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R-1644 - 05/23/2017 - ENGINEERING - Resolutions Exhibits i r REVIEW OF CONTRACTS Awardin Agency: e of Contract: Department: Program/Accou Number: arded ContracjPrice. r Budgeted Amount: LYE 1 7. a Under $20,000 $500,001 - $1,000,000 $20,000 - $500,000 0 Over $1,000,000 rt.�. ��• �('trS . 'mil Ate- �c�r�,} �� '=�' Name: Date: Name: Date: / Name: Date: S.l� Name: Date: �- pC1 Three (3) Originals signed by other party Date/Initials W j Original provided to staff member for other party Date/Initialsv� o�� 7 1"- //�� 1 Original provided to Official Files Rate/Initials��#�7 zs Village of Oak Brook I Approved by Board of Trustees- Date/Initials: ENGINEERING SERVICES AGREEMENT VILLAGE OF OAK BROOK NORTH YORK ROAD/HARGER ROAD INTERSECTION IMPROVEMENT PHASE I AND II THIS AGREEMENT, made and entered into thisOL day of May 2017, by and between Civiltech Engineering, Inc. (hereinafter referred to as "ENGINEER") and the Village of Oak Brook, a municipal corporation (hereinafter referred to as 'VILLAGE") covers certain professional engineering services in connection with the York Road/Harger Road Intersection Improvement Phase I and II, (hereinafter referred to as "PROJECT"). The VILLAGE wishes to retain ENGINEER for these certain professional engineering services and ENGINEER is willing to perform such services for the compensation and in accordance with the terms and conditions described in this Agreement. NOW, THEREFORE, in consideration of the mutual benefits, covenants and agreements contained within this Agreement, the parties agree as follows: 1. SCOPE OF SERVICES ENGINEER agrees to perform engineering consulting services as defined in the Scope of Services attached as Appendix I and made a part of this Agreement. 2. COMPENSATION AND PAYMENT ENGINEER shall be paid by VILLAGE for all services stipulated within this Agreement according to the Compensation Schedule attached as Appendix 1I and made a part of this Agreement. Payment to ENGINEER shall be made by VILLAGE upon receipt of ENGINEER'S monthly invoice. The invoice shall consist of a summary of direct labor hours by ENGINEER'S standard job classification times the respective factors as depicted in Appendix II plus listing of reimbursable costs incurred with copies of appropriate invoices. The invoice will state the phase of work for which it applies, if a multi-phase scope is used (e.g., design, construction, etc.). If VILLAGE identifies an item in the invoice which appears to be in error, VILLAGE may withhold the amount in question, pay the balance of the invoiced amount, and provide ENGINEER with a statement concerning the questioned item. Alternatively, VILLAGE may pay the invoiced amount in full, provide ENGINEER with a statement of the questioned item, and an-adjustment, if appropriate, will be made in the next subsequent invoice submitted by ENGINEER. Engineer will mark "Invoice number and final" on the invoice which closes out this contract or a phase of the contract. Page 1 If VILLAGE fails to make any payment due ENGINEER for services and expenses, including amounts wrongly withheld, within thirty (30) days after submittal of ENGINEER'S billing thereof, the amounts due ENGINEER shall include a charge at the rate of one percent (1.0) per month from such thirtieth (30th) day; and, in addition, the ENGINEER may, after giving seven (7) days written notice to VILLAGE, suspend services under this Agreement until it has been paid in full the amounts due it for services and expenses. During the period of any such suspension, the parties shall have the same rights and obligations as are provided by Subsection 5(e) of this Agreement. 3. TIME SCHEDULE The services required by this Agreement shall be completed in accordance with the Time Schedule attached as Appendix III and made a part of this Agreement. It is recognized by the parties that the Time Schedule may be contingent upon factors beyond the control of either party. Both parties will take all reasonable steps to adhere to the Time Schedule. 4. TERM OF AGREEMENT Unless extended by amendment, this Agreement shall terminate at the time of receipt of final payment by the ENGINEER, provided that all warranties and representations shall survive said final payment. 5. GENERAL TERMS AND CONDITIONS a. Modification The nature and the scope of services specified in this Agreement may only be modified by written amendment to this Agreement approved by both parties. b. Relationship between ENGINEER and VILLAGE ENGINEER shall serve as VILLAGE'S professional engineering consultant in those phases of the PROJECT to which this Agreement applies. The relationship is that of a buyer and seller of professional services, and it is understood that the parties have not entered into any joint venture or partnership with the other. C. Responsibility of the ENGINEER That all plans and other documents furnished by the ENGINEER pursuant to this Agreement will be endorsed by him and will show his professional seal where such is required by law. Notwithstanding anything to the contrary which may be contained in this Agreement or any other material incorporated herein by reference, or in any agreement between VILLAGE and any other party concerning the PROJECT, ENGINEER shall not have control or be in charge of and shall not be responsible for the means, methods, techniques, sequences or procedures of construction, or the safety, safety precautions or programs of VILLAGE, the construction #11850987 vl Page 2 contractor, other contractors or subcontractors performing any of the work or providing any of the services on the PROJECT, nor shall ENGINEER be responsible for the acts or omissions of VILLAGE provided that the ENGINEER has properly executed his duties. ENGINEER shall not be responsible for the failure of VILLAGE, any architect, engineer, consultant, contractor or subcontractor to carry out their respective responsibilities in accordance with the PROJECT documents, or any other agreement concerning the PROJECT. Any provision which purports to amend this provision shall be without effect unless it contains a reference that the content of this Subsection 5(c) is expressly amended for the purposes described in such amendment and is signed by ENGINEER. d. Corrections In the event plans, surveys or construction staking is found to be in error and revisions of the plans or survey or construction staking are necessary, the ENGINEER agrees that he will perform such work without expense to the VILLAGE, even though final payment has been received by him. He shall give immediate attention to these changes so there will be a minimum delay to the contractor. e. Suspension of Services VILLAGE may, at any time, by written order to ENGINEER (Suspension of Services Order), require ENGINEER to stop all, or any part of, the services required by this Agreement. Upon receipt of such an order, ENGINEER shall immediately comply with its terms and take all reasonable steps to minimize the occurrence of costs allocable to the services covered by the order. ENGINEER will not be obligated to provide the same personnel employed prior to suspension when the services are resumed, in the event the period of any suspension exceeds thirty (30) days. f. Termination 1) The VILLAGE shall have the right to terminate this Agreement with or without cause upon serving thirty (30) days written notice upon the other Ply• 2) Upon such termination, the liabilities of the parties to this Agreement shall cease, but they shall not be relieved of the duty to perform their obligations up to the date of termination. All warranties and the provisions of Section 5, Paragraph I shall be in full force and effect after termination. 3) Upon such termination, ENGINEER shall cause to be delivered to the VILLAGE all drawings, specifications, partial and completed estimates, and any and all other data concerning the PROJECT which ENGINEER is then accomplishing for the VILLAGE. ENGINEER shall be paid for any Page 3 #11850987 vl services completed and any services partially completed in accordance with Sections 2 and 3. g. Warranties In addition to the covenants herein made, the ENGINEER represents and certifies that its engineering services shall be performed in accordance with the standards of professional practice, care, and diligence practiced by recognized engineering firms in the industry in performing services of a similar nature in existence at the time of performance. The representations and certifications expressed shall be in addition to any other representations and certifications expressed in this Agreement, or expressed or implied by law, which are hereby reserved unto the VILLAGE. h. Representations In addition to the covenants herein made, the ENGINEER represents and agrees: 1) That all plans and special provisions to be furnished by the ENGINEER pursuant to this Agreement will be in accordance with the current standard specifications and policies of the VILLAGE, it being understood that all such plans and drafts shall, before being finally accepted, be subject to approval by the VILLAGE. 