidewalk ❑x Bicycle/Multi-Use ❑ Neither Locations: Existing—SE, SW(sidewalk); Proposed— SE, SW(multi-use trail)_ e. Preemption (Railroad/fire/emergency vehicle): ❑ No Z Yes: Locations: Existing—all legs; Proposed—no change f. Describe parking and parking restrictions and identify any bus stops in the vicinity. No parking or bus stops in vicinity g. Do current signals meet MUTCD standards? ❑ No ❑x Yes h. Is intersection a part of a current signal interconnect system? ❑ No 19 Yes: Limits: Cannonball to Eldamain Jurisdictions involved: IDOT,United City of Yorkville, Kendall County i. Operational deficiencies: 13 Check. C Before improvement both before and after Highway Capacity Manua) 2000 I ❑After improvement worksheets are required INPUT WORKSHEET s �;;.� ,: . . " as >. ' . !C « F'ry '' 1 �.?' .f .. .K< 5 R Lk f _ f•:.:^:'x:fix .xt., ` v :U"' `"^.a?.. . v .fd%^ Analyst %J ^1 kti Intersection !/$ Wit' c° GAO 4s .Rwe.oi ! ri°4 Agency or Company 41411m* 6 .) OP Area Type ❑ CBD t�(Other Date Performed 3/Z / / a Jurisdiction „Z'D 0 r Analysis Time Period Rm peak Analysis Year � � 1�"'�SSn.,.V�»'e�..f.©:>11:1^1::.sh111^0,e^,r c. ::,. e.•c�V�-�^.�ffi�:..�.>-:..- �. rv. .•;.:k . s•, . ^'-ir: � :<.. 'nz� k :x V,Cs . x. -•.r.;: :: . N ,1c 'w, �..< .^yw 11 z 1111.. 1111.. ' `S.:.> 5.:. .95' . vj:..s'e-: • �i5.� : :'�`-6 K' J,J grade= .:. .-t. Pedestrian Button - r-- = Lane Width j show MArm Through 9�= : ..:... . : "1 110,11- s. Right include turning Left bay length .... = Through + RigfiF ` . , 1 . . .. , grade= 3 = Left + Through i Street --- --- -- . ...... ...:....: ; 11•1Left + Through + Right ...... ... ... grad tZ 'tZ tom' 1.101 r•:'.:'�.. > : : :; > ..:a:-:'. :.: .5.. . <x; x. ,u::r w'<�iir:ti+w t=Y-r:•af«�:<:::.:,:ax'? ' :<:33»:iisi:2" �<;• �' . "s�;is.<.. ` �� ,s:^,>n : s .. .: n . . .1ldlumen.anctrrrtJrt tr :. . . :...,:.. . �� �:.,a<...:....W,.t V. )Y S:�...1./C"a."^:.:.y.i._.'.'<v•i.::.:..,.:>^ '.,'.i::a:,..:.:.:i:'.b.`:.,.x:':::::sz3:'« ia'v.1Y.x .;.>.$. .a.:: :�.».pKS>a•.�T:S<'�s" :.:,e r:xe:;<u:�`»'<cx^:L�.`p:\ ?:s:�:.x..>Yn a�.:"v0§T:.q<: ;f RIM SRI & s O , - n M 1u< .�> ». I EB WB NB SB i LT TH RTC LT TH RTC LT TH RTt LT TH RTt Volume, V (veh/h) heavy vehicles, % HV Peak-hour factor, PHF Pretimed (P) or actuated (A) + i Start-up lost time, It (s) i i Extension of effective green time, a (s) I I i I I 1 i. i Arrival type, AT r Approach pedestrian volume,2 v d (13/11) Approach bicycle volume,2 vb1C (bicycles/h) Parking (Y or N) r Parking maneuvers, Nm (manetrversfi) I Bus stopping, N (busesfh) j Min timing for pedestrians 3 G (s) e . .. ,a. a ..... ... ... : .4 4 •._' . 'ti``f#::'!,: Y'5:•.� ...:Se.<x<.t . . C:c 9rYN:•jtL.`::' ` 11(11 • : '.�£':�`> '.Y:'q:Y. ":.L'n . ..bd.'>.. . g r >.... . . . .: ?TY?^' u a ._w.. G :.Fn. ••S'�'F' lIs: ' •S• g .^:F:.J.,yY:::3Fp^}; "C . . 3r <, . .a<.,.. .,x, r..i<s.� .. . :.� • •:-',<:: .:. .:.. .^•.'a., . .. ,. < "H_:�y?�:�" .y'%s c: i?`isS,'e6 .;:aRt '.X� ,.St:(��]�af�.R,. ��i .� . yy,�� � . . .. • . . .._5.��,b.. > �� i;, ..,, �y k�` , .R! :s' '<. .. .... .:::F':. . .:!xs.•.< ;: :< x .' :: 1111.. . , . ai:UC::< rd.,> 'xS �..»,.><.`+' 'rd�;p,.� • 1111^.,: 1111 <..•... 'M•`";.a.MN ...d<.� :L� �s C D 01 0 �{ 04 ( AL 05 06 07 08 I �J Li G i— Timing G . G . G = G = g Y = Y = Y = Y = Y = Y = Y . Y = Protected turns — _ _ A Permitted_ turns Cycle , = s 1 , 101, 1111..^ . le 1111. — Pedestrian- length, a . 1111 . 1111 ♦:.v .. vy. .. r: ...: .v<.. >�N.5 X50 .. 22. .�1<.-.a$ � , .y ' 1101 .. ,. ... s': `<£? :.h:a�xz`>-_:' » •.�;d•_ia"' . ^.: n. ., , ' :" ..^ ,.,.. :a. .'SF'<+�""-f.`5<. ..i .� 1. RT volumes, as shown, exclude RTOR 2. Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. 3. Refer to Equation 16-Z i Chapter 16 - Signalized Intersections ) Check. Highway Capacity Manual 2000 F1 Before improvement both before and after After improvement Worksheets are required .... .. . :... INPUT WORKSHEET .. .. . {:..;:: .: "x " ''S< ' <.<:Y>: -ti;. '^:h`.c:ta"Lx•> F.. ::u.Q . 1.>:F::..0 0?��s�C.> `yzv eM= :e ' vr Intersection 61:5 W e Agency or Company UN�1 : , a� r� ac arocc Area Type O CBD te'Other Date Performed 3/Z I r Jurisdictions Or Analysis Time Perio Analysis Year . . <.Aw`: ^::4�fit^:.. M . YR&<:S,%•,Vb? ',.!L:`„ • M ,ss,' wP: iW :;,z<•„ u'� ,Yks :§r•. "ss,? �'r, ' .. S . . ::. . .. .... ... c . . .... .5.. .., ,. LS:.H:a...df.¢00:^? grade--ka.._.. ._i.. .. .. ...... UD = Pedestrian Button I41- J­ y f--- = Lane Width Show North Mon . .. : . .. .. . . ..,...... = Through grade= ... ... ... . .. ....... . = Right include turning = Left bay length Vp = Through + Right grade= 3 = Left + Through Street = Left + Right ....... ........ : L ft + Through + Right .... .. .:....: . :..... grade= i iXVY \ y M&an � immg JnputK 'v7 . .. . EB WB NB SB LT TH RTI LT TH RTI LT TH RV LT TH J___LL Volume, V (veh/h) % heavy vehicles, % HV Peak-hour factor, PHF Pretimed (P) or actuated (A) , Start-up lost time, It (s) i Extension of effective green time, a (s) Arrival type, AT Approach pedestrian volume,2 v ed (p/h) Approach bicycle volume,2 vbic (bicycles/h) Parking (Y or N) Parking maneuvers, NR, (maneuvers/h) Bus stopping, N (buses/h) Min. timing for pedestrians,3 G (s) J''lC�ns?1°Abasrngf'CnY " ? US n" A D 01 fJ 0 03 f �-- 04 !► 05 06 07 08 I (_ p` f J A G Aop M ( ) i G = G = G = G = G = G = G = Timing = Y = Y = Y = Y = Y = Y = Y = Y = i _ , a Permitted turns Protected turns _ _ _ Cycle length, C = s Pedestrian i 1 . RT volumes, as shown, exclude RTOR 2. Approach pedestrian and bicycle volumes are those that conflict with right turns from the subject approach. 3. Refer to Equation 16-2. E Chapter 16 - Signalized Intersections E E f {r{E 1 S I ATTACHMENT 3 - UNSIGNALIZED INTERSECTIONS NEEDING UPDATE FILL OUT FOR EACH UNSIGNALIZED INTERSECTION(2 {PER PAGE) Provide Existing and Proposed Conditions for Each Item Location: US34 at Diehl Farm Road a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection. b. Traffic Control (4-way stop, two-way stop, etc.) Existing—2-Way Stop; Proposed 2-Way Stop. C. Other Conditions: N/A d. Sidewalks/bicycle facilities: Z Sidewalk ❑x Bicycle/Multi-Use ❑ Neither Locations: Existing—south leg, east and west sides (sidewalk) Proposed—south leg, east and west sides (convert to bike path) d. Special Problems: N/A Location: a. Conditions: On the HCM Input Module Worksheet, indicate/sketch the number of through and shared lanes, all designated turn pockets and the length of all turn pockets, lane width for all lanes,percent grade, free flow speed and saturation flow rate for all legs within the intersection. b. Traffic Control (4-way stop, two-way stop, etc.) C. Other Conditions: d. Sidewalks/bicycle facilities: ❑ Sidewalk ❑ Bicycle/Multi-Use ❑ Neither Locations: d. Special Problems: 14 Check. Highway Capacity Manual 2000 [Z Before improvement both before and after ❑After improvement . Wo,kshee#s are required INPUT WORKSHEET GelleYa A .177 tlQ {hr._' t 13 t2l i; Analyst <>` lnterstn lion 3¢ `,4 r Agency or Company Lk-I, t1`cD �tTY Gz Y >G ru V Area Type D CBD Other Date Performed 3 D'VW Jurisdiction 1DO7' Analysis Time Period pAm, Analysis Year ' • 7+++FO , .' SrO� _� _ 'c5j�'-y�- . Y. �i� =.-:-. ....y _..�.r; s. ` _ -- :;,< - `._i'k. rx �•s.Hi..... __ � . - .:` ...� -':° .•W. .n ' ' F:Sr. .i . . ...:' ti � }�tiw �:{S ( %.v .:.� . • — .tik !�l�zl�`.. fi?.:y: s:3':n_'w'.,-F . a7'�:.r.:. _ XXZZ.^^ik'�. "i'Fk .. .#•��SF�flc. :: - n ' .. -..: . . .__., - .- �.,:•'.� grade= _ ! -: . ......... _ 0 — ' a pi CA = Pedestrian Button _- - Lane Width ..::...:............. >: w g D a/ ShmvtrorlhArrvv 4 rode= t = Through Right InCIUCI@ turning _ . ._ . . Lea bay length Through + Right N ' [ �• L wade= V5 3 ¢ = Lea + Through i... Street ,� y Y = Lea + Right . ' � o Left + Through + Right e ;vx:: r:y'....;�ee:tnf'l i+tn': :L:: 'y`:.± ;""_ =.SS_•. d%y •vi"::.' :-rJS' : ' - :r -- r .x 11 7 ":.1 v:. ..:.4. Ili �"�::v%,. :�� � EB WB NB sg LT FH RTt LF TH RTt LT TH fiTt LT TH RTt Volume, V (vehlh) % th" vehicles, % HV Peak-hour factor, PHF ""°" ' Pretimed jP) or actuated (A) I j Start up lost time, (t (s) Extension.of effective green time, a (s) Arrival type, AT Approach Pedestrian volume? v (p1h) I Approach bicycle volume,2 v - tilcyclesi Parking (Y or N) Parking maneuvers, Mm (maneuversi Bus stopping, N (buseslh Min. timing for pedestriarl G (s) j : '#aS�(s��%;• ?/���f' ; (�� .iai� ice:.>: �:.=':�5.;:s,- ?� :-.�<?- _ . , .7.-= � s • 5e;> . s"S?:-. xo- . ....•, ii..k?y'lia�"� "' lst�'.[?R?i.. :'`&�i'l� $:�`�.i^•,..:`-� 'Cx=..''��•n`(�4q.,-'�.r+•_-.;•n�; - '��., r.�'`•°°' F.�..,��b . Ma'T . his: D.. . : 01 02 H3 04 05 lob or 08 I A G R A M Timing G ° G = G = G G Y = Y = Y = Y = V . Y = YZ y = Protected turns , ! Permitted tums Cycle length, C = s = - - - Ped an ,.:..:.. n., ;- r :-- .. :;•... : . : ._ . .. _ ; .�"::�: .+ag "_-` _.r :. . . , . . ;-• : � ,:'n::<: ,tip" ` 'x?� � , �s-;« .�,.. x _ cK. • o v._ a 1. RT volumes, as shown, exclude tiTOR - - '" i 2. Approach pedestrian and bicycle volumes are those that coaaicl with tight turns from the subject approach. " 3. Refer to £ uation 16-2 f Chapter 16 - Signalized Intersections j i d i 3 a i f f Check. HTghuJayCapaclfy man ual2000 ❑ Before improvement both before and after RAfter improvement . Worksheets are required INPUT WORKSHEET lntetsec6on us 3 ¢ q fl y L �,q em ~ Agency or Company dr' rTcD G� Ir tSt' �or� K.yrci� Att a Type 0 CBO Other Uafe Performed —Q d ( Jurisdiction SDo T Anz(ysis Time Period — I2_{ s'1k Analysis Year . _f7o. ;;Es � ,.^ [' i: , q '•?�.Y} tz:. _ 'e' v^iF:x:t. . _{i�.-.tW`. .^Y'� :t�^-a-i .:...e ✓.t: fib. :� , I.��l•.:._w�.lsv; _- ^F i h .' - Y . , �-. - Via ,]. � _ • - .;C � .. s^• :. ' _G ti � Via' � a.