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R-1674 - 11/14/2017 - ISTHA - Resolutions RESOLUTION 2017-ISTHA-IGA-R-1674 A RESOLUTION APPROVING AND AUTHORIZING THE EXECUTION OF AN INTERGOVERNMENTAL AGREEMENT BY AND BETWEEN THE VILLAGE OF OAK BROOK AND THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY IN RELATION TO THE YORK ROAD BRIDGE OVER 1-88 WHEREAS, the Village and the Illinois State Toll Highway Authority ("ISTHA') desire to execute an intergovernmental agreement regarding reconstruction of the York Road Bridge over 1-88 in the Village ("Bridge Reconstruction Agreement'; and WHEREAS, the Village is authorized to enter into the Bridge Reconstruction Agreement with ISTHA pursuant to the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq.; and WHEREAS, the President and Board of Trustees have determined that it is in the best interests of the Village to enter into the Bridge Reconstruction Agreement in substantially the form attached to, and by this reference incorporated into, this Resolution as Exhibit A. NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows: Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook. Section 2: Approval of the Bridge Reconstruction Agreement. The President and Board of Trustees hereby approve the Bridge Reconstruction Agreement by and between the Village and ISTHA in a form substantially the same as attached to this Resolution as Exhibit A and in final form acceptable to the Village Manager and the Village Attorney. Section 3: Authorization and Execution of the Bridge Reconstruction Agreement. The Village President and Village Clerk shall be, and hereby are, authorized to execute the final Bridge Reconstruction Agreement on behalf of the Village. Section 4: Effective Date. This Resolution shall be in full force and effect upon passage and approval in the manner provided by law. [SIGNATURE PAGE FOLLOWS] Resolution 2017-ISTHA-IGA-R-1674 IGA w/IL State Toll Highway Authority Bridge Reconstruction Agmnt. York Rd.over 1-88 Page 2 of 3 APPROVED THIS 14th day of November, 2017 Gopal G. Lalmalani Village President PASSED THIS 14th day of November, 2017 Ayes: Trustees Mar, Cuevas, Manzo, Saiyed, Tiesenga, Yusuf Nays: None Absent: None ATTEST: Charlotte K. Pruss L 9 5 Village Clerk cauUT`l�� Resolution 2017-ISTHA-IGA-R-1674 IGA w/IL State Toll Highway Authority Bridge Reconstruction Agmnt. York Rd.over 1-88 Page 3 of 3 EXHIBIT A Bridge Reconstruction Aureement i I INTERGOVERNMENTAL AGREEMENT BETWEEN THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY I AND I THE VILLAGE OF OAKBROOK !i This INTERGOVERNMENTAL AGREEMENT hereinafter referred to as the "AGREEMENT") is entered into this 1191N day of �, 2017, by and between THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY, an instrumentality and administrative agency of the State of Illinois, hereinafter called the "ILLINOIS TOLLWAY", and THE VILLAGE OF OAK BROOK, a municipal corporation of the State of Illinois, hereinafter called the "VILLAGE", individually referred to as "PARTY", and collectively referred to as"PARTIES". WITNESSETH: WHEREAS, the ILLINOIS TOLLWAY in order to facilitate the free flow of traffic and ensure safety to the motoring public, intends to improve the Ronald Reagan Memorial ILLINOIS TOLLWAY (I-88) (hereinafter sometimes referred to as "Toll Highway") from York Road to west of I-290, and included in ILLINOIS TOLLWAY construction contract(s) including but not limited to Design Contract RR-13-4116 (hereinafter referred to as the "PROJECT") by making the following improvements (as shown on the approved plans): Full reconstruction of the I-88 pavement; improvements to exit and entrance ramp tapers at the I-294/I-88 Ramps E and F and reconstruction of these ramps; addition of a West bound auxiliary lane; replacement of the raised and depressed medians along 1-88 east of Roosevelt Road to I-290; rehabilitation and widening of the I-88 bridges over Roosevelt Road, Bridge Numbers 215 and 216; replacement of the York Road bridge over I-88, Bridge Number 281; replacement of the existing drainage system; addition of roadway lighting; signage and pavement marking improvements; addition of ITS elements; addition of noise barriers; and WHEREAS,the VILLAGE requests that the ILLINOIS TOLLWAY include in its PROJECT the reconstruction of the deck on the York Road bridge over I-88, Bridge Number 281, and that the bridge be widened from the current 64'-4" to 67'-2" , depicted in"EXHIBIT A" attached hereto; and WHEREAS, the ILLINOIS TOLLWAY agrees to the VILLAGE's request to reconstruct and widen Bridge Number 281 from the current 64'-4" to 67'-2" upon reimbursement from the VILLAGE; and WHEREAS, the PARTIES by this instrument, desire to determine and establish their respective responsibilities toward engineering, right of way acquisition, utility relocation, construction, funding and maintenance of the PROJECT as proposed; and I 1 WHEREAS, the ILLINOIS TOLLWAY by virtue of its powers as set forth in the "Toll Highway Act," 605 ILCS 10/1 et seq. is authorized to enter into this AGREEMENT; and WHEREAS, the VILLAGE by virtue of its powers as set forth in the "Illinois Municipal Code," 65 ILCS 5/1-1-1 et seq. is authorized to enter into this AGREEMENT; and WHEREAS, a cooperative Intergovernmental Agreement is appropriate and such an Agreement is authorized by Article VII, Section 10 of the Illinois Constitution and the "Intergovernmental Cooperation Act", 5 ILCS 220/1 et seq. NOW, THEREFORE, in consideration of the aforementioned recitals and the mutual covenants contained herein, the PARTIES hereto agree as follows: I. ENGINEERING i A. The ILLINOIS TOLLWAY agrees to perform preliminary and final design engineering, obtain necessary surveys, and prepare the final plans and specifications for the PROJECT, subject to reimbursement by the VILLAGE as hereinafter stipulated. The limits of ILLINOIS TOLLWAY work will terminate at a point where the proposed York Road profile matches existing grade and the widened roadway section tapers to meet the existing conditions. During the design and preparation of the plans and specifications, the ILLINOIS TOLLWAY shall submit the plans and specifications to the VILLAGE for its review and comment at the following stages of plan preparation: 40%Complete 95%Complete (pre-final) Final B. The VILLAGE shall review the plans and specifications which impact its maintained highways within fifteen (15) calendar days of receipt thereof. If the ILLINOIS TOLLWAY does not receive comments or objections from the VILLAGE within this time period, the lack of response shall be deemed approval of the plans and specifications. Approval by the VILLAGE shall mean the VILLAGE agrees with all specifications in the plans, including alignment and location of the PROJECT improvements which impact the VILLAGE's maintained highways. In the event of disapproval, the VILLAGE will detail in writing its objections to the proposed plans and specifications for review and consideration by the ILLINOIS TOLLWAY. 