2) That he has not employed or retained any company or person, other than a bona fide employee working solely for the ENGINEER, to solicit or secure this Agreement, and that he has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the ENGINEER, any fee, commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting from the award or making of the Agreement. For breach or violation of this warranty, the VILLAGE shall have the right to annul this Agreement without liability, or in its discretion to deduct from the Agreement price or consideration, or otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, gift, or contingent fee. 3) The ENGINEER represents and certifies that the ENGINEER is not barred from contracting with a unit of state or local government as a result of: (1) a delinquency in the payment of any tax administered by the Illinois Department of Revenue, unless the ENGINEER is contesting, in accordance with the procedures established by the appropriate revenue act, its liability for the tax or the amount of the tax, as set forth in Section I I- 42.1-1 et seq. of the Illinois Municipal Code, 65 ILCS 5/11-42.1-1 et seq.; or (2) a violation of either Section 33E-3 or Section 33E-4 of Article 33E of the Criminal Code of 1961, 720 ILCS 5/33E-1 et seq. ENGINEER represents that the only persons, firms, or corporations interested in this Agreement as principals are those disclosed to the VILLAGE prior to the Page 4 #11850987 vl execution of this Agreement, and that this Agreement is made without collusion with any other person, firm, or corporation. If at any time it shall be found that the ENGINEER has, in procuring this Agreement, colluded with any other person, firm, or corporation, then the ENGINEER shall be liable to the Village for all loss or damage that the VILLAGE may suffer, and this Agreement shall, at the VILLAGE's option, be null and void. 4) That he is qualified technically and is conversant with the policies applicable to the PROJECT; and that he has and will furnish sufficient, properly trained and experienced personnel to perform the services enumerated herein. 5) That he will not employ, for the duration of this Agreement, any person presently employed by the VILLAGE without the written consent of the VILLAGE. 6) ENGINEER represents and certifies that, to the best of its knowledge: (1) no elected or appointed VILLAGE official, employee or agent has a personal financial interest in the business of ENGINEER or in this Agreement, or has personally received payment or other consideration for this Agreement; (2) as of the date of this Agreement, neither ENGINEER nor any person employed or associated with ENGINEER has any interest that would conflict in any manner or degree with the performance of the obligations under this Agreement; and (3) neither ENGINEER nor any person employed by or associated with ENGINEER shall at any time during the term of this Agreement obtain or acquire any interest that would conflict in any manner or degree with the performance of the obligations under this Agreement. i. Documents Property of VILLAGE Drawings, specifications, reports, and any other documents prepared by ENGINEER in connection with any or all of the services furnished hereunder shall be the property of VILLAGE and the VILLAGE shall obtain any and all intellectual property rights in the drawings, specifications, reports, and documents prepared by ENGINEER in connection with any and all of the services furnished hereunder. ENGINEER shall have the right to retain copies of all documents and drawings for its files. All construction drawings shall be prepared electronically using MICROSTATION software. Paper copies will be provided to the VILLAGE in full-size (24" x 36") or quarter-size (11" x 17") as requested. Electronic design files will also be transferred to the VILLAGE. If construction services are a part of the ENGINEER'S work, he will create electronic "As-Built" conditions and will deliver them to the VILLAGE within thirty (30) days after completion of construction and before final payment to the ENGINEER. ENGINEER will title these files "Record Drawings". Page 5 411850987 vl If construction services are not part of the ENGINEER'S work, he will deliver electronic MICROSTATION files to the VILLAGE upon request and before final payment to the ENGINEER. j. Access to Records The ENGINEER shall maintain all books, documents, papers, accounting records and other evidence pertaining to his costs incurred by reason of this Agreement and agrees to make such material available, at his office at the address indicated in Section 5, Paragraph u of this Agreement, at all reasonable times during the life of this Agreement and for a period of three (3) years from the date of final payment of the obligations of this Agreement by the VILLAGE or such longer time as requested by the VILLAGE, for inspection by personnel of the VILLAGE, or any authorized representative of the VILLAGE, and copies thereof shall be furnished if requested. The cost of any copies shall be paid by the VILLAGE. k. Reuse of Documents All documents, including drawings and specifications furnished by ENGINEER pursuant to this Agreement, are intended for use on the PROJECT only. They should not be used or modified by VILLAGE or others on extensions of the PROJECT or any other project without specific written verification or adaptation by ENGINEER. Any reuse or modification without written verification or adaptation by ENGINEER shall be at VILLAGE'S sole risk. 1. Indemnification ENGINEER agrees to indemnify, hold harmless, and defend (or pay the VILLAGE for the costs of defense if the Village so desires in its sole discretion) the VILLAGE and any of its officers, employees, or agents from and against all liability, claims, demands, and causes of action arising out of or related to any loss, damage, injury, death, or loss or damage to property resulting from any negligence, errors or omissions by the ENGINEER in the performance of this Agreement. In the event of joint or concurrent negligence of ENGINEER and VILLAGE, each shall bear that portion of the loss or expense that its share of the joint or concurrent negligence bears to the total negligence (including that of third parties) which caused the personal injury or property damage. m. Entire Agreement This Agreement sets forth all the covenants, conditions and promises between the parties. There are no covenants, promises, agreements, conditions or understandings between the parties, either oral or written, other than those contained in this Agreement and the attached Rider No. 1. Page 6 #11850987_vl n. Governing Law This Agreement shall be governed by the laws of the State of Illinois both as to interpretation and performance. o. Successors and Assigns The terms of this Agreement shall be binding upon and inure to the benefit of the parties and their respective successors and assigns; provided, however, that neither party shall assign this Agreement in whole or in part without the proper written approval of the other. P. Waiver of Contract Breach The waiver of one party of any breach of this Agreement or the failure of one party to enforce at any time, or for any period of time, any of the provisions hereof, shall be limited to the particular instance, shall not operate or be deemed to waive any future breaches of this Agreement, and shall not be construed to be a waiver of any provision, except for the particular instance. q. Severability of Invalid Provisions If any provisions of this Agreement shall be held to contravene or be invalid under the laws of any particular State, County or jurisdiction where used, such contravention shall not invalidate the entire Agreement, but it shall be construed as if not containing the particular provision or provisions held to be invalid in the particular State, County or jurisdiction and the rights or obligations of the parties hereto shall be construed and enforced accordingly. r. Force Majeure Neither VILLAGE nor ENGINEER shall be liable for any fault or delay caused by any contingency beyond their control, including, but