- , ,Y• i-:�jy F^'S;,, CO - Pedestrian Button .sr = Lane Width to shasnoreiArm 4 grade= = Through Right i11C)UC{E fUCnfitg Left bay length Through + Right grade= 4- - - = Left + Through s' Street �v* ' N t)LT[ V5E P4'f N I Left + Right grade- 0 = Left + Through + (tight _ .: Y1.4 . ix K . i - .. -_ �^F•ak�'t�',-;y§,;•U�M". ::ti'�:::,:•-"x• •�:C:4':y��''%" :3 �5•L:��i•��J'e:P:'G�aM•'r�. a �, y.,� �. ii•3J" �/�a.:x..k:` 'a'4,-.,23�:z'�3 EBB WB N8 SB LT TH RV LT TH RTt LT Iii RTr LT TH RTt L0% me, V (veh/h) eavy vehicles, %o HV Peak-hour factor, PHF Pretirned (P) or actuated (Al Start-up lost time, tt {s) E)dension-of effeclive.green lime, a (s) Arrival type. AT i Approach pedestrian vofume,2 v {p/h} Approach bicycle volume,Z v ' (bicycles/11) Parking (Y or N) Parking maneuvers, NM (maneuvers/h) Sus stopping, N (buses(h) Min. timing for pedeshians,3 G (s) D 01�?aS�.H�•r;:I1�,Nrry; J�'��yyF; � - _ ::F�-� .�:�,`.?».:�- 5..:. . ..:��,tF� 'tom" z.:. 's:.� _ - ec •n': �:`�'-`�j>;?*:'"' ..`Y.i�j:,.'%-:. [. ¢. -R`y"i.:c'-:.�.L�G:'a�Y'.s{Y .y :. '�3 ' <.e e8n?g:i-"°e,� . i 102 . 03 04 H5 Hfi 06 I A G R A M Timing G = G = G = G = r = Y - Y = Y = Y = Y = Y Y = - Protected tums _ �' Permitted turns - s 'an Cycle length, C = s '':f Y 4u.. _ ..': :. v::a,,. •i-'.> "yi:i t;':�;.w: _�r.4,%Ti::r.'J'.^' . � -x�^N - t "3 .m sF. �. i. RT volumes, as shown, exclude RIUR - 2. Approach pedestrian and bicycle volumes are those that conflict with dght tuns from the su bject appmach. t 3. Refer to £ oation 16-2 t Chapter 16 - Signalized Intersections E {i t e [ i ATTACHMENT 4 - DRAINAGE DATA COMPLETE FOR EACH DRAINAGE BASIS (2 PER PAGE) Location: US34 a. Existing drainage type (Open/closed): Open Ditches b. Existing drainage problems: None C. Flood plains (Transverse/longitudinal): Crosses Blackberry Creek Floodplain (Str. 047-00419) d. Regulatory(FEMA) Floodways: BlackbeM Creek e. Major drainage structures: Structure Number 047-0049 f. Outfall conditions: Clear outfall to Blackberry Creek g. Comments (Realignment/cost participation/jurisdictional transfer): N/A Location: a. Existing drainage type (Open/closed): b. Existing drainage problems: C. Flood plains (Transverse/longitudinal): d. Regulatory(FEMA) Floodways: e. Major drainage structures: f. Outfall conditions: g. Comments (Realignment/cost participation/jurisdictional transfer): 15 Congestion Mitigation/Air Quality Improvement Program Transportation Control Measure Committal Agreement One copy of this page must be completed and signed by each sponsor of proposed FY 2012-2016 CMAQ projects. The project sponsor certifies that it is willing and able to manage, maintain, and operate the project(s). The project sponsor possesses legal authority to nominate the CMAQ project proposal(s) and to finance, acquire, and construct the proposed project(s); and by this committal agreement the sponsor authorizes the submittal of the CMAQ project(s), including all understanding and assurances contained therein, and authorizes the person identified as the project contact to act in connection with the proposal(s) and to provide such additional information as may be required. The project sponsor will cause work on the project(s) to be commenced within a reasonable time after receipt of notification from the Chicago Metropolitan Agency for Planning that the project has been selected and that the project will be carried to completion with reasonable diligence. Whereas the CMAQ program funds transportation control measures (TCM), the sponsor agrees that, if selected, the project(s) may be included as a TCM in the State Implementation Plan (SIP) for attaining the applicable national ambient air quality standards. Inclusion of CMAQ projects in the SIP will follow procedures established by the CMAQ Project Selection Committee. The sponsor will provide any tracking information required in a timely fashion. Name: (Please print) Title: (Please print) (Signature) (Date) Project Sponsor: PROJECT MILESTONE SCHEDULE Municipality: United City of Yorkville Contact Information Project: US Route 34 Shared-Use Trail Municipality Krysti Barksdale-Noble Scope of Work: Construct Bike Trail Along US Route 34 Council/Liaison Kane Kendall Council of Mayors/Mike Sullivan TIP#: TBD Consultant Engineering Enterprises,Inc./Jason Bauer TIP Years(Ph II/Const): TBD IDOT TBD Section#: TBD Last Constr&E3 Cost(date 3/2/11 ): $860,000 Current Constr&E3 Cost(date: 3/2/11 ): $860,000 Date Prepared: 3/2/2011 Date Revised: Projected Dates Initial Est. Kick-Off Revised/Actual 1. Project Scoping Oct-14 Notes 2. IDOT Phase I Kick-off Meeting May-14 3. 