2 i i I I C. Any dispute concerning the plans and specifications shall be resolved in accordance with Section IX of this AGREEMENT. D. The ILLINOIS TOLLWAY agrees to assume the overall PROJECT responsibility, including assuring that all permits and approvals (U.S. Army Corps of Engineers, Illinois Department of Natural Resources, Metropolitan Water Reclamation District of Greater Chicago, Kane-Du Page Soil and Water Conservation District, Du Page County, including but not limited to Department of Environmental Concerns and Division of Highways, Illinois Environmental Protection Agency, etc.) and joint participation and/or force account agreements (County, Township, Municipal, Railroad, Utility, etc.), as may be required by the PROJECT, are secured by the PARTIES hereto in support of general project schedules and deadlines. All PARTIES hereto agree to cooperate, insofar as their individual jurisdictional authorities allow, with the timely acquisition and clearance of said permits and agreements and in complying with all applicable Federal, State, and local regulations and requirements pertaining to work proposed for the PROJECT. E. The VILLAGE shall grant and consent to any and all permits, rights of access (ingress and egress), temporary use of its property and right of way to the ILLINOIS TOLLWAY, without charge to the ILLINOIS TOLLWAY. Any permit for right of access, temporary use shall not be unreasonably withheld by the VILLAGE. II.RIGHT OF WAY A. The transfer of property interests is not required between the PARTIES for this PROJECT, nor is the transfer of any interest in land deemed necessary for the future maintenance and operation of their respective facilities. Therefore, it is understood by the PARTIES hereto that there will be no exchange of any property interests pursuant to this AGREEMENT. III. UTILITY RELOCATION A. The ILLINOIS TOLLWAY agrees to provide the VILLAGE, as soon as they are identified, the locations (existing and proposed) of public and/or private utility facilities within existing VILLAGE rights of way which require adjustment as part of the PROJECT. As part of its PROJECT engineering responsibilities, the ILLINOIS TOLLWAY shall identify adjustments to the aforementioned existing utilities. B. The ILLINOIS TOLLWAY agrees to make all reasonable efforts to minimize the number of utility adjustments in the design of improvements. C. The VILLAGE agrees to make arrangements for and issue all permits for the PROJECT and cooperate with necessary adjustments to existing utilities located 3 within existing VILLAGE rights of way, and on proposed VILLAGE rights of way where improvements to VILLAGE highways are proposed by the VILLAGE to be done in conjunction with the PROJECT, at no expense to the ILLINOIS TOLLWAY. D. The ILLINOIS TOLLWAY agrees to make arrangements for and issue all permits for the PROJECT required adjustments to utility facilities located on existing ILLINOIS TOLLWAY rights of way, and on proposed ILLINOIS TOLLWAY rights of way which are outside areas of VILLAGE jurisdiction, where improvements to ILLINOIS TOLLWAY facilities are proposed to be done as part of the PROJECT, at no expense to the VILLAGE. E. At all locations where utilities are located on VILLAGE rights of way and must be adjusted due to work proposed by the ILLINOIS TOLLWAY, the VILLAGE agrees to cooperate with the ILLINOIS TOLLWAY in making arrangements with the applicable utility and issue all permits for the requisite adjustment(s) at no cost to the ILLINOIS TOLLWAY. The ILLINOIS TOLLWAY agrees to reimburse and/or credit the VILLAGE for any and all out of pocket costs the VILLAGE may incur in causing the aforementioned utility or utilities to be adjusted. F. At all locations where utilities are located on ILLINOIS TOLLWAY rights of way and must be adjusted due to work proposed by the VILLAGE,the ILLINOIS TOLLWAY agrees to make arrangements with the applicable utility and issue all permits for the requisite adjustment(s). At all locations where the VILLAGE's utilities are located on ILLINOIS TOLLWAY rights of way and must be adjusted due to work proposed by the VILLAGE or due to work proposed by the ILLINOIS TOLLWAY, the VILLAGE agrees to obtain from the ILLINOIS TOLLWAY an approved permit for the facility, and to abide by all conditions set forth therein. The VILLAGE agrees to reimburse the ILLINOIS TOLLWAY for any and all out of pocket costs the ILLINOIS TOLLWAY may incur in causing the aforementioned utility or utilities to be adjusted. G. In the event that the work proposed by the VILLAGE results in a conflict with the ILLINOIS TOLLWAY's fiber optic cable system, the VILLAGE shall reimburse the ILLINOIS TOLLWAY for the cost to locate, mark, design, protect, adjust and/or relocate the system. H. At all locations where the ILLINOIS TOLLWAY's infrastructure (remote traffic microwave sensors, message signs, weather stations, weigh-in-motion sites, signs, roadway lighting controllers, electrical services and data connections) that are currently in place within the PROJECT limits and must be adjusted due to work proposed by the VILLAGE, the VILLAGE agrees to reimburse the ILLINOIS TOLLWAY for any and all out of pocket costs the ILLINOIS TOLLWAY may incur in causing the aforementioned infrastructure to be adjusted. 4 IV. CONSTRUCTION A. The ILLINOIS TOLLWAY shall advertise and receive bids, obtain VILLAGE concurrence as to the amount of bids (for work to be funded wholly or partially by the VILLAGE before award), award the contract(s), provide construction engineering inspections and cause the PROJECT to be constructed in accordance with the PROJECT plans and specifications, subject to reimbursement by the VILLAGE as hereinafter stipulated. B. After award of the construction contract(s), any proposed deviations from the plans and specifications that affect the VILLAGE shall be submitted to the VILLAGE for approval prior to commencing such work. The VILLAGE shall review the proposed deviations and indicate its approval or disapproval thereof in writing. If the proposed deviation to the plans and specifications are not acceptable, the VILLAGE shall detail in writing its specific objections. If the ILLINOIS TOLLWAY receives no written response from the VILLAGE within fifteen (15) calendar days after delivery to the VILLAGE of the proposed deviation,the proposed deviation shall be deemed approved by the VILLAGE. C. After award of the construction contract(s), assuming there are no proposed deviations from the plans and specifications that affect the VILLAGE, the ILLINOIS TOLLWAY shall provide no less than five (5) calendar days written notice to the VILLAGE prior to commencement of work on the PROJECT. D. The VILLAGE and its authorized agents shall have all reasonable rights of inspection (including pre-final and final inspection) during the progress of work included in the PROJECT that affects the VILLAGE's system. The VILLAGE shall assign personnel to perform inspections on behalf of the VILLAGE of all