not limited to, acts of God, wars, strikes, walkouts, fires, or natural calamities. S. Access and Permits VILLAGE shall arrange for ENGINEER to enter upon public and private property and shall obtain all necessary approvals and permits required from all governmental authorities having jurisdiction over the PROJECT. t. Designation of Authorized Representatives Each party shall designate one or more persons to act with authority in its behalf in respect to appropriate aspects of the PROJECT. The persons designated shall review and respond promptly to all communications received from the other party. Page 7 411850987_vl U. Address for Notices Whenever it is provided in this Agreement that notice shall be given or other communication sent to ENGINEER, such notices or communications shall be delivered or sent to: Civiltech Engineering, Inc. Two Pierce Place Suite 1400 Itasca, Illinois 60143 Attn: James R. Woods, P.E., PTOE Whenever it is provided in this Agreement that notice shall be given or other communication sent to the VILLAGE, such notices or communications shall be delivered or sent to: VILLAGE OF OAK BROOK 1200 Oak Brook Road Oak Brook, Illinois 60523 Attn: Doug Patchin Director of Public Works Notices personally delivered or sent via U.S. Mail, postage prepaid, shall be deemed, for all purposes, proper notice. V. Insurance ENGINEER agrees to obtain and maintain, for the term of this Agreement, and for a period of twelve (12) months after the services contracted for hereunder have been completed, insurance hereinafter provided, furnishing a certificate or certificates of insurance to the VILLAGE prior to commencing work under this Agreement. The certificate or certificates of insurance shall be in a form satisfactory to the VILLAGE from companies authorized to do business in Illinois and shall provide that the policies referred to shall not be canceled or changed without first giving thirty (30) days written notice thereof to the VILLAGE. Said insurance requirements are attached as Appendix IV and made a part of this Agreement ("REQUIRED INSURANCE POLICIES"). The VILLAGE shall be named as an additional insured and a cancellation notice recipient on all Required Insurance Policies. W. Additional Services ENGINEER shall supply such additional services as requested in writing by VILLAGE and agreed to by ENGINEER in connection with the PROJECT. Separate proposals shall be submitted by ENGINEER for furnishing these additional services. Compensation for such additional services shall be negotiated by the parties and included in this Agreement by a written amendment. Page 8 #11850987_vl ENGINEER shall supply such additional services as requested in writing by VILLAGE and agreed to by ENGINEER in connection with the PROJECT. Separate proposals shall be submitted by ENGINEER for furnishing these additional services. Compensation for such additional services shall be negotiated by the parties and included in this Agreement by a written amendment. X. Time Time is of the essence in the performance of all terms and provisions of this Agreement. Y. Third Party Beneficiary No claim as a third party beneficiary under this Agreement by any person, firm, or corporation shall be made or be valid against the Village. Z. Conflicts If any provisions of this Agreement conflict with any provisions of the attached appendices I through IV, the provisions of this Agreement shall control. If any provisions this Agreement conflict with any provisions of the attached Rider No. 1, the provisions of Rider No. 1 shall control. if any provisions of the attached appendices I through IV conflict with any I conflict with any provisions of the attached Rider No. 1, the provisions of Rider No. I shall control. IN WITNESS WHEREOF, the parties set their hands and seals on the date first written above. 4RiE OF BROOK ATTEST: ipal orpo ton F. Ginex, Village Vanager Charlotte Pruss, Village Clerk Civiltech Engineering. Inc. ATTEST: C Duly A orize fficer � Page 9 #11850987 %l APPENDIX 1 SCOPE OF SERVICES Per Proposal for Professional Engineering Services submitted by Civiltech Engineering, Inc. dated April 28, 2017. Page 10 #11850987_vl APPENDIX II COMPENSATION SCHEDULE Per Proposal for Professional Engineering Services submitted by Civiltech Engineering, Inc. dated April 28, 2017. Page 11 #11850987 vi APPENDIX III TIME SCHEDULE Per Proposal for Professional Engineering Services submitted by Civiltech Engineering, Inc. dated April 28, 2017. Page 12 #11850987 vi APPENDIX IV Insurance Engineer shall maintain for the term of this Agreement, and for a period of twelve months after the services is contracted for hereunder have been completed, insurance policies covering: 1. Workers Compensation: Statutory. 2. Employers Liability Insurance: $1,000,000 injury-per occurrence $500,000 disease-per employee $1,000,000 disease-policy limit Such insurance shall evidence that coverage applies in the State of Illinois. 3. Comprehensive General Liability Insurance: $2,000,000 per occurrence combined single limit. Coverages shall include Broad Form Property Damage Endorsements and Blanket Contractual Liability (must expressly cover the indemnity provisions of the Agreement). 4. Comprehensive Automobile Liability Insurance: $1,000,000 combined single limit, any auto. 5. Professional Liability Insurance (errors and omissions): $1,000,000 per claim and $2,000,000 in aggregate. 6. Umbrella or excess liability: The required coverages may be in any combination of primary, excess, and umbrella policies. Any excess or umbrella policy must provide excess coverage over underlying insurance on a following-form basis such that when any loss covered by the primary policy exceeds the limits under the primary policy, the excess or umbrella policy becomes effective to cover such loss. 7. Engineer will provide the Village with a certificate of insurance and additional insured endorsement showing the Village added to the General Liability Insurance as an additional insured. 8. Coverage shall not be suspended, voided, canceled, or reduced except after thirty (30) days prior written notice by certified mail has been given to the Village. If a standard Certificate of Insurance form is used with a cancellation clause, the words "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives" will be stricken or crossed out. Page 13 #11850987_vl �- Proposal to Furnish Phase 1, Phase II CIWLTECH and Phase 111 Engineering Services APRIL 28,2017 fia e : R m- • `. d` ` „ t R, z,�� m • 'Ie tat .."` _'} .+ �( x� � �i xS, „s ..�.. _-1_ .... � — ti North York Road/Harger Road Intersection Improvement �� ^{ Village of Oak Brook , - Two Pier ite 1400 630.773. t^; North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase 1,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois TABLE OF CONTENTS I. Project Understanding and Approach.....................................1 A. Phase I Engineering ...................................................................................4 B. Phase II Engineering ..................................................................................4 C. Phase III Engineering .................................................................................6 II. Anticipated Scope of Services.................................................9 A. Phase I Engineering ...................................................................................9 1. Data Collection and Early Coordination ......................................................9 2. Field Survey and Preparation of Base CAD File..........................................10 3. Crash Analyses..............................................................................................11 4. Traffic Analyses.............................................................................................11 5. Geometric Studies.........................................................................................12 6. Subsurface Soils and Pavement Investigations..........................................13 7. Preliminary Environmental Site Assessment..............................................13 8. Wetland Delineations and Impact Evaluations............................................14 9. Location Drainage Study...............................................................................15 10. Section 4(f) Evaluation and Documentation (if necessary).........................16 11.Traffic Noise Analysis (if necessary)............................................................17 12. Structural Studies (if necessary)..................................................................18 