1st State/Federal Coordination Meeting Jun-14 4. Categorical Exclusion Concurrence Jun-14 5. Design Variance Concurrence Jun-14 6. Submit Draft Phase I Report(PDR)to IDOT(a) Sep-14 7. Public Hearing/Meeting(or N/A) N/A 8. Right-of-Way Kick-off Meeting(or N/A) Sep-14 9. Submit Final Phase I Report(PDR)to IDOT(b) Mar-15 10. Submit Phase II Engr.Agreem't to IDOT(or N/A) Mar-15 11. Phase I Design Approval May-15 12. ROW Aquistion Initiation(or N/A)(c) May-15 13. Phase 11 Engr.Agreement Approval(or N/A) Oct-15 14. Submit Pre-Final Plans and Estimates(d) Dec-15 15. Submit Phase III Engr.Agreement to IDOT Dec-15 16. Submit Final Plans, Specs&Estimates(PS&E)(e) Mar-16 17. ROW Acquisition Complete Jan-16 18. Construction Letting Apr-16 Notes: See IDOT Local Roads'Mechanics of Project Management (a)3 to 6 month review required per complexity and submittal quality "Federal Aid Project Initiation to Completion"Flow Chart for (b) 1 to 3 month review sequence of events and estimated review times. (c)Minimum 9 to 18 months required from plats to acquisition (d) 1 to 4 month review Prepared by: CATS-Comm.Liaison/IDOT-BLRS(7-11-02,5-03) (e)7 to 10 days before Springfield BLR due date File Name: G:\Public\Yorkville\2011\YO1101 CMAQ Application\[Milestone Schedule.xls]Sheet I GO TO 2040 Support Information Form 1. Briefly describe your project: provide type of work and limits of project: This project consists of the construction of a new shared-use trail within the existing US Route 34 R.O.W. and various exclusive easements beginning at IL Route 47 and extending westerly approximately 2 miles to the intersection of US Route 34 and Eldamain Road, the western limits of the United City of Yorkville. 2. Describe how the proposed project helps implement the goals and objectives of GO TO 2040. Please see the instructions for specific action areas and recommendations from GO TO 2040 that apply to the CMAQ program. The construction of this project will promote greater livability due to the higher degree of utilization of the various land types in the area due to increased connectivity and access. Healthier lifestyles will be promoted and overall air quality and congestion relief will be provided as access to alternative modes of transportation will be available. An increased sense of community and connectivity will result from the connections to various parks, schools, civic centers and recreational facilities will also result; all of these goals are identified in the GO TO 2040 Plan. Additionally, as indicated in the GO TO 2040 Plan, one goal for this region is for continued use of the Greenways and Trails Plan; this project in particular is identified as a future improvement on the Northeastern Illinois Regional Greenways and Trails Plan (2009 Update). Therefore, the construction of this shared-use trail will complete one of the goals directly specified in the plan,which is consist with the GO TO 2040 Plan. 3. Please identify any local or sub-regional plan containing this proposed project. Describe how that plan is consistent with the overall recommendations of GO TO 2040. Please provide a link to the plan (if available online) or a copy (or relevant excerpts) of the plan or program if it is not available online. This planned shared-use trail is identified on the Northeastern Illinois Regional Greenways and Trails Plan (2009 Update,which can be found at this link: http://www.cmap.illinois.gov/bike-ped/greenways-and-trails Also,this trail is identified for construction in the United City of Yorkville's Integrated Travel Plan,which can be found at the following link: http://www.yorkville.il.us/ITPFinalPlan.php 4. Identify any phase of work(phase I engineering,phase II engineering,ROW, construction, implementation, engineering for non-highway projects) of this project currently in an adopted program. Please provide a link to the program if available online, or a copy of the relevant excerpts otherwise. N/A ° ''`o Memorandum EST. ,Z 1836 To: Public Works Committee From: Laura Schraw, City Park Designer 0 L (0 CC: Joe Wywrot, City Engineer Krysti Noble, Community Development Director 4-E Bart Olson, City Administrator Date: February 11, 2011 Subject: Potential CMAQ Grant Applications Congestion Mitigation and Air Quality Improvement(CMAQ) Program Grant Applications CMAQ grant notifications were released earlier this month for the FY 2012-2016 grant cycle. Staff is seeking direction trail project selection for application submittal. The grant applications are due to the Kane/Kendall Council of Mayors (our Subregional Planning Liasion) for a pre- review on March 18, 2011 and due to CMAP by April 1, 2011. Projects that are not approved by their local planning agency will not be considered for funding. This project cycle will fund a full 5 years of programs. Additional information not included in this memo can be found at http://www.cmap.illinois. og v/congestion-mitigation-and-air-quality `CMAQ FFY 2012-2016 Project Information Booklet'. Any completed applications and attachments would be submitted to the March 81h City Council meeting for review and approval of the applications, and approval of a