work included in the PROJECT that affects the VILLAGE's system, and will deliver written notices to the Chief Engineering Officer of the ILLINOIS TOLLWAY advising the ILLINOIS TOLLWAY as to the identity of the individual(s)assigned to perform said inspections. E. Notices required to be delivered by either PARTY pursuant to this AGREEMENT shall be delivered as indicated in Section IX of this AGREEMENT. F. The ILLINOIS TOLLWAY shall give notice to the VILLAGE upon completion of 70% and 100% of all PROJECT construction contracts to be subsequently maintained by the VILLAGE, and the VILLAGE shall make an inspection thereof not later than seven (7) calendar days after notice thereof. If the VILLAGE does not perform a final inspection within seven (7) calendar days after receiving notice of completion of 100% of all PROJECT construction contracts or other inspection arrangements are not agreed to by the PARTIES hereto, the PROJECT shall be deemed accepted by the VILLAGE. At the request of the VILLAGE, the ILLINOIS TOLLWAY's representative shall join in on such inspection. In the event said inspections disclose work that does not conform to the approved final 5 plans and specifications, the VILLAGE's representative shall give immediate verbal notice to the ILLINOIS TOLLWAY's representative of any deficiency, and shall thereafter deliver within five (5) calendar days a written list identifying such deficiencies to the Chief Engineering Officer of the ILLINOIS TOLLWAY. Deficiencies thus identified shall be subject to joint re-inspection upon completion of the corrective work. The VILLAGE shall perform such joint re-inspections within seven (7) calendar days after receiving notice from the ILLINOIS TOLLWAY that the deficiencies have been remedied. G. The ILLINOIS TOLLWAY shall have the right, in its sole judgment and discretion, to cancel or alter any or all portions of the work due to circumstances either known or unknown at the time of bidding or arising after the Contract(s) was entered into, in accordance with the Canceled Items Provision 109.06 included in the most current version of the ILLINOIS TOLLWAY Supplemental Specifications to the Illinois Department of Transportation Standard Specifications for Road and Bridge Construction. V. FINANCIAL A. Except as otherwise identified herein,the ILLINOIS TOLLWAY agrees to pay all PROJECT related engineering, right of way, construction engineering and construction costs subject to reimbursement by the VILLAGE as hereinafter j stipulated. I B. It is mutually agreed by the PARTIES hereto that preliminary and design engineering costs shall be computed as 5% of the actual construction costs. It is further agreed that construction engineering shall be computed as 10% of actual construction costs and mobilization shall be 6% of actual final construction costs (Exhibit B). C. It is mutually agreed by the PARTIES hereto that the estimated cost to the VILLAGE is $1,800,284 for construction costs, $90,014 (5% of construction costs) for preliminary and design engineering, $180,028 (10% of construction costs) for construction engineering and $108,017 (6% of construction costs) for mobilization, for a total estimated cost of$2,178,343. D. It is further agreed that notwithstanding the estimated cost,the VILLAGE shall be responsible for the actual costs associated with the requested work described in the Recital section of this AGREEMENT. E. The VILLAGE and the ILLINOIS TOLLWAY agree to the following payment terms: 35% due at Notice to Proceed, 35% due at the completion of construction, and 30%due one(1)year after the construction is completed. F. Any of the PARTIES may request, after the construction contract(s) are let by the ILLINOIS TOLLWAY, that supplemental work that increases the total costs of 6 the PROJECT or more costly substitute work be added to the construction contract(s). The ILLINOIS TOLLWAY will cause said supplemental work or such substitute work to be added to the construction contract(s),provided that said work will not delay construction of the PROJECT. The PARTY requesting or causing said supplemental work or more costly substitute work shall pay for the cost increases of said work in full. VI. MAINTENANCE-DEFINITIONS A. The term "local" means any PARTY to this AGREEMENT other than the ILLINOIS TOLLWAY. With respect to this AGREEMENT, it means the VILLAGE. B. The term "local road" refers to any highway, road or street under the jurisdiction of the VILLAGE. C. As used herein, the terms "maintenance" or "maintain" mean keeping the facility being maintained in good and sufficient repair and appearance. Such maintenance includes the full responsibility for the construction, removal, replacement of the maintained facility when needed, and unless specifically excluded in Section VII, MAINTENANCE -RESPONSIBILITIES, other activities as more specifically set forth in the following subparts of this Section VI. Maintenance includes but is not limited to: 1. "Routine maintenance" refers to the day to day pavement maintenance, pothole repair, anti-icing and de-icing, snow removal, sweeping, pavement marking, mowing, litter and debris removal, and grate and scupper cleaning and repair, including compliance with state laws and local ordinances. 2. "Structural maintenance" refers to the integrity of the grade separation structure, including abutments, bridge deck beams, bridge deck (except wearing surface), expansion joints, parapet walls and drainage structures. 3. "Signal maintenance" refers to all aspects of installation, repair, replacement, timing, and operation of traffic signals, including signal loops, signal supports or bases, interconnects to Ramp Queue Detection Warning Systems and power, but shall not include permanently installed variable message signs or temporary signals or signs relating to construction or repair projects. 4. "Lighting maintenance" refers to all aspects of installation,repair,replacement and operation of roadway lighting including power, but shall not include temporary lighting relating to construction or repair projects. 