13. Draft Project Development Report................................................................18 14.Agency Coordination ....................................................................................19 15. Public Involvement........................................................................................19 16. Final Project Development Report................................................................20 17. Supervision, Administration and Project Coordination..............................21 Village of Oak Brook I April 28,2017 CIVILTECH North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois B. Phase II Engineering ..................................................................................21 1. Project Kick-Off Meeting...............................................................................21 2. Coordination with Phase I Project Development Report ............................21 3. Data Collection and Review..........................................................................21 4. Field Survey and Base Sheet Development.................................................22 5. Geometric Studies.........................................................................................22 6. Subsurface Soils and Pavement Investigation............................................22 7. Special Waste and CCDD Testing ................................................................23 8. Wetland Permitting and Coordination..........................................................23 9. Drainage, Storm Water Permitting, and Supporting Documentation.........23 10. NPDES Permitting and Documentation........................................................24 11. Review and Confirm Project Right-of-Way Requirements..........................24 12. Maintenance of Traffic Concept....................................................................25 13.Traffic Signal Installation Plan......................................................................26 14. Lighting Design (if necessary)......................................................................26 15. Structural Design (if necessary)...................................................................26 16. Preliminary Plans (65%)................................................................................28 17. Pre-Final (90%) Plans, Special Provisions and Estimates..........................29 18. Final (100%) Plans, Special Provisions and Estimates...............................32 19. Project Administration and Coordination....................................................33 20. Construction Assistance...............................................................................33 A. Phase III Engineering .................................................................................34 1. Pre-Construction ...........................................................................................34 2. Construction..................................................................................................35 3. Completion with Final Papers.......................................................................38 III. Qualifications............................................................................39 A. Civiltech Engineering's Unique Qualifications ........................................39 B. Representative Project Experience...........................................................40 C. Project Staff Qualifications........................................................................40 Village of Oak Brook I April 28,2017 N North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois 1. Proposed Phase I Staffing ............................................................................41 2. Proposed Phase II Staffing ...........................................................................42 3. Proposed Phase III Staffing ..........................................................................43 B. Proposed Sub-Consultants .......................................................................44 1. Proposed Phase I Subconsultants...............................................................44 2. Proposed Phase II Subconsultants..............................................................44 3. Proposed Phase III Subconsultants.............................................................44 IV. Anticipated Project Schedule ..................................................45 V. Cost Estimate of Consultant Services ....................................45 Village of Oak Brook I April 28,2017 Civiltech Engineering,Inc. Two Pierce Place,Suite 11 .t 630.773.3900 ht North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois Proposal to Furnish Phase I, Phase II and Phase III Engineering Services Village of Oak Brook, Illinois I April 28, 2017 I. Project Understanding and Approach An improvement at the intersection of North York Road and Harger Road has been in the planning stages at the Village of Oak Brook for a number of years. In 2016,the improvement was awarded federal Surface Transportation Program (STP)funding for Construction and Construction Engineering through the DuPage Mayors and Managers Conference (DMMC) process for the Fiscal Year 2017-2022 program. This project will need to adhere to Federal-aid procedures. A Federal-aid highway project is completed in three-phases. Phase I includes preliminary concept engineering,environmental analyses and public involvement. Once these activities are complete and Design Approval is received,the project moves into Phase 11,which is the preparation of contract plans and specifications for bidding. Phase III commences once the project is awarded to a contractor, and involves construction layout, inspection and documentation. Since there are no federal dollars in the Phase I and Phase II Engineering portions of this project,these two phases can overlap schedule-wise, i.e., Phase II can commence prior to receiving Phase I Design Approval. This typically results in a significant reduction in the overall project schedule. Phase III is the construction phase,for which Civiltech would provide construction layout, documentation and inspections services,and would serve as the liaison between the selected contractor and the Village of Oak Brook. By agreement with the Federal Highway Administration (FHWA), Federal- aid projects on routes under local agency jurisdiction are processed through IDOT's Bureau of Local Roads and Streets. A proposed intersection concept plan is shown on Exhibit A. The project will result in the following improvements: • Improved Access to Westbound 1-88:The proposed improvement will modify the existing right- in/right-out configuration on the west leg of the North York Road/Harger Road intersection to provide full-access and install a new traffic signal. The project will allow northbound North York motorists to turn left onto Harger Road thus providing access to the westbound 1-88 entrance ramp from the south on York Road. The Village predicts substantial corporate redevelopment in Village of Oak Brook I April 28,2017 Page 1 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois the areas surrounding the intersection of North York Road and 22nd Street located to the south of the study area. This improvement will provide a route to reach westbound 1-88 that is an alternative to the westbound 1-88 access at the 22nd Street/Spring Road intersection,which is highly congested during peak commuting hours. • Removal of Adverse Travel Distance through Roosevelt Road Cloverleaf:Currently,some motorists destined to westbound 1-88 from the south on North York Road continue north to Illinois Route 38 to use the northbound to westbound and then westbound to southbound loop ramps in order to travel south on North York Road and ultimately west on Harger Road to the I- 88 entrance ramp. This circuitous route amounts to an additional 1.1 miles of travel distance. • Removal of Adverse Travel Distance through York Road Jug Handle:The proposed improvement will also allow eastbound Harger Road motorists to turn left onto North York Road. In order to accomplish this movement under current conditions, it is necessary for motorists to turn right to head south on North York Road and use the jug handle at the Wood Glen Lane intersection,and then turn left to head back north. Recent counts indicate that approximately 120 southbound North York Road motorists use the jug handle at Wood Glen Lane to head back north on North York Road during the P.M. peak hour. This circuitous route amounts to an additional 0.4 miles