resolution to apply for any grant. What is CMAQ? The source of this grant is a federal funding administered through CMAP (Chicago Metropolitan Agency for Planning) with recommendation by the Kane/Kendall Council of Mayors (KKCOM). CMAQ funds are used in northeastern Illinois for transportation projects that reduce congestion and related air pollution. Examples of projects that may be funded are transit service improvements, traffic signal interconnects, bicycle/pedestrian projects and diesel engine retrofits. Previously Proposed Projects: In 2009 applications were submitted for the following 4 projects: 1) Route 47 Trail Improvements—enhancement to the IDOT widening project 2) US 34 Trail Improvements—Eldamain Road to Center Parkway 3) Kennedy Road—Route 47 to Bridge Park 4) Somonauk St./Game Farm Road—47 to 34 See project descriptions below from the 1127109 City Council memo. Route 47 Trail Improvements: The Illinois Department of Transportation has completed Phase I Engineering and is at 90%pre-final stage for Phase II Engineering for the widening of 3 miles of Route 47 within the United City of Yorkville. The project terminus is Saravanos Drive to the south and Kennedy Road to the north. The off-road bicycle improvement will be engineered and constructed as part of the widening of Route 47. The engineering and construction will be performed by the Illinois Department of Transportation with project reimbursement from the United City of Yorkville. The construction of this facility will provide United City of Yorkville residents a safe, continuous alternative transportation method linking residents north of the Fox River to those south of the river. Residents will be able to utilize internal pedestrian facilities to connect to the Route 47 bicycle facility and thus providing residents with the connection to the commercial businesses lining Route 47. US 34 Trail Improvments: The Illinois Department of Transportation has completed Phase I Engineering and is beginning Phase II Engineering for the widening of US 34 between Center Parkway and Cannonball Trail. This does include a 10' wide asphalt trail and bridge over the Blackberry Creek. The off-road bicycle improvement will be engineered and constructed as part of the widening of US 34. The portion of the trail that is part of the Illinois Department of Transportation Project engineering and construction will be performed by the Illinois Department of Transportation with project reimbursement from the United City of Yorkville. An off road bicycle facility is desired given the traffic volume and percentage of truck traffic. The construction of this facility will provide United City of Yorkville residents a safe, continuous alternative transportation method linking residents to one of the largest commercial areas, medical services, and the location of the government center for the county. Kennedy Road Trail Improvement: The Kennedy Road trail project connects commercial centers, the REC center, Post Office, spray park, two elementary schools, the golf course, several residential developments, regional ballfields, and to the Villages of Oswego and Montgomery in a safe off-road shared-use trail. This trail connects to the Grande Reserve Trail in three locations. Two links connect to the Oswego Park and Ride on the south side of the Burlington Northern Santa Fe railroad tracks, and on the north side of the tracks the project would connect to an existing trail that links to Oswego and then onto Montgomery and their shared-use trail system. The park and ride trail user, instead of winding through the Grand Reserve recreational trail, can easily commute to the facility through a more direct route. In addition, the trail will provide a non-vehicular connection to the only lighted ballfield complex in the City. Lastly, the trail will provide a safe route for children in neighboring developments to access the school. Game Farm Road and Somonauk Street—Trail Improvement Following the January 20, 2009 Public Works Committee meeting discussion where the above three applications were discussed, the potential for adding the trail improvements planned along Game Farm/Somonauk Street as part of the STP funded project was discussed by staff. As opposed to the other projects, this one is a City project already partially funded, however, not completely funded. The CMAQ funding, if approved, would fund 80% of the trail portion of this project. This application is requesting CMAQ funds to assist Yorkville in meeting the match required by the ongoing widening/reconstruction project funded by the Surface Transportation Program. As you are aware, this project has a total estimated cost of $5,594,000 for the entire project. As part of the Surface Transportation Program the KKCOM will fund up to $2,500,000 of the total project costs. The $191,160.00 