5. "Emergency maintenance" refers to any maintenance activity which must be performed immediately in order to avoid or to repair a condition on the roadway or right of way which causes or threatens imminent danger or 7 destruction to roadway facilities or rights of way of the PARTIES hereto, to the motoring public, to public health, safety or welfare, including but not limited to accident restoration, chemical or biological removal or remediation, or response to acts of God or terrorism. D. The term "drainage facilities" refers to both open and enclosed systems. The term "drainage structures" refers to enclosed systems only, and includes those elements of the drainage facility affixed to the bridge superstructures downstream from the scupper. E. The terms "notify", "give notice" and "notification" refer to written, verbal or digital communication from one PARTY to another concerning a matter covered by this AGREEMENT, for which the PARTY transmitting the communication produces and retains a record which substantiates the content, date, time, manner of communication, identification of sender and recipient, and manner in which the recipient may respond to the sender, as to the communication. F. The terms "be responsible for" or "responsibility" refer to the obligation to ensure performance of a duty or provision of a service under this AGREEMENT, provided, that a PARTY may arrange for actual performance of the duty or provision of the service by another competent entity if the other PARTY to this AGREEMENT is notified of such arrangement, but in no case shall the entity with the duty be relieved of ultimate responsibility for performance of the duty or provision of the service. G. The terms "consultation" or "consult with" refer to the duty of a PARTY to give notice to the other PARTY of a proposed action, with reasonable time for that PARTY to respond, but the PARTY with the duty to consult may proceed with the proposed action if the other PARTY does not respond within the time frame set forth in the notice provided, or in the case of the ILLINOIS TOLLWAY, it may proceed with the proposed action if deemed necessary by the Chief Engineering Officer. H. The term "approve" refers to the duty of a PARTY not only to consult with the other PARTY but also to provide consent for the proposed action and to retain a record which documents such consent. I. The term "grade separation structure" refers to all structural elements between the abutments and below the wearing surface of a bridge carrying one roadway over another,unless otherwise specified. J. These are three types of bridge structures that intersect the ILLINOIS TOLLWAY rights of way: Type 1. An intersection where a grade separation structure has been constructed to carry the toll highway over the local road. 8 Type 2. An intersection where a grade separation structure has been constructed to cavy the local road over the toll highway. Type 3. An intersection where a partial or complete ramp interchange system, as well as a grade separation structure, has been constructed between the local road and the toll highway. VII.MAINTENANCE - RESPONSIBILITIES A. The ILLINOIS TOLLWAY agrees to maintain 1-88 in its entirety. B. The VILLAGE agrees to maintain, or cause to maintain, the roadway lighting, traffic signals, combination lighting,pedestrian signals along York Road. C. The VILLAGE agrees to maintain, or cause to maintain, York Road, including all facilities, sidewalks, bike paths, and any and all fences, walls or appurtenances built to separate vehicular traffic from pedestrian traffic, lighting, roads, or any work the ILLINOIS TOLLWAY is including in the PROJECT for the VILLAGE at their request, in its entirety. D. The bridge improvements being constructed under this AGREEMENT are of the following types as described in Section VI, Paragraph J, above and involve the following roadway(s): Type of Bridge Structure Affected Roadway Type 2 York Road Type 2—VILLAGE Roadway over ILLINOIS TOLLWAY Right of Way E. The VILLAGE has all maintenance responsibility as to the following: 1. All VILLAGE right of way and VILLAGE highway roadway approaches to the grade separation structure, including but not limited to pavement, curb and gutter, shoulders, sidewalks, guardrail, approach slabs, and approach embankments outside access control fences. 2. The following portions of the grade elevation structure: a. The wearing surface; b. The deck, below the wearing surface and above the structural beams including expansion joints, parapet walls, railings, etc.; c. Drainage facilities above structural beams and girders; 9 d. All lighting except underpass; e. All VILLAGE signals and signs; f. To the extent not addressed in other intergovernmental agreements to which the VILLAGE is a PARTY, any facilities designed for traffic other than motor vehicles, such as bicycle or pedestrian paths or lanes; g. All drainage facilities carrying exclusively VILLAGE drainage. F. The ILLINOIS TOLLWAY has all maintenance responsibility for all portions thereof not maintained by the VILLAGE as set forth herein, including but not limited to the following: 1. All parts of the grade separation structure, including but not limited to bearings, beams, girders, slope walls, abutments and piers; 2. All fences along ILLINOIS TOLLWAY routes, except overpass fencing installed to separate pedestrians, bicycles and non-vehicular traffic from highway traffic; 3. All bridge deck downspouts, from a clean-out installed directly below the scuppers to the outfall; 4. All remaining drainage facilities installed for the purpose of carrying exclusively Toll Highway drainage; 5. All underpass lighting. G. The ILLINOIS TOLLWAY has all maintenance responsibility for the following: 1. All ramp facilities on Toll Highway right of way or inside fences installed to protect the Toll Highway, and all pavement, shoulders, curb and gutter, pavement marking and delineators of both entrance and exit ramps onto and from the Toll Highway as follows: a. At diamond interchanges, or where ramps are signalized, the ILLINOIS TOLLWAY shall maintain ramps which intersect at approximately ninety (90)degrees to the VILLAGE highway, as well as right turn exit ramps for which no acceleration merge lane has been developed, to the point of connections with the VILLAGE's through traffic lanes; b. At all ramps onto and from the Toll Highway for which acceleration- deceleration merge lanes, collector-distributor roads or through lanes have been developed at the connection with VILLAGE highway roadway, or 10 which otherwise do not conform to the description in the paragraph above, the ILLINOIS TOLLWAY shall maintain ramps to a point of connection defined by a line drawn at a forty five (45) degree angle to the edge of pavement of the outside VILLAGE highway roadway through traffic lane (or collector-distributor lane) passing through the nose (gore) of the ramp to its intersection with the outside edge of said ramp. When no acceleration-deceleration lane is incorporated in the interchange, the ILLINOIS TOLLWAY shall be responsible for the point of contiguity with the VILLAGE's pavement; c. At interstate to interstate interchanges, ramps, including traffic surveillance equipment, from one agency to another shall be maintained by the agency from which traffic is exiting to the point of connection of the exit ramp to the receiving agency mainline pavement. Notwithstanding, the ILLINOIS TOLLWAY shall maintain all ramp bridge structures; d. All grassed area and embankments, traffic signs, guardrail, drainage facilities and other structures not to be maintained by the VILLAGE as set forth above; e. All lighting installed on ILLINOIS TOLLWAY right of way or inside fences installed to protect the Toll Highway, for the purpose of illuminating the Toll Highway and ramps to and from the Toll Highway, except as otherwise specified elsewhere in this AGREEMENT; f. Sound walls installed