of travel distance. • Elimination of a Stop Sign for a Heavy Traffic Movement:The proposed improvement will also realign the west leg of the Harger Road/Timber Edge Drive intersection so that Harger Road becomes the east-west through movement. Timber Edge Drive would "tee" into realigned Harger Road. In existing conditions, motorists heading west on Harger Road away from the North York Road intersection must stop at the"tee" intersection with Timber Edge Drive. The overwhelmingly predominant movements at this intersection are between the existing south and the east legs. Most of the turn movements between the east and the north legs have less than 5 vehicles,and no more than 20 vehicles. The proposed improvement will remove the stop-sign induced delay for the 560 vehicles which currently make the westbound to southbound left turn movement during the P.M. peak hour. In addition to the Village of Oak Brook,who owns and maintains both Harger Road and North York Road south of Harger Road,there are three other primary jurisdictional agencies that will play a part in this project as follows. Village of Oak Brook I April 28,2017 Page 2 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase 11 and Phase III Engineering Services Village of Oak Brook,Illinois • Illinois Department of Transportation. As stated above, IDOT's Bureau of Local Roads and Streets(BLRS)will administer the project due the use of Federal-aid dollars in construction. in addition,since the north leg of the North York Road/Harger Road is under Mors jurisdiction, IDOT's Geometrics,Traffic,Environmental,and Drainage groups will also review the portion of the project that affects the State highway system. On March 21, 2017,Civiltech and the Village met with IDOT's BLRS and the above listed groups to scope the project. Meeting minutes are available under separate cover. • Illinois Tollway. North York Road passes over 1-88,an Illinois Tollway route,on a structure just south of the Harger Road intersection. By agreement with the Village,the Tollway owns and maintains the substructure of that bridge,while the Village owns and maintains the deck. The deck currently provides two through lanes in each direction separated by a narrow 4-foot median, and thus there is not enough width for a northbound North York Road to westbound Harger Road left turn lane of desirable length. Coincidentally,the Tollway is currently in the design stages for a widening project on 1-88. That project requires the reconstruction of the North York Road structure to move piers out of the way. The Village and the Tollway have recently coordinated to ensure that when the bridge is reconstructed,the deck is designed to provide the needed northbound to westbound left turn lane. The Tollway anticipates that the I- 88 project including the bridge will occur in 2018. The Village currently anticipates the construction of the intersection project in 2020. Based on the most recent status set of design plans for the Tollway's bridge project,the pavement north of the structure up to the south radius returns of the Harger Road intersection will be reconstructed in order to provide the appropriate approach pavement structure and lane transitions back to the existing North York Road pavement width. The Phase I geometric concept plans will therefore tie into the Tollway's design plans. Follow-up survey to identify the as-built condition will be completed during Phase II engineering for the intersection improvement. • Forest Preserve District of DuPage County. The Salt Creek Greenway Trail is part of an intergovernmental effort by the Forest Preserve District, DuPage County, and several park districts and municipalities. It passes on a separate structure over 1-88 to the immediate west of the North York Road structure,as can be seen on Exhibit A. It currently crosses Harger Road on the east leg of the Tollway entrance ramp intersection. It then enters York Woods Forest Preserve,a FPDDC facility, located to the north and west of the intersection project, before continuing to the north. Preliminary concepts developed by Civiltech for the Village show the at-grade crossing being moved to the west leg of the ramp intersection. As part of the intersection improvement project,the Village is hopeful that a pedestrian tunnel under relocated Harger Road can be feasibly constructed. The trail itself would then enter York Village of Oak Brook I April 28,2017 Page 3 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois Woods along its eastern border after crossing the very-low volume Timber Edge Drive. It would connect to the existing trail that borders the parking lot and require work within the forest preserve. Preliminary investigations conducted by Civiltech,with Village staff,during the funding application process,found that this may be challenging due to the necessary grades and tunnel design. The Phase I portion of the intersection project will further investigate the feasibility. If it is deemed feasible,this scope includes the following"as necessary"scope items: • Preparation and submittal of an STP/TCM application for federal funding through the DuPage Mayors and Managers Conference in the Summer of 2017. • Additional geometric plan and profile work. • Additional drainage/hydraulic analyses. • A structure geotechnical report. • A structure Type,Size and Location (TS&L) drawing. • A tree type,size and condition survey. • A Section 4(f) evaluation (for impacts to Forest Preserve). • In Phase II, preparation of structural design plans. A. Phase I Engineering The Phase I Engineering Study for this project will include environmental and location-design studies needed to develop and refine feasible alternatives for the intersection improvement,evaluate costs and impacts,and undertake coordination with jurisdictional agencies and the public. The primary objective of the Phase I Engineering Study is to develop a conceptual improvement plan which provides the desired level of traffic safety and operation, minimizes impacts to adjacent properties and which fulfills all of the requirements for processing and funding of this project by the Village of Oak Brook,the Illinois Department of Transportation (IDOT) and the Federal Highway Administration (FHWA). All of the reports and documents that are prepared as part of the Phase I study will follow IDOT criteria and formats. The Scope of Services assumes that the improvement will be processed as a Federal- Approved Categorical Exclusion, including the preparation of a Project Development Report(PDR). B. Phase II Engineering Following are some of the key elements of our proposed Phase II Engineering process. Establish Preliminary Design Parameters Civiltech has a successful history of identifying critical design elements up front during the Preliminary design stage in order to produce accurate scope of work and budget information that carries through the pre-final and final design stages of the project. We have extensive experience in completing these Village of Oak Brook I April 28,2017 Page 4 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois types of combined Phase I and Phase II projects for our municipal clients. Our initial task will involve working together between our teams to establish the base design parameters for the various elements that will be included in the improvements.We will work with the Village to establish these design parameters that will be documented and used as we proceed concurrently with the development of the Phase I Engineering Study and the detailed Phase II Engineering Design documents: • Documentation of Existing Conditions and Need for Improvement • Documentation of Design Standards and Specifications • Geotechnical Analysis and CCDD Compliance • Pavement Design and Roadway Typical Section • Preliminary Geometric Design • Drainage Design and Best Management Practice(BMP)Approach • Identification and Evaluation of Problematic Drainage Areas • Condition and Capacity of Existing Storm Water Systems • Public Utility Inventory Investigation, Rehabilitation,Replacement Strategies • Private Utility Conflict Assessment • Tree Protection, Preservation and Replacement • Construction Staging and Maintenance of Traffic Access • Project Right-of-Way and Easement Requirements • Project Permitting Requirements and Documentation • Preliminary Project Quantities and Cost Estimate • Preliminary Estimate of Construction Time • Public Involvement Plan (Residents and other Stakeholders) • Specific Village and Public Project Concerns and Commitments Maintenance of Traffic and Staging A key design and