project costs for the trail have been estimated based on 8% for phase two engineering, 10% for construction engineering (phase three), and a unit price of$36 per square yard for the length of the trail. The trail will be constructed as part of the entire reconstruction project. As the civic corridor in the community, Game Farm Road/Somonauk Street includes all possible trip attractors from schools, to commercial centers, to government centers, to recreation facilities and residential areas and would connect nearly 28 miles of existing pedestrian facilities (sidewalk and trails) making this application a good candidate for CMAQ funding. Where did these projects rank? Attached are the FY 2010 proposal rankings so that you may view where the previously submitted projects ranked in comparison to other Bicycle Facility projects. An alphabetical list of all CMAQ proposals for Bicycle Facilities is attached, as well as the list of approved project programs. The Route 47, US 34, and Game Farm Road FY 2010 Applications are attached for your review. Kennedy Road has received an ITEP grant and therefore cannot qualify for additional federal funding. Staff,under the direction of this committee,would complete any application and prepare supplemental materials (maps, estimates, milestone schedules, project scoping, etc.) for the FY 2012-2016 cycle. (That application is also included.) We would request assistance from an engineering firm at no charge to complete this application. EEI assisted Staff on the FY 2010 grant completion. 00 N (A m 00 1- O p m r 00 r r N o (OD QO) o t�+j vi 0 o r v trJ !j� a T C ju C O C. 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E9 64 7 V O 3 S 44 m Z m C C CC V N J E E y c v a� a O w E E a E o a r (D o n c Q c 47l w p m o m a w =`o v r E r. .. o a •0 2 a� -'� m 2 a N c °r aci c m m ¢ F- D c a c E v -D as w c E m u U L) v, -� (D a m -i ca a `�-�° a m m m d ° a ro as v, LL � 4u 0 m = � � ` c7 m � 0 CL le CL 0 CL CD U m �, cA v LL m (a m 3 � a� u ac (n "D m a G N (n YVJ O m O C 4cp D) Y y Y ++ Z7 aD � l0 D C m w e C l/l O m C C C .� `) lC C O O �C D 0) N C 4� d Z L :rw U L E5 E c 4l) O 7 a) m 0 in U w cn C-0.f (*� cn ° C7 cn m 0 U O C N C [� C `O f1. t ,¢d LL n rn o 4n 13 C"C ar c U = � D) to 0 lil C7 U 2 m c o w aCi cb C O Y ¢ c O ¢ o CL cnn w in U Y a c U ¢` (" to - ao .O T cn ti LO co (D N r a) Ch L O co O c r) O O g N g W) V CL t~ ti � 4` (N r) r) M M (N (N C M r) r) co (+4 al r+ O O O O O a O O ++ O Q O C) Q U r r r r r r r r V U r r r r r 4) Cl W O) O a0 r O O r) to M r ti r O a 0 0 O O r 'O r C) O O a U O CL. m co m mm m m m d (L mm m m m CL? � Chicago Metropolitan Agency for Planning CMAQ Proposals Grouped by Type and Sponsor- FY 2010 Project ID Description Project Federal Council Cost Request Bicycle Encouragement Proposals for. CDOT BP01103377 Marketing for Chicago's Public Bike System Chicago $1,667,500 $1,334,000 6P01103378 Chicago Bikes Marketing Campaign-Phase III Chicago $500,000 $400,000 CDOT Totals: 2 projects $2,167,500 $1,734,000 Proposals for: Palos Heights BPO6103223 Southland Safe Routes to Parks Southwest $116,500 $93,200 Bicycle Encouragement Totals: 3 project(s) $2,264,000 $1,827,200 Chicago Metropolitan Agency for Planning Pagel of 19 CMAQ Proposals Grouped by Type Thursday,May 21;2009 and Sponsor-FY 2010 Project{D Description Council Project Federal Cost Request Bicycle Facilities Proposals for: Arlington Heights BP03103249 Creekside Park Bike Path(sidepath and park path) Northwest $310,000 $240,000 BP03103250 McDonald Creek Bike Path Improvements(sidepath and Northwest $320,000 $242,000 park path) Arlington Heights Totals: 2 projects $630,000 $482,000 Proposals for: Bensenville SP08103237 Redmond Park Bike-Ped Path Improvements DuPage $551,200 $440,960 Proposals for Carol Stream BPO8103297 Fair Oaks Rd Sidepath,form St.Charles Rd to Oxford St DuPage $1,939,250 $386,500 Proposals for: Carpentersville BPO9103236 Maple Ave from Washington St to L W Basinger Dr Kane $947,000 $189,600 Proposals for: CDOT BP01103325 Lakefront Trail-Navy Pier Flyover Chicago $28,335,500 $13,696,D00 SP01103326 35th St Bicycle-Pedestrian Bridge Chicago $17,592,000 $5,334,000 CDOT Totals: 2 projects $45,927,500 $19,030,000 Proposals for Crystal Lake BP11103238 Pingree Rd Segment 3 Bike Path McHenry $375,000 $264,000 Proposals for: Des Plaines BP03103261 Des Plaines River Trail Improvements,from Touhy Ave to Northwest $994,600 $712,500 Algonquin Rd Proposals for. Elgin BPO9103305 Elgin Bikeway Plan Sherman Hospitai-Metra Station Kane $1,538,000 $1,230,000 Sidepath,from Lyle Ave(Big Timber Melra Station)to Randall Rd/Big Timber Rd) Proposals for Forest Preserve District of Will County BP12103247 Veterans Memorial Trail from International Dr to Centennial Will $1,447,000 $1,045,000 Trail Proposals for: Glenview BP02103295 Techny Trail Segment 4-Two Sections