by the ILLINOIS TOLLWAY on ILLINOIS TOLLWAY right of way or for the benefit of the ILLINOIS TOLLWAY and its patrons. H. The PARTIES agree that the ILLINOIS TOLLWAY reserves the exclusive right to review and approve the following: a. Any and all signage affixed to the grade separation structure or placed on ILLINOIS TOLLWAY right of way; b. The permitting of any and all loads traversing a grade separation structure over the ILLINOIS TOLLWAY issued in accordance with 92 Illinois Administrative Code 554, Subchapter f, Subpart F, Section 554.605 (Super load Moves); 1. The ILLINOIS TOLLWAY will perform the periodic inspections required by the guidelines developed and agreed to by the ILLINOIS TOLLWAY and the Illinois Department of Transportation in 1996 and consistent with the National Bridge Inspection Standards (NBIS) to determine the current condition ratings for all jointly maintained bridges. The inspections performed by the ILLINOIS 11 TOLLWAY will provide condition ratings for the entire jointly maintained structure. The ILLINOIS TOLLWAY and the VILLAGE will perform the inspections necessary to collect in depth information for determining maintenance and repair needs for the portions of the structure for which they have maintenance responsibility. A copy of the ILLINOIS TOLLWAY's final inspection reports shall be delivered to the VILLAGE. J. In the event the VILLAGE must perform maintenance of the superstructure, as required, the ILLINOIS TOLLWAY, after proper notice by the VILLAGE, shall assist in the coordination of any required lane closures on I-88 to perform such maintenance work. K. The PARTIES agree that each PARTY has the duty to perform such regular inspections, surveys and reviews as are reasonably necessary to fulfill their respective obligations under this AGREEMENT. L. Signalization and pavement markings at the interchange, if any, will be under the control of the VILLAGE. The PARTIES shall cooperate regarding signal timing and intersection operation such that traffic exiting the Toll Highway is not unnecessarily delayed or allowed to back up to the extent that it would impact Toll Highway mainline traffic. The VILLAGE consents when required to the future interconnection of a Ramp Queue Detection/Warning System installed on Toll Highway exit ramps to both the temporary and permanent traffic signal system and will program the traffic signal option to give exit ramps priority to preclude exiting traffic from unnecessarily backing up onto ILLINOIS TOLLWAY mainline pavement. VIII.ADDITIONAL MAINTENANCE PROVISIONS A. It is understood and agreed by the PARTIES hereto that this AGREEMENT shall supersede any and all earlier Agreements entered into by the PARTIES hereto regarding maintenance of VILLAGE highways and Toll Highway facilities within the limits of this PROJECT. B. During construction, the VILLAGE shall continue to maintain all portions of the PROJECT within the VILLAGE's right of way that are not to be improved or maintained by the construction contractor(s) pursuant to the approved plans and specifications, and the ILLINOIS TOLLWAY shall continue to maintain all portions of the Toll Highway that are not required to be maintained by the construction contractor(s). C. All items of construction which are stipulated in this AGREEMENT to be maintained by the VILLAGE shall, upon completion of construction and final inspection, be the sole maintenance responsibility of the VILLAGE, and all items of construction which are stipulated in this AGREEMENT to be maintained by 12 the ILLINOIS TOLLWAY shall, upon completion of construction, be the sole maintenance responsibility of the ILLINOIS TOLLWAY. D. The PARTIES agree to remove all snow and ice from the roadways under their respective jurisdiction, and such removal shall be accomplished in such a manner as not to block or obstruct any roadway of the other PARTY. E. Nothing herein is intended to prevent or preclude any PARTY from entering into reciprocal agreements in the future for any particular interchange for the efficient removal of snow, ice, and debris or for incident management. IX. GENERAL PROVISIONS A. It is understood and agreed that this is an AGREEMENT between the VILLAGE and the Illinois State Toll Highway Authority. B. It is understood and agreed by the PARTIES hereto, that the ILLINOIS TOLLWAY shall have jurisdiction of I-88. The VILLAGE shall retain jurisdiction of York Road traversed or affected by I-88 except as otherwise expressly provided for in this AGREEMENT. For the purpose of this AGREEMENT,jurisdiction shall mean the authority and obligation to administer, control, construct,maintain, and operate. C. It is understood and agreed that this AGREEMENT constitutes the complete and exclusive statement of the agreement of the PARTIES relative to the subject matter hereof and supersedes all previous oral and written proposals, negotiations, representations or understandings concerning such subject matter. D. Wherever in this AGREEMENT approval or review by either the VILLAGE or the ILLINOIS TOLLWAY is provided for, said approval or review shall not be unreasonably delayed or withheld. E. Not later than fourteen (14) calendar days after execution of this AGREEMENT each PARTY shall designate in writing a representative who shall serve as the full time representative of the said PARTY during the carrying out of the execution of this AGREEMENT. Each representative shall have authority, on behalf of such PARTY, to make decisions relating to the work covered by this AGREEMENT. Representatives may be changed, from time to time, by subsequent written notice. Each representative shall be readily available to the other PARTY. F. In the event of a dispute between VILLAGE and the ILLINOIS TOLLWAY in the carrying out of the terms of this AGREEMENT, the Chief Engineering Officer of the ILLINOIS TOLLWAY and the VILLAGE's Engineer shall meet and resolve the issue. In the event that they cannot mutually agree on the resolution of a dispute concerning the plans and specifications for the PROJECT or in the carrying out of the terms of this AGREEMENT in reference to the 13 i i i PROJECT, the decision of the Chief Engineering Officer of the ILLINOIS TOLLWAY shall be final. i G. In the event of a dispute between the VILLAGE and the ILLINOIS TOLLWAY in the carrying out of the terms of this AGREEMENT in reference to the VILLAGE's requested work, or a dispute concerning the plans and specifications for the VILLAGE's requested work, the Chief Engineering Officer of the j ILLINOIS TOLLWAY and the VILLAGE's Engineer shall meet and resolve the issue. In the event that they cannot mutually agree on the resolution of the dispute concerning the VILLAGE's requested work, the decision of the VILLAGE's Engineer shall be final as long as that decision does not delay delivery of the PROJECT or be detrimental to the maintenance and operation of the Toll Highway. H. In the event there is a conflict between the terms contained in this document and the attached Exhibit(s),the terms included in this document shall control. 