construction issue that must be resolved will be the need to provide an efficient construction work zone while minimizing tree impacts and maintaining traffic in a tightly constrained area.The narrow roadway corridor combined with high traffic volumes will require thoughtful consideration of options for staging and maintaining access to the Tollway and adjoining properties. If the work zone is too constrained, safety problems,construction delays and increased construction costs will result. Decisions regarding construction staging and maintenance of traffic will be made with a complete understanding of the operational characteristics of the intersection and the adjacent properties in efforts to minimize the impact to stakeholders which include the Tollway, Forest Preserve, residents,commercial businesses,schools and churches, and local service providers. We will develop Village of Oak Brook I April 28,2017 Page 5 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase 1,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois alternative options for the construction staging, and seek Village input and concurrence as part of the process. Project Budget Controls Our designers recognize the importance to design to our client's budgets,and we maintain a constant awareness of the status of project costs from the beginning to end of every project.Agencies are tasked with completing projects with limited funding,and scope changes that could potentially increase project costs will always be recognized and immediately communicated with the Village.Although this is important on every project we complete,a recent example is Civiltech's work for the Illinois Tollway. The Tollway's$14 billion "Move Illinois" program is in the process of moving forward,and Civiltech was selected for a key design role on the Elgin O'Hare expressway. Our directive was to complete our work in a manner that"designed to budget". Our ability to successfully complete this task on projects of large magnitude demonstrates our ability to successfully manage budgets on projects of all sizes. We propose to complete quantity calculations and an engineer's estimate of cost at all project milestones in order to develop accurate estimates throughout the project design development. All estimating will be completed in accordance with our Quality Control/Quality Assurance Plan. Reviews will include input from our construction engineering staff to ensure that pay item identification is complete and comprehensive.This will result in high quality and accurate project budget management. C. Phase III Engineering The following explains how Civiltech approaches a construction project from beginning to end in order to provide the quality service our clients have come to expect.This expanded scope clearly demonstrates how our team consistently approaches each project to produce exceptional results. As part of our Phase III Engineering services,Civiltech provides: • A Resident Engineer • A Project Manager • Inspectors when needed • A Surveyor when needed Each of these employees are fully-experienced in the administration of the contract work. Our Resident Engineer will act as a liaison between the Village of Oak Brook and the contractor, residents,schools,and any other concerned party.The Project Manager will ensure the quality of our services and facilitate the multiple levels of coordination that are required for complex projects with Village of Oak Brook I April 28,2017 Page 6 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois IDOT involvement. Our Surveyor will be available for initial layout of control points and construction staking verification,and our Resident Engineer is qualified to perform this layout verification as well. Civiltech is capable of providing all of these services with our own forces. The only sub-consultant we propose is needed to perform the Material Quality Assurance testing. We will use Midland Standard Engineering&Testing(MSET)who we have worked with on nearly all of our Federally-funded projects. MSET's qualifications are further detailed later in this proposal. Coordination Our project team excels as liaisons between our clients and the multiple stakeholders of a project. We will coordinate all project issues with the involved parties and relate them back to the Village for your information or approval.We understand that close communication with the Village, residents,schools, Tollway, IDOT,and other involved agencies is of the utmost importance. Our goal will be to preempt any calls to the Village regarding the project,since we would have already been in contact with the inquiring party. We will update the Village on the status of any issues and forward recommendations when needed. Our status updates to the Village will include any major project issues and their effect on the progress schedule. Civiltech will hold progress meetings every week or as often as needed,depending on the amount of project activity.All concern parties will be invited.The contractors will be required to provide and discuss a two week look-ahead schedule.The first portion of the meeting will be devoted to the coordination of project work and schedule between: • All of the concerned participants • The contractor • The IDOT Local Agency Engineer • Village Departments including the Police and Fire Departments,and • All the Village Public Works sections This is an invaluable tool to keep all informed, preempt initial calls to the Village, and keep on track towards a successful completion of the projects. When concerns of the individual parties have been satisfied,they may leave,and we will continue with more in depth project monitoring with the contractor regarding pay items, contract changes,staging, status of submittals,overall schedule,etc.We will work with the contractor to resolve all issues and keep the project moving forward.The actual progress of the project will be closely tracked as it compares with the overall project schedule. If a contractor falls behind,we will investigate and recommend possibilities to get back on schedule. Meeting minutes will be prepared, distributed to the Village of Oak Brook I April 28,2017 Page 7 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois appropriate parties,and filed in the project records. Civiltech's experience with bringing projects to a successful completion through our detailed construction inspection and administration services,as well as thorough coordination, has been proven on many of our past projects. Communication/Public Notification Public notification and communication will be critical for this improvement. Civiltech is committed to keeping all the involved parties fully informed so they know what is upcoming within the project work zone. Proper notification will be accomplished with multiple forms of communication from changeable message signs along the project to informational flyers to what we consider the best communication which is face to face with the residents. It is this personal contact that brought success to our former projects and will solve the coordination and information challenges of this improvement as well.When people understand what needs to happen in front of their homes and how long each activity will last, they can better accommodate the work and still get their business done. We have received many compliments and"thank you's"from satisfied residents who were truly part of the process.The inconvenience of a reconstruction is greatly reduced when the stakeholder is working with us to determine the best solution. Website Civiltech has developed and supported dynamic websites for previous projects,and only if requested we can create one for this project. Of course the most important aspects of the webpage are to: • Announce construction alerts • Announce road closures and detour information • Share other news concerning the project,and • Be able to accept and answer questions regarding the improvement We would keep the site updated with pertinent information and photos. It is an excellent and efficient tool for spreading project status and keeping the public fully informed.We will have a person dedicated to maintaining the website with daily and sometimes more frequent updates regarding the construction status.Visitors to the website will be able to contact our website administrator either over the internet or the provided phone number. We are committed to having a person answer the phone or call back within a very short time.A friendly voice on the end of the line is one of the most calming features of good communications. If the question