North Shore $455,000 $364,000 Proposals for Grayslake BP10103292 Washington St Bike Path(sidepath) Lake $950,600 $760,480 Proposals for Hoffman Estates BP03103303 Interstate 90 Bicyclelpedestrian Underpass at CN Railroad Northwest $437,000 $334,400 ROW BP03103304 Harmon Blv/Huntington ROW/Huntington Blv,from Bode Northwest $402,000 $280,000 Rd to Hassell Rd Hoffman Estates Totals: 2 projects $839,000 $614,400 Proposals for Horner Glen BP12103243 Homer Glen Community Trail-South Extension Will $1,521,000 $1,216,800 Proposals for. Kane County DOT BPO9103299 Stearns Road Bicycle and Pedestrian Bridge Kane $2,7`15,000 $2,172,000 Proposals for: Lake County BP10103245 Prairie Crossing Bike Path/Midlothian Rd sidepath Lake $2,629,788 $2,044,800 Proposals for Lake County Forest Preserves BP10103251 Gilmer Road Bike(Multiuse)Path Underpass Lake $3,541,000 $2,654,000 Chicago Metropolitan Agency for Planning Page 2 of 19 CMAQ Proposals Grouped by Type Thursday,May 21,2009 and Sponsor-FY 2010 Project ID Description Council Project Federal Cost Request Proposals for: Lakewood BP11103291 Huntley Rd Bikepath Improvements(on-street bike lanes) McHenry $939,000 $751,200 Proposals for: Lincolnwood BP02103255 Lincolnwood Union Pacific(UP)Rail Line/Weber Spur North Shore $6,885,000 $5,508,000 Bike/Multiuse Trail BP02103256 Lincolnwood Commonwealth Edison(ComEd)Utility ROW 1 North Shore $1,020,000 $616,000 Skokie Valley Bike/Multiuse Trail Lincolnwood Totals: 2 projects $7,905,000 $6,324,000 Proposals for: Lockport BP12103294 Division St 1 Farrell Rd Bicycle and Pedestrian facllty Will $341,500 $265,200 Improvement Project(from Briggs St w to Farrell,then north to 7th st) Proposals for. McHenry County Conservation District BP11103286 Oak St to Veterans Acres Park Bikepath(multi-use) McHenry $1,409,000 $840,000 Proposals for Minooka BP12103234 Wapella St Bike Path From Wabena St to Rivers Edge Dr Will $225,150 $180,120 BP12103235 Lion's Park Bike Path Will $603,625 $483,060 Minooka Totals: 2 projects $828,975 $863,180 Proposals for Mount Prospect BP03103254 BikelPed Bridge across US 14(Northwest Highway)and Northwest $2,909,500 $2,327,600 Union Pacific RR tracks Proposals for. Mundelein BP10103253 Mudelein Bike(Multiuse)Trail System sidepath(Butterfield Lake $417,400 $333,900 Rd) Proposals for: Oak Park BPO4103258 Division Street(Oak Park)from Austin Sly to Harlem Ave North Central $48,000 $38,400 BPO4103259 Chicago Ave(Oak Park)bike lane from Austin Blv to Harlem North Central $82,400 $65,900 Ave/IL 43 BPO4103260 Augusta SL(Oak Park)bike lane from Austin Blv to Harlem North Central $54,000 $43,200 AvellL 43 Oak Parts Totals: 3 projects $184,400 $147,500 Proposals for Orland Park BP06103232 Commuter&Bicycle Bridge over LaGrange Rd1US45 at Southwest $1,446,000 $664,000 IL71Southwest Hwy Proposals for. Rolling Meadows 8P03103300 Quentin Rd Bike Path,Hartung Rd to Silentbrook Ln Northwest $730,000 $72,000 BP03103301 Euclid Ave Bike Path,from Rolhwing Rd to Sall Creek Ln Northwest $597,000 $72,000 BP03103302 Rolling Meadows-Euclid Ave Bike Path From Plum Grove Northwest $442,000 $32,000 Road to Hicks Road Roiling Meadows Totals: 3 projects $1,769,000 $176,000 Proposals for. Romeoville SP12103252 Bike(Multiuse)Path in ComEd ROW connecting Romeovilie Will $1,865,000 $1,492,000 and Plainfield Proposals far: Schaumburg BP03103248 Martingale Road Blkeway Northwest $1,567,000 $1,254,000 Proposals for Sleepy Hollow BPO9103257 Bike Path(multiuse sidepath)Parallel to Sleepy Hollow Rd, Kane $114,000 $91,200 south to Township Property Chicago Metropolitan Agency for Planning Page 3 of 19 CMAQ Proposals Grouped by Type Thursday,May 21,2009 and Sponsor-FY 2010 Project!D Description Council Project Federal Cost Request Proposals for: South Elgin BPO9103307 Collins St Bicycle and Pedestrian Bridge,From Wills to Stale Kane $1,791,000 $1,403,800 St. Proposals for Sugar Grove BPO9103284 Blackberry Creek Shared-Use Path Bridge Kane $485,000 $388,000 Proposals for: Wauconda BP10103233 Garland Rd from Gossell Rd to Old Rand Rd/Main St Lake $880,000 $300,000 Proposals for Wilmette BP02103298 Skokie Valley Trail form Old Orchard Rd to Lake Cook Rd North Shore $4,727,000 $321,000 Proposals for Woodridge BPO8103246 Woodridge Bicycle/Pedestrian Bridge over IL 53 DuPage $5,427,000 $1,340,000 Proposals for Yorkville BPO9103239 Kennedy Road sidepath from Bailey Rd to Rte 47A3ndge St Kane $1,101,660 $881,328 BPO9103240 US 34Nelerans Prk sidepath from Center Prk to Eldamaln Kane $970,975 $776,780 Rd BPO9103241 IL Rte 47/Bridge St sidepath from Rle 711 to Kennedy Rd Kane $909,120 $727,296 BPO9103242 Somonauk SllGame Farm Rd Sidepath from IL 47 to US 34 Kane $9,616,800 $134,560 Yorkville Totals: 4 projects $12,598,555 $2,519,964 Bicycle Facilities Totals: 47 projects) $114,605,268 $55,209,584 Chicago Metropolitan Agency for Planning Page 4 of 19 CMAl1 Proposals Grouped by Type Thursday,May 21,2009 and Sponsor-FY 2010 E c °' o ° ° ° a ° ° ( c o o_ c c o v o v m 0 g $ U. !O O a9 44 N O !R 00 N N M r N tO aD F) V U N! 