1. This AGREEMENT may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which shall be deemed one and the same instrument. J. This AGREEMENT may only be modified by written modification executed by duly authorized representatives of the PARTIES hereto. K. This AGREEMENT and the covenants contained herein shall become null and void in the event the contract covering the construction work contemplated herein is not awarded within three (3) years subsequent to the date of execution of this AGREEMENT. L. This AGREEMENT shall be binding upon and inure to the benefit of the PARTIES hereto and their respective successors and approved assigns. M. The failure by the ILLINOIS TOLLWAY or the VILLAGE to seek redress for violation of or to insist upon the strict performance of any condition or covenant of this AGREEMENT shall not constitute a waiver of any such breach or subsequent breach of such covenants, terms, conditions, rights and remedies. No provision of this AGREEMENT shall be deemed waived by the ILLINOIS TOLLWAY or the VILLAGE unless such provision is waived in writing. N. It is agreed that the laws of the State of Illinois shall apply to this AGREEMENT and that, in the event of litigation,venue shall lie in Du Page County, Illinois. O. The VILLAGE shall maintain books and records relating to the performance of this AGREEMENT necessary to support amounts charged to the ILLINOIS TOLLWAY. Books and records, including information stored in databases or other computer systems, shall be maintained by the VILLAGE for a period of 14 three (3) years from the later of the date of final payment under this AGREEMENT or completion of the work performed under this AGREEMENT. Books and records required to be maintained under this section shall be available for review or audit by representatives of the Auditor General, the Executive Inspector General, the Illinois Tollway Inspector General, State of Illinois internal auditors or other governmental entities with monitoring authority, upon reasonable notice and during normal business hours. P. All written reports, notices and other communications related to this AGREEMENT shall be in writing and shall be personally delivered, mailed via certified mail, overnight mail delivery, or electronic mail delivery to the following persons at the following addresses: To the ILLINOIS TOLLWAY: The Illinois Toll Highway Authority 2700 Ogden Avenue Downers Grove, Illinois 60515 Attn: Chief Engineering Officer To the VILLAGE: The Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523 Attn: Village Engineer Q. The introductory recitals included at the beginning of this AGREEMENT are agreed to and incorporated into this AGREEMENT. (This space intentionally left blank) 15 IN WITNESS THEREOF, the PARTIES have executed this AGREEMENT on the dates indicated. THE VILLAGE OF OAK BROOK By: Attest: --- W"4v'44 Gopal Lalmalani, President Date: November 28, 2017 Charlotte K. Pruss (Please Print Name) THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY By: biltwlDate: 7/ GrA M. da , Executive Dire for Approved as to Form and Constitutionality Tiffany B. chafer, Senior Assistant Attorney General State of Illinois IGA_Village of Oakbrook—York Rd to West of I-290.se£7.8.16.jm.09.21.17 16 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LEGEND: O9 =W__ ng1885u AGGREGATE SUBGRADE IMPROVEMENT 12"1703001121 CURVE t 9$,F, Oj PORTLAND CEMENT CONCRETE PAVEMENT 12"(JOINTED)(J1420010) 10 PERFORMANCE ERFORMACRETEN E BASED OR NO152 1ABATEMEN OR JT599P021AST PI PI 516'S4�I6'+2L 5\\ r ' /.el O2 SUBGRAGE AGGREGATE 12 IN.(THICKNESS VARIES UNDER SHOULDERS)(JT211AID D•2.46'53" REAG MEMORIAL 1 11 CUTTER,TYPE C-3(JI6060201 y d' O WARM-MIX ASPHALT SHOULDERS 19 IN.)IJ14B21121 R•2.O60A0' \ 4. O CONCRETE BARRIER,DOUBLE FACE.42 INCH HEIGHT(J16370031 OC 2 CUSTOM JOINTED PRECAST CONCRETE PAVEMENT SLABS(JT4851061 T•306.11' 4 CONCRETE BARRIER BASE,7'IJ1637052) 13 PERFORMANCE RELATED PORTLAND CEMENT CONCRETE PAVEMENT, L 607.78' :;:— p T41Mir& O TOPSOIL EXCAVATION AND PLACEMENT 4JI2111101 JOINTED-12"(JT4201801 E 22.62' pll 14 AGGREGATE SHOULDER SPECIAL,TYPE C(J14810TO) e E% 6 AGGREGATE SHOULDERS WITH FILTER FABRIC.TYPE B 4"(JI481130) TR. E% v, CONCRETE BARRIER,SINGLE FACE,REINFORCED,42 INCH(JI637030) 5 E RUN=E% Kff O GALVANIZED STEEL PLATE BEAM GUARDRAIL,TYPE A,6 F630 POST((1630002), IS CONCRETE BARRIER BASE FOR SINGLE FACE BARRIER, P.C.S7A. 7396+21:1.4 MAP z STEEL PLATE BEAM GUARDRAIL.TYPE A.6 FOOT POSTS 1630000017(YORK/R005.1 REINFORCED.42 INCH(SPECIAL)IJ16370361 P.T.STA.' 7342 25,21- .. a O STABILIZED SUBBASE.WMA.7"1(17120221 I6 WARM-MIX ASPHALT SHOULDERS(6 IN.)1(14821041 ' : �-- 0 SEE NEXT SHEET FOR TERMINAL S QV YORK ROAD BRIDGE EXISTING MIN.VERT.CL,15.25' Qy �p STP.NO.281 // PROPOSED MIN.VERT.CL:15.42' < TRAIL RIDGE `• LIMITS OF CONSTRUCTION( 5 R N.280 8 11\ EXISTING MIN.VERT?CL'017,25' 1I •NF Y o 2 3 1 1 6 i M_... o /;'.. .. _. _ _.. '^•.. .MIN:WIDTH - o -- MATCH M. -- ` O Q RE AGAN MEMORIAL - i Yl -, UT TOLLWAY 11-BB) WB I-88 REAGAN MEMORIAL TOLLWAY �0`r n 1734P+�._. ... ....... a. I / T., .. 7'36' T4T" ~ �WLj CURVE I885� ... ... ...... ...... .... .p\. ,.:. CONCRETE GUTTER -WEB I-88 REAGAN MEMORIAL TOLLWAY Tz (SPECIAL)((1606050) it wTE U _ r _.. ..... ^ WARP SB YORK ROAD FROM k CROSS SLOPE(22+131 ttO' _ 2.5%121+88).THEN BACK TO 2%AT 2!!+F67 FOR DRAIpgtE - GALVANIZED STEEL PLATE BEAM GUARDRAIL •. .. TYPE, POST 1 3G000D31 - .. E A 9 FOOT S 6 .. AGGREGATE SHOULDERS.TYPE B 6"(481015001 - T� .y .. ..... .... .... RECONSTRUCTION LIMIT 9• STA 21+60:00 MATCH T6 T2 ROW � . ETE PAVEMENT It"(JOINTED)BW2000520\:J f/' E%ROW tll6) •�, INCLUDES 2'SHOULDER y AGGREGATE SHOUDERS. 1 / TYPE B 6' (481'01500) .LIMITS OF CONSTRUCTION v 6 TERMINAL LEGEND-UTILIZE I00T PAY ITEMS FOR YORK/ROOSEVELT ONLY 9�A ` TI TRAFFIC BARRIER TERMINAL,TYPE TI(SPECIAL)TANGENT(1631110),1631001671 ,P l v 'Ij T2 TRAFFIC BARRIER TERMINAL,TYPE 72 W1631120),TRAFFIC BARRIER TERMINAL,TYPE 2 1631000451 TRAFFIC BARRIER TERMINAL,TYPE 5 1671000701 Q YORK ROAD TRAFFIC BARRIER TERMINAL.TYPE 76 1J16311301,TRAFFIC BARRIER TERMINAL,TYPE 6(63100085) NOTE 1, 50 0 50 IN `\ CONCRETE MEDIAN BARRIER 6B TRAFFIC BARRIER TERMINAL.TYPE T60(J1631135),TRAFFIC BARRIER TERMINAL,TYPE 6B(63100089) TRANSITION.TYPE V-F(JT637023) SCALE 1^=50• 710 TRAFFIC BARRIER TERMINAL.TYPE TIO 06311401,TRAFFIC BARRIER TERMINAL,TYPE 10(63100105) RP-01 PA^ (NMI CONTRACT NO. RR-13-4116 ewwwN•r JB OAT E4/4/l7 rwwusaowrwrwn awoun THE ILL!ANTIS STATE TOLL HI6MPAY AUTHORITY uescelvnoM is EN(iMLERR-SIDNEFs or+.wrHc Ho BR8 PARSONS +o scum RrvERsioE rl vw.sulTe 4o0 IOA MAINLINE t M cN4 cHro.r RSO , 6/9/17 CH1G°OR°°B08 1 7 0 0 D O O E N A V E N U E • E TMwl 3122-9o- W L OO NNER5 DROVE. !L L !NO!5 6 0515 ROADWAY PLANS 194 of 7]] A STA 7340+00 TO 7355+00 a \ 4• i IMPROVEMENT LIMIT STA 28+35.00 `. MATCH E%. .c 7� 7 AGGREGATE SHOULDERS. GALVANIZED STEEL PLATE BEAM GUARDRAIL. TYPE 8 6"(481015001 TYPE A,9 FOOT POSTS 46300 003) AGGREGATE SHOULDERS,TYPE B 6"(4 61 015 0 0) KEY MAP ✓ NOTE. /Y 1 SEE SHEET RP-01 FOR TERMINAL LEGEND AND PAY ITEMS. O�K p Q YORK ROAD y . y .P"•✓ ••• ENERGY ATTENUATOR IJ5120710) PORTLAND CEMENT CONCRETE O9 ENERGY ATTENUATOR CONCRETE PAD(JS120715) - Tf.