cannot be answered immediately,our administrator will have the Resident Engineer contact the resident.The phone number of the RE will be given out regardless of whether the question is answered immediately or not.The York/Harger website if requested by the Village of Oak Brook I April 28,2017 Page 8 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase 111 Engineering Services Village of Oak Brook,Illinois Village will be attractive and informative. Most visitors will be satisfied and have their questions answered on the spot through the ample amounts of project information that will be listed. II. Anticipated Scope of Services Following is our proposed scope of services for Phase I (Preliminary),Phase 11 (Design)and Phase III (Construction)Engineering. A. Phase I Engineering 1. Data Collection and Early Coordination This work item will involve kick-off meetings and the collection and review of any available existing information as follows. Data will be inventoried and summarized on maps,charts and the base CAD file as necessary. This item includes the following tasks: a. Attend project kick-off meeting with Village staff to ensure that all issues and concerns will be addressed in the Phase I study. b. Attend project kick-off meeting with IDOT/District 1 staff. Items for discussion at the meeting include design standards, anticipated geometric/traffic reviews and jurisdictional boundaries,data collection from IDOT,coordination with other ongoing studies, project schedule,and anticipated level of environmental processing. c. Attend a project kick-off meeting with Tollway staff to discuss their plans to reconstruct the York Road structure over 1-88,and to discuss geometric modifications at the intersection of Harger Road with the westbound 1-88 entrance ramp. d. Obtain recent digital aerial photography for the study area from stock sources suitable for plotting at a scale of 1"=50'. e. Obtain and review land use,zoning,school district, park district,fire district,and other similar maps and plans from the Village and County GIS departments. f. Obtain right-of-way plans, plats and tax maps; record highway and geotechnical plans; traffic signal timing plans;and historic traffic counts;among other items from the Village and other sources. g. Obtain any traffic studies for developments in the project area that may be in the proposal stage. h. Initiate a Design Stage Utility Locate request through J.U.L.I.E.,and contact all identified public and private utilities to obtain atlases. Village of Oak Brook I April 28,2017 Page 9 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase 1,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois L Conduct at least two general field visits and prepare a comprehensive photo log of the entire project area. j. Prepare a Project Program Information(PPI) Form in accordance with [DOT requirements. k. Prepare and process an Environmental Survey Request(ESR)through the IDOT Bureau of local Roads and Streets (BLRS). This includes obtaining photographs of buildings 40 years and older adjacent to the project area. I. Prepare Initial Coordination Meeting Data Form(BLR 22410) in accordance with IDOT requirements. m. Preparation and submittal of an STP/TCM application for federal funding of the potential pedestrian underpass through the DuPage Mayors and Managers Conference in the Summer of 2017. 2. Field Survey and Preparation of Base CAD File In order to develop accurate construction costs and limits of any necessary easements or right-of- way,a complete design topographic survey will be conducted as part of the Phase I study. This survey will include topographic information,cross sections on 50-foot stations,and a drainage and utility survey. Cross sections will also be taken at all intersecting side streets and driveways to aid in the final design. The survey will extend south along the existing North York Road bridge over 1-88 to the approximate centerline of 1-88. As noted above, it is anticipated that the Tollway will reconstruct this bridge in 2018. As part of the Phase Il engineering scope,supplemental survey will obtained to define the as- built condition of the proposed bridge reconstruction. This work item will also include inputting topographic information into a computer-aided design (CAD)workstation. Civiltech will prepare base sheets which will include identification and plotting of all existing utilities within the project limits. Existing cross section information would be generated from the survey data and plotted on cross section sheets to aid in the review of the existing roadway profile and completion of the drainage analysis. We propose to use Jorgensen &Associates, Inc. (Jorgensen)as a subconsultant to perform the topographic survey services. This item includes time for Civiltech coordination with the sub- consultant. A scope of services and fee estimate for Jorgensen's services is contained in Attachment E. Village of Oak Brook I April 28,2017 Page 10 of 46 North York Road/Harper Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois 3. Crash Analyses In order to satisfy IDOT and FHWA requirements, it will be necessary to gather and review crash data for the study area to determine the existence of any safety hazards. It is anticipated that the analysis will need to be updated one time before design approval as new statistics are released. This work item will include the following tasks: a. Collect 5 years of vehicle crash data from the Village of Oak Brook and IDOT. b. Tabulate data and prepare collision diagrams. c. Evaluate safety improvement needs, identify countermeasures,and write crash analysis that will be included in the PDR. 4. Traffic Analyses As part of the FY 2017-2022 STP Application process through the DuPage Mayors and Managers Conference (DMMC), Civiltech prepared a detailed traffic reassignment analysis to estimate the volume of traffic that would be attracted to the new northbound to westbound and eastbound to northbound left turn movements at the North York Road/Harger Road intersection. The reassignment and projection analyses were coordinated with the Chicago Metropolitan Agency for Planning(CMAP). In July of 2016,CMAP concurred with the resulting 2040 design year projections under the proposed improvement scenario. As part of the Phase I Study,a weekday peak hour turning movement count will be performed at the subject intersection in order to validate the counts used as part of the 2016 STP application. It is assumed that the counts will be validated and that the reassignment analysis will be satisfactory for use in the traffic analyses for the Phase I study. Per IDOT's latest comments on the proposed concept plan (dated June 16, 2014)and discussions at the recent kick-off meeting, an Intersection Design Study(IDS) meeting IDOT standards will be necessary at the intersection of North York Road and Harger Road. In addition, IDOT has requested that the new traffic signal at York and Harger Roads be interconnected with the IDOT system north of Roosevelt Road. The traffic analyses work item will include: a. Collect 24 hours'worth of turning movement videos using a Miovision Scout video camera at the intersection of North York Road and Harger Road. b. Process two morning and two evening peak hours to validate the counts performed in 2016. Village of Oak Brook I April 28,2017 Page 11 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase 111 Engineering Services Village of Oak Brook,Illinois c. Perform weekday morning and evening peak hour capacity analyses at the following three intersections using HCS 2010 software for existing conditions. L North York Road and Harger Road ii. Harger Road and Timber Edge Drive iii. Harger Road and Westbound 1-88 Entrance Ramp d. Perform weekday morning and evening peak hour capacity analyses at the following three intersections using HCS 2010 software for 2040 design year conditions. L North York Road and Harger Road ii. Harger Road and Timber Edge Drive iii. Harger Road and Westbound 1-88 Entrance Ramp e. Evaluate vehicle storage needs as necessary. f. Prepare a Draft Intersection Design Study(IDS)for the intersection of North York Road and Harger Road and submit to the Village for review. g. Revise the Draft IDS based on Village comments and submit to IDOT/District 1 for review. h. Revise the Draft IDS based on two cycles of IDOT/District 1 comments and include in the Draft Project Development Report(PDR). 