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W N H M a _ v, E I C O O O i�p7 O O d O O 0 'p C O O O O O O C O C C C O C p G y� C N N N N N N N 'p N N N N N N O a O d SG G N N a N N N N j L 7 _ 7 7 7 5 CL 7 rG LL LL N N LL LL r N H LL N LL r (V H lL F- LL H LL d U- 4 LL r z z v z z s z T z W m c� o z a z O .s E F 0 w uZi ~ 0 w w O0 �°- w 00 w lZi! U H O � O w 0 IG ID m N U O O O CD 4 O O O O Z O O O O O O O O O O W Q W r W, f0 C7 0 m N 0 V) M L U b f0 < N N m L —O Y! V! M N H! W = 0j H � Q1 O 3 O o E cc S a 3 N O Qy C O N W m 4l N Q C/) H E � y E o t E n = J F W L y d N N y m rA c n m m E J v y '2 ;o d a m a O L m d d C _°, y w m E CL O CL m m N a 0 b 4 u 61 N m a Q Y m Y W IZ. (.n SC G ` m Z _ as E H Li a m ��+fn a •� VJ Q7 L O O y C y F E E a) c e m x 2 a 0o d U a O 0 m U) LL •c 0 c 0 .� rn c y C C C I4 D U Z, tm CL 0 0 U Z C y fog N O O cq C7 2 m U Y o. c o IL ea O O O N O Q1 O O O m O a° $ o O r v o a A m d) ° ''`o Memorandum EST. ,Z 1836 To: ITP Committee From: Laura Schraw, City Park Designer 0 L CC: Bart Olson, City Administrator Krysti Barksdale-Noble, Community Development Director <LE ��,�'` Joe Wywrot, City Engineer Date: January 27, 2011 Subject: ITEP Funding/KKCOM Funding Per the request of the ITP Task Force Committee, I have prepared this memo regarding funding for the trail based on the ITEP grant and the KKCOM request for funding. Engineering Enterprises, Inc.,prepared the engineer's estimate of probable cost for the ITEP grant. They have much of the roadway design for Kennedy Road completed, and are aware of the project costs. It is required however to include Phase I Engineering in the federal ITEP grant because they have to go back and prove that the previous design completed is acceptable. In addition, Phase I and Phase II engineering will be required for the railroad crossing and stretch from Route 47 to Christy Lane, which neither are included in the Kennedy Road project. Phase I and II Engineering could take 2-3 years, and would cost a total of$237,800. The City's share would be approximately $47,560. After engineering, any Right-of-way acquisition would need to be negotiated. Joe Wywrot is currently working with the Reck family acquiring ROW of one parcel. Another parcel needing additional ROW would include the Grande Reserve parcel west of Bristol Ridge Road. If the Kennedy Road project would move forward, the benefit to the property owner in not having to complete road improvements would aid in acquiring the additional ROW,perhaps at no cost. There is $28,000 estimated in the ITEP project, $14,000 of which is the City's share. There is a possibility that none of this will have to be spent. Construction is the most expensive part of this project. Currently the trail construction is estimated at$1,320,300, and construction engineering at $158,500. The City's total share is approximately $295,760. The Kane/Kendall Council of Mayors Surface Transportation Project application is for funding the roadway improvements,which includes the trail. The funding request was for approximately $2.5 million. Approximately 75% of the design is already complete. This project is from Christy Lane to Galena Road and does not include a pedestrian railroad crossing, so it is slightly different from the ITEP grant, but does overlap. The construction funds projected to be spent in FY 2015, which overlaps with the ITEP grant funding. These two projects will complement each other, however, so giving an exact cost breakdown would require analyzing project scopes, estimated costs, and verification that we will receive KKCOM funding. An outline of the costs of the ITEP grant are as follows: Fiscal Year Local Share Cash Flow FY 11/12 $21,140 $105,700 Phase I Engineering— 12-18 months FY 12/13 $26,420 $132,100 Phase II Engineering— 12-18 months FY 13/14 $14,000* $28,000 ROW Acquisition FY 14/15 $264,060** $1,320,300 Construction— 12—24 months FY 15/16 $31,700** $158,500 Construction Eng. (incl. w/const.) Total $357,320 $1,744,600 *Dependent upon acquisitions required. ** Dependent upon Bike Path Project grant funding and receipt of additional funding, this could be reduced by 50%to $147,880. This project would potentially cost the city anywhere from $209,400 to $357,320, depending on if another grant is received, and assuming that it is not part of the KKCOM project. The funding could be reduced by the KKCOM funding, however, that should be determined by the engineering company that would design both projects simultaneously. In addition, the KKCOM funding and the ITEP funding are both federal projects, therefore, we would have to verify if any money could be used to reduce the City's share.