- .p`I.� ,4? PAVEMENT 11 (JOINTED(1420005211 y'�>•- - F1© PO INCLMOES 2 SHOULDER Q• 6i' - - LIMITS OF CONSTRUCTION Q- P. 4�1 Ts 11 ._...._ ••__•_•_.....� 5 6 O ------------------ O 11.00 O O / MA7LH E% m 2 7 +60.00 '(50.00 Q REACAN MEMORIAL O O ulm / / TOLLWAY U-881 WB I-88 REAGAN MEMORIAL TOLLWAY O M J (� W W 6 u 4 65.00'15T 9D.00' 4 EB I-88 REAGAN MEMORIAL TOLLWAY . 7358+28.29 7366+1200 J O 10.58'Ri 65.00'RT ITS ACCESS = 1--16.5' 11.00' U Q 2011 TAPER r 10 15 7365+T6 00 7368+22.00 •. ..-. ..•. 70 7367 1200 •' 2 16 2 B 13 •'•- - ..,� 7958 RT 0 R 6500 NT. .... ... ..•.5 71 769 :. - _ __ ••__ . ...WIDENING PER ♦) ..$7D C6 ... ----- E%ROW ON '1 BEGIN R CONSTRULFI -_ � '- --- STA.7355+00. 57 nn .LIMITS OF CONRUC71ON E%ROWLEGEND .: O9 AGGREGATE SUBGRADE IMPROVEMENT 12"(30300112) O PORTLAND CEMENT CONCRETE PAVEMENT 12"(JOINTED)(J14200101 10 CONCRETENNO BISOD NOI2 IA ATEMONOR JT599PECAST O2 SUBGRAGE AGGREGATE 12 IN.(THICKNESS VARIES UNDER SHOULDERS)(JT211A11)W -MIX -- -- -"" 11 2112) CUTTER,TYPE G-3(JI606020) ARMO3 CoNNCRETE ASPHALT SHOULDERS E 42IN. NCH HEIGHT CONCRETE BARRIER DOUBLE FACE 42 INCH HEIGHT IJI6370031 12 CUSTOM JOINTED PRECAST CONCRETE PAVEMENT SLABS(JT485106) ;-- .. O CONCRETE BARRIER BASE.7'(JI637052) 13 JOINTEAN1E RRELATEDIBPPORTLAND CEMENT CONCRETE PAVEMENT, O TOPSOIL EXCAVATION AND PLACEMENT 1JI2111101 ©AGGREGATE SHOULDERS WITH FILTER FABRIC.TYPE B 4"(J1481130) 14 AGGREGATE SHOULDER SPECIAL.TYPE C(J14810701 GALVANIZED STEEL PLATE BEAM GUARDRAIL,TYPE A.6 FOOT POST(JI630002), CONCRETE BARRIER,SINGLE FACE.REINFORCED.42 INCH IJ16370301 IL-0 5o (00 STEEL PLATE BEAM GUARDRAIL.TYPE A.6 FOOT POSTS(63000001)(YORK/RODS.) IS CONCRETE BARRIER BASE FOR SINGLE FACE BARRIER, REINFORCED.42 INCH(SPECIAL)IJI6370361 SCALE 1"•50' O STABILIZED SUBBASE,WMA.3"(J1312022) I6 WARM-MIX ASPHALT SHOULDERS(6 IN.)(J14821041 RP-02 b TRA ' CONTRACT NO. RR-13-4116 4/4/17 rwwIWPORTwT10N owauPTHE ILLINOIS STATE TOLL HIGHWAY AUTHORITY OI�ANN fWY JB DATE oESCWlviloK a PARSONS los a a DE—,SU,E� ��� LKW:CKED sY RSO oA,E6/9/17 011 `OOR°0808 2 7 0 0 O G O E N A V E N U E I-88 MAINLINE rasHwm:31awo-s,ao Ir ROADWAY PLANS ]g5 �, 71t R3 Fv:nzvomte 0 0 w N E R S G R 0 V E. /L L /N O/S 6 0 5 1 5 STA 7355+00 TO T370+00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- BENCHMARK,NEAR NORTHWEST CORNER SECTION 19,TOWNSHIP 39 NORTH,RANGE 12 EAST.STATION IS SET IN THE GRASS WEST OF SOUTH BOUND 1-294,AND EAST OF THE ROOSEVELT ROAD ON-RAMP TO 1-294 SOUTH, OPPOSITE ON OVERHEAD SIGN.ELEVATION 699.02.NORTH 1092842.6119,EAST 1097244.9184. CONED TRANSMISSION LINES EXISTING STRUCTURE:BRIDGE N0.281.ORIGINALLY BUILT INN 1957.FOUR SIMPLE SPANS 90'-0".1N SPR.115'-0".NGS. WITH 392'TOTAL LENGTH AND REPLACED. OUT TO OUT DECK WIDTH. IN WEB STEEL PLATE 1-GIRDERS WITH TO REMAIN.CONTRACTOR TO CONCRETE DECK.STUB ABUTMENTS AND MULTI-COLUMN PIERS SUPPORTED ON SPREAD FOOTINGS.STRUCTURE TO BE REMOVED AND REPLACED.TRAFFIC TO BE MAINTAINED UTILIZING STAGE CONSTRUCTION. MAIN THIN MINIMUM CLEARANCE PER OSHA AND COMED. PROPOSED STRUCTURE:TWO CONTINUOUS SPANS 203'-0",203'-0"WITH 406'-0"TOTAL LENGTH AND 67'-2"OUT TO OUT DECK WIDTH,T4"WEB STEEL PLATE I-GIRDERS WITH CONCRETE DECK.STUB ABUTMENTS AND MULTI-COLUMN PIER SUPPORTED ON PILE FOUNDATION. TRAFFIC BARRIER TERMINAL TYPE 6 ISTD.631031) SALVAGE:NONE. (SE&NW CORNER;&TYPE 5/STD.6310261 74"WEB Q GIRDER(COMPOSITE FULL LENGTH) (SW&NE CORNER;ITYP.I CURVEDATA ................................3... ,I.. ...... YORK ROAD CONSTRUCTION EL 679.74 fVrPGL IS'-5"MIN.VERY.CL. "'•••�V: ��' :. ,2 ��: EL t66T.65 NT EL 678.80 PI STA. = 30+65.12 H1 L = 12°49' 00" ICT)00 STEEL H-PILES It9(V:H1 3.0% 1.SY. 1.5% LS'L 4.oY. 4.0% �5% I.5% 1.5% 2.0% 3.0% •"""q•lV•Hl••••• ICROPILES _. . . ......,::- ,.... M SPECIFICATIONS 1 ',.i 18'-0'• ILLINOIS DEPARTMENT OF TRANSPORTATION GUIDE R = 3,819.72' CONCRETE SLOPE WALL 22'-O STEEL H-PILES SEL 662.07 CONCRETE SLOPE WALL BRIDGE SPECIAL PROVISIONS(GBSP'S). T = 429.01' ELEVATION ILLINOIS TOLLWAY SUPPLEMENTAL SPECIFICATIONS L 854.44' TO THE ILLINOIS DEPARTMENT OF TRANSPORTATION E = 24.02' �^ -� (HORIZONTAL DIMENSIONS AND SLOPES AT RIGHT ANGLE TO 4,1-88) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE P.C. STA. = 26+36.11 419'-0%"BACK TO BACK OF ABUTMENTS CONSTRUCTION ADOPTED APRIL 1.2016. P.T. STA. = 34+90.56 MEASURED 6'-6'%4" S.E. TRANSITION ALONG TANGENT 203-0"(SPAN 11 202'-11%" (SPAN 2) 6'-6%c" ILLINOIS DEPARTMENT OF TRANSPORTATION FOR SUPE ELEVATION TRANSITION 21' - 40' 140' 15' 20' IS' IS' IS' 10' SCUPPER SPACING SUPPLEMENTAL SPECIFICATIONS AND RECURRING DIAGRAM,SEE SHEET NO.SC 24. - K.S.ABUT. SPECIAL PROVISIONS ADOPTED JANUARY 1.2017. I(EAST) BK.S.ABUT. 24 l'-4" 20' 20' 95' 40' 140' I 50' S5' SCUPPER SPACING ILLINOIS DEPARTMENT OF TRANSPORTATION 241'-5"PROTECTIVE SHIELD(FOR CONSTRUCTION) (WESTI STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE MEASURED 220'-5"PROTECTIVE SHIELD;FOR REMOVAL; CONSTRUCTION ADOPTED APRIL 1,2016. ALONG Q YORK RD =1 1„ �'� "T MP.sal LOAD RATING �y 2J5 RE�LATION A\° ¢¢BRG.N.ABUT. oN p 3 O SYSTE S16 LA616+053.09 FACTORS (HL-93) STRENGTH I SERVICE lI 72.. �... ........... ...... ..... \. ... ........ ... ....... .......... ...... ANZA SUT.O INVENTORY)\ STA.24+50.15;YORK RD.I- \\ A\ EL9.6OPERATING 1.58 1.}6 STA.7353+66.46 \ 6BI1 Q YORK ROAD&PGL + .\ k,,23.+00 of \\ 25 00 ,a 4116-BSB-01 \ \ \'\ p� �4116-BS \ -------- TEMP.SOIL \\ \ p,I• o Q PIER \.\3S9 LINE E CONST. �'yJ/y! \\ \\ TEMP.SOIL RETENTION SYSTEM STA.24+50.15 `�\/� O i ";; RETENTION SYSTEM \ \ 7`• Ra \ \\, 0 \\ -� \ 30'-0"BRIDGE APPROACH w a �\ \\ \ SLAB(TYP) BK.9.ABUT. w STA.22+40.59,EL ................559613'(TYPI .....,..�\ .,..,.. � ._.,_.VERT C ¢BRG.S.ABUT. 4 1-B -02;o N STA.22+0.15,EL 692.22 FIBER OPTIC RCP LOMED J LINES TO REMAIN p OV 'ROGERL� ERHEAD c ; ••grn.RANSMISS ION *.•OIGIULIO LIVE LOAD DEFLECTION ;p ss v LINES s•.OCHICA6077 DESIGN SPECIFICATIONS ��, � ,. ,L A LL+I 4:SPAN LENGTH/800 sf• ILLINOIS TOLLWAY"STRUCTURE DESIGN MANUAL"GATED t I-88 ; 5 oy�Ruciu�K��k MARCH 2016,TOOT"BRIDGE MANUAL"DATED JANUARY 2012 �I' !r" NOTES: HIGHWAY CLASSIFICATION AND ILLINOIS TOLLWAY"GEOTECHNICAL ENGINEER'S MANUAL" PLAN DATED MARCH 2016. mph ,;o O FOR SECTION A-A.SEE SHEET NO.SC-03. '•.I�` E/'b. '46^4„.�ida ...,q YORK ROAD \�O `\ h� FOR UNDERDECK LIGHTING,SEE LIGHTING SHEETS SC-01 TO SC-43 2014 AASHTOEDITION WITH BRIDGE DESIGN SPECIFICATIONS. FUNCTIONAL CLASS,MINOR ARTERIAL(URBAN) 7TH EDITION WITH 2016 INTERIM REVISIONS. h� PLANS. ADT:14,900( 15,160(2040) 170.00'VCPLANS. oo Sr DHVADTT=1 12016 490(20161 1.520(2040) DESIGN STRESSES o IB0.00'V.C. ti /NC,4O '�BORINGS DESIGN SPEED.50 M.P.H. 0. •rF POSTED SPEED: 45 M.P.H. FIELD UNITS rwo-Har TRAFFIC DIRECTIONAL 01ST.50:50 S g ry .Y RANGE 11E RANGE 12E 3RD PM fl. -4.000 pal CLASS BS(DECK,PARAPETS,APPROACH SLAB) v 7_pp fe -60500 pal CLASS SI(SUBSTRUCTURE,APPROACH SLAB FOOTING) LSLY fy -60,000 psi(REINFORCEMENT) w a w +1,20% -2 i '~^ E.B.I-BB fy =50,000 pal(AASHTO M270 GRADE 50 STRUCTURAL STEEL; > 9•• F r d 13 IB FUNCTIONAL CLASS:INTERSTATE(URBAN) >-0.50%0 +1.20%o > r J SAT Z ADT.58,920(20131 62,930(2040) o g 92 -0.63'/. w ____ _ N ADTT:3.830(2013) 4,090(2040) , o OHV=5.795 SEISMIC DATA T DESIGN SPEED:70 M.P.H. POSTED SPEED.60 M.P.H. SEISMIC PERFORMANCE ZONE(SPZ)=1 3 11 DESIGN SPECTRAL ACCELERATION AT 1.0 SEC.(S p�I=0.062Q W.B.I-08 DESIGN SPECTRAL ACCELERATION AT 0.2(S,,,I=0.1150 4 1 FUNCTIONAL CLASS.INTERSTATE(URBAN) SOIL SITE CLASS=C 210.00'V.C. ADT,62.710 12013) 66,980 12040) > 310.00'V.C. > 1 a w >w w a FROM SURVEY PROPOSEU PROPOSED ADTT.4,076(2 13) 4,360(2040) STRUCTURE LIMITS w STRUCTURE DHV=5,760 LOADING HL-93 LOCATION SKETCH DESIGN SPEED.70 M.P.H. PROFILE GRADE I-88 PROFILE GRADE POSTED SPEED:60 M.P.H. ALLOW 50•/S0.FT.FOR FUTURE NEARING SURFACE. g (ALONG Q YORK ROAD' (ALONG PGL) SC-01 RARxNsREVISIONS CONTRACT NO. RR-13-4116 ti $C puE:06/09/17 TRANlPORTATION ORO xm THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY S y aI..YN ev GINEERSAFIANNERS o O PARSONS HKAGORNEas�GE .sG�TE400 YORK ROAD OVER I-88 CHICAG01L 94IOI 7 7 0 0 O G O E N 4 VENU E eRr ccaeo e.RLD o�rE06/09/17 T.1w »:x,as.as,00 L BRIDGE LA0. 281 522 of 711 a..a,x-sxaw,4 o O W N E a S G rr o v E, I L L I N 0 1 5 6 o s T s GENERAL PLAN & ELEVATION ------------------------------------ .. _-------------------------------- ----------. _-------------------' -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- YORK ROAD 24' PAVEMENT I VAR. 1 4' 4' 12' 12' 10' 69.00' SHLE LANE LANESHOULDER 2.00'&VAR 2.00'&VAR SHOULDER 12.00' 12.00' 12.00' 12.00' 12.00' SHOULDER E%NOISE WALL LANE 2 LANE 1 MEDIAN/ LANE I LANE 2 7% 7� 2.00 1.58' SEE PLAN FOR OO LEFT TURN .00' ROLLOVER ROLLOVER STEEL PLATE BEAM GUARDRAIL, LANE (MAX.) (MAX.) <' ii TYPE A.9 FOOT POSTS 1630000031 I EX GROUND Ir N & R. PGL 9c E%GflOUND 0 6% 1% SE 2Y 2.0% 2.07. 2�_../. 2.OY. 2 SE 156 � r SE+ 5%ii .5' w N�.'. `• GJ ,L5 --- ---_ EXIST 6 --- — GRXINDS 11 --`\�� —C GROUND lT 19 I 19 l9 IB 2 3 2% ♦\ --- 5 T 7 0 19 16 8 \�—�, AGGREGATE SUBGRADE 5 AGGREGATE SHOULDERS IMPROVEMENT 12"1303001121 AGGREGATE SHOULDERS 9 RIGHT-OF-WAY FENCE. TYPE B 6"1981015001 TYPE B 6"U81015001 PROPOSED RAMP F TYPICAL SECTION TYPE 1,6'(JI664305) WARP 58 YORK ROAD FROM PROPOSED YORK ROAD TYPICAL SECTION YORK ROAD SHOULDER TO BE CONSTRUCTED 2 (22+13)TO 2.5y.121+ee1, STA. 21+60.00 TO STA 22+41.47 AS PAVEMENT,PAVEMENT MARKING SHALL BE STA. 603+10.00 TO 608+87.46 BACK T072%(21+63)FOR DRAINAGE BASED ON 12'LANE RAMP F STA. 603+10.00 TO 606+83, (R=900', SE=6.0%) STRUCTURE IN APPROACH SLAB RAMP F STA. 606+83 TO 612+91, (R=1,350', SE=6.0%) BRIDGE OMISSION STR. NO, 281 STA. 22+41.47 TO STA. 26+58.83 24 YORK ROAD PAVEMENT VAR. 4' 4' 12' 12' 10' I sm LANE LANE SHOULDER 64.00' 2.00 .58' 2.00'&VAR 2.00'&VAR 77 7% SHOULDER 12.00' 12.00' 12.00' 12.00' 12.00' SHOULDER SEE PLAN FOR ROLLOVER ROLLOVER 4' S' VARIES 4' LANE 2 LANE 1 MEDIAN/ LANE 1 LANE 2 STEEL PLATE BEAM GUARDRAIL. (MAXJ (MAX.) .00 LEFT TURN By. AU TYPE A.9 FOOT POSTS 1630000031 VARIES 10'IDES.) LIME ROLLOVER — r E%GROUND PGL IU •5'/MIN.( (MA%.1 1 6% SE SE EX GROUND SE 5'/. -y y-}-- 1.67.. 1.6Y. 1�6% 2 2• —� 100 .5' w 1_6% E%IST Y56 b,_- _ EXIST — GROUNO 6 4? GROUND ������ II 2Y. S 'S 19 18 2 3 ,LS — — 19 1T 19 19 / 0 16 B ��' 1.5'MIN. 7 7 5 y 5 AGGREGATE SUBGRADE AGGREGATE SHOULDERS RIGHT-OF-WAY FENCE, AGGREGATE SHOULDERS. IMPROVEMENT 12"(30300112) TYPE B 6"148!015001 TYPE B 6"(98101500) YORK ROAD SHOULDER TO BE CONSTRUCTED PROPOSED RAMP F TYPICAL SECTION TYPE 1,6'(J1664305) PROPOSED YORK ROAD TYPICAL SECTION A$PAVEMENT,PAVEMENT MARKING SHALL BE BASED ON 12'LANE STA. 608+87.46 TO 614+48.50 STA. 26+58.83 TO STA 26+35.00 SE = 6.0% S.E TRANSITION FROM STA 25+00.00 (N.CI TO STA 26+55.00 (1.6%) SE TRANSITION FROM STA 612+60 (6.0%) TO STA 614+22 IN.C.) NOTES: LEGEND: GALVANIZED STEEL PLATE BEAM GUARDRAIL TYPE A 6 FOOT POST IJI6300021 1. ALL SLOPES ARE EXPRESSED AS UNITS OF VERTICAL DISPLACEMENTS Oj PORTLAND CEMENT CONCRETE PAVEMENT 12"(JOINTED(IJ14200101 O7 STEEL PLATE BEAM GUARDRAIL.TYPE A.6'FOOT POTS 163000001)IYORK/ROOS.ONLY) 14 HIGH PERFORMANCE CONCRETE MOMENT SLAB STRUCTURES W1503020) 70 UNITS OF HORIZONTAL DISPLACEMENTS IVAI1. O SHOl1L0ER5A6 AGGREGATE 12 (THICKNESS VARIES UNDER O CONCRETE BARRIER.SINGLE FACE.REINFORCED,42 INCH(J1637030) 15 AGGREGATE SHOULDER SPECIAL.TYPE C(J1481070) 2. SLOPE SHALL BE 116 OR FLATTER BEHIND GUTTER WITHOUT GUARDRAIL. O WARM-MIX ASPHALT SHOULDERS(9 IN.)(J14821121 O CONCRETE BARRIER BASE FOR SINGLE FACE BARRIER,REINFORCED,42 INCH(SPECIAL)(J[63T036)16 PIPE UNOERDRAINS,FABRIC LINED TRENCH.6"IJ16013201 IN ALL OTHER CASES THE BASED SLOPE SHALL BE IN.E N SLOPE CONCRETE BARRIER DOUBLE FACE 42 INCH HEIGHT(JI637003)AND 10 PERFORMANCE BASED NOISE ABATEMENT WALL(PRECAST CONCRETE)NO.1 EB 1T PORTLAND CEMENT CONCRETE PAVEMENT N"(JOINTED)1420005211 IS USED.INCREASES WIDTH BASED ON CLEAR ZONE REQUIREMENTS. O HEIGHTETP B ITEMS'BASE.i'IJI6j70521 SEE PLAN FOR VARIABLE 11 PERFORMAN PERFORMANCE1 OR(11111P021 PORTLAND CEMENT CONCRETE PAVEMENT,JOINTED-12"(JT420180) IB STABILIZED SUBBASE,WMA,3"(JI312022) 5O TOPSOIL EXCAVATION AND PLACEMENT(J1211110) 12 GUTTER,TYPE G-3(J1606020) 19 TIE BARS 6 AGGREGATE SHOULDERS WITH FILTER FABRIC.TYPE 8 4"(J1481130) 13 MECHANICALLY STABILIZED EARTH RETAINING WALL(J1522500) 0 WARM-MIX ASPHALT SHOULDERS(6 IN.)(J1482104) TYP-11 PAR CONTRACT N0, RR-13-4116 E DRAWN•r JB e.9 Te4/4/17 PARSONS aeouYHM suer.OROUP THE ILLINOIS STATE TOLL HIGHWAY AUTHORITYMH9�1 PROPOSED oKacwlvnoN oRAw2Nc No. E ENGINE w54 aaNNER FZ 6/9/17 cnmAcoK9oe9e 8U1E400 2 7 0 0 OGDEN AVENUE TYPICAL SECTION .__co w ..Te T,N9nw 12A 5199 L T7 F Tll Z. F.312-999-0019 D O W N E R 5 0 R 0 V E. I L L I N 0 1 5 6 0 5 1 5 11129117 6.5/1 RESOLUTION NO. 21430 Background It is in the best interest of the Illinois State Toll Highway Authority (the "Tollway") to enter into an Intergovernmental Agreement with the Village of Oak Brook ("Village") in connection with the improvements to the Reagan Memorial Tollway (I-88) from York Road to west of I-290, ("Project") including the reconstruction of the York Road Bridge over I-88. The Village requests the Tollway widen the York Road Bridge over I-88. The Tollway agrees to perform the requested improvements as part of the Project subject to reimbursement from the Village to the Tollway. The estimated cost of the requested improvements is $2,178,343. The Village agrees to reimburse the Tollway for actual costs of the requested improvements. The agreement also sets forth associated maintenance responsibilities among the parties. Resolution The Chief Engineering Officer and the Acting General Counsel are authorized to negotiate and prepare an Intergovernmental Agreement between the Illinois State Tollway Highway Authority and the Village of Oak Brook in substantially the form a hed to this Resolution. The Chairman or the Executive Director is authoriz to xecute said agreement. Approved by: hai an