5. Geometric Studies This item will be the preparation of 50-scale plan and profile sheets showing detailed geometrics for the proposed intersection improvement. The plan and profile sheets will be used for construction cost estimating purposes, right-of-way/easement needs,and for evaluation of drainage patterns. As noted above, it is anticipated that the Tollway will reconstruct this bridge in 2018. Based on a review of the concept plans for the Tollway's bridge reconstruction, it is anticipated that the limits of the bridge project will extend north of the bridge along North York Road up to the existing southerly radius returns of the Harger Road intersection. The Phase I geometrics will tie into the northern limits of the Tollway's bridge plans. Also included in this item is an evaluation to determine if the construction of a tunnel beneath Harger Road to bring the Salt Creek Greenway Trail directly into York Woods is feasible. This will require vertical profile and horizontal alignment analyses on both the trail and the realigned Harger Road leg of the intersection. If the underpass is determined to be feasible, it will be incorporated into the geometric plan and profile sheets for the intersection project. This item is comprised of the following tasks. a. Prepare detailed horizontal geometrics on topographic base sheets. b. Perform Autoturn analyses and prepare exhibits as necessary. Village of Oak Brook I April 28,2017 Page 12 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase 11 and Phase III Engineering Services Village of Oak Brook,Illinois c. Define vertical roadway geometrics. d. Develop proposed cross-sections for easement/right-of-way and drainage purposes. e. Perform a roadside barrier warrant analysis. f. Investigate the feasibility of tunneling the Salt Creek Greenway Trail beneath Harger Road. g. If feasible, incorporate the tunnel plans into the geometric plan and profile sheets. h. Prepare a disposition of the IDOT comments dated June 16,2014. L Prepare a preliminary geometrics review package including traffic and crash data and submit to the Village for review. j. Refine horizontal and vertical geometrics based upon Village review and send review package (with the disposition of previous comments)to IDOT for Geometric Studies Unit (GSU) review. k. Revise geometrics based on GSU review and include sheets in the PDR. 6. Subsurface Soils and Pavement Investigations A factor which often contributes to project cost increases during the implementation of an improvement is the inaccuracy of cost estimates for pavement rehabilitation and treatment of unsuitable subgrade soils. We propose to use Midland Standard Engineering&Testing, Inc. (MSET) as a subconsultant to perform pavement coring and highway/structure soils surveys for this project. A copy of MSET's scope of services and fee estimate is included in Attachment E. Eight soil borings and nine pavement cores are anticipated. MSET will prepare a Roadway Geotechnical Report (RGR)which will summarize the analyses and will contain recommendations for areas which may require additional subgrade treatment. Based on the findings, Civiltech will perform a pavement design analysis which will determine the most effective pavement structure in the design year(based upon a 20-year design life). The improvement may require the reconstruction of one retaining wall on the northwest quadrant of the intersection. MSET will also perform three structure soil borings and will prepare a Structure Geotechnical Report (SGR)summarizing the analyses and findings. Based on the findings, Civiltech will perform preliminary structural analyses as outlined in Item 12. If necessary,two more structure borings will be performed in the location of the potential trail underpass and another Structure Geotechnical Report(SGR)will be prepared. 7. Preliminary Environmental Site Assessment We propose to use Stuedemann Environmental Consulting, LLC(SEC) as a sub-consultant to perform the PESA for this project. A PESA is required to identify areas with Recognized Village of Oak Brook I April 28,2017 Page 13 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois Environmental Conditions(REC's)and de minimis conditions that may exist from current or past uses of properties within the project corridor. The PESA will be performed in accordance with the specific methods presented in "A Manual for Conducting Preliminary Environmental Site Assessments for Illinois Department of Transportation Highway Projects" (Erdmann et al., 1996, and revisions in preparation). SEC will prepare a comprehensive PESA Report summarizing information obtained. This item includes time for Civiltech coordination with the sub-consultant. SEC's scope and fee estimate is provided in Attachment E. 8. Wetland Delineations and Impact Evaluations We proposed to use Stuedemann Environmental Consulting, LLC(SEC)to perform these services. SEC has performed a preliminary investigation and understands that regulated wetlands and/or waters are located within the Project Corridor. SEC proposes to conduct investigations of all potential wetlands and waters within the Project Corridor.These investigations include an off-site records/document review followed by an on-site investigation. SEC will flag all wetlands and "Waters of the U.S." (WOUS)within the project corridor and will estimate the location of adjacent wetlands within 100 feet of the corridor per Village and County requirements. SEC will coordinate with Civiltech and their surveyors to ensure that all wetland and soil pit flags are surveyed. SEC will prepare a Wetland Delineation Report for all areas within the Project Corridor in accordance with U.S.Army Corps of Engineers, IDOT,IDNR,County and Village standards and will provide to Civiltech in PDF format for review and distribution. SEC will assist Civiltech in preparing,finalizing,and submitting NEPA related documentation with regard to biological and wetland IDOT review and clearance. For areas within,adjoining, and adjacent to the Project Corridor,SEC proposes to prepare the preliminary Section 7 consultation memorandum to the U.S. Fish and Wildlife Service(USFWS)for identification of federally listed endangered and threatened species habitats. As part of this task,SEC will also work closely with Civiltech to obtain IDOT's TREC Report,complete IDOT's Wetland Impact Evaluation (WIE)submittal, and complete the(DOT's Environmental Survey Request(ESR)submittal for IDOT clearance. SEC will submit the Wetland Delineation Report to the Village for preliminary jurisdictional determination (PJD)and boundary verification (BV)of Waters of DuPage and will also submit the Wetland Delineation Report to the USACE for concurrence and jurisdictional determination of WOUS, including wetlands. SEC will schedule and attend on-site pre-application meetings with the USACE,the Village, and Civiltech as needed. Village of Oak Brook I April 28,2017 Page 14 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase 1,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois In addition,a tree type,size and condition survey will be completed for the areas in which tree removals might be necessary. This item includes time for Civiltech coordination with the sub-consultant. SEC's scope and fee estimate is provided in Attachment E. 9. Location Drainage Study Based on the scoping meeting with IDOT staff a full IDOT format Location Drainage Study(LDS)will be prepared for the proposed improvement in accordance with IDOT,Village, and the DuPage County Countywide Stormwater& Floodplain Ordinance design criteria. The LDS will include an Existing Drainage Plan and Proposed Drainage Plan,as well as all the required exhibits and evaluations to meet IDOT's requirements. The need for stormwater detention will also be evaluated. The Village of Oak Brook is a full waiver community within DuPage County,and thus we will hold meetings with the Village to ensure the proposed drainage plan meets local stormwater requirements for stormwater detention and best management practices set forth by the Village and DuPage County. The following tasks will be performed as part of this work item. a. Existing Drainage Plan i. Prepare General Location Drainage Map. ii. Obtain contour mapping of study area. iii. Develop watershed divides and identify drainage features. iv. Identify outlets and determine interpreted divides. V. Determine base floodplains (includes datum correlation). vi. Perform field reconnaissance of existing drainage structures. vii. Develop preliminary Existing Drainage Plan. viii. Submit Existing Drainage Plan to Village and MOT for review. ix. Meet with local officials to identify existing drainage problems. X. Meet with IDOT to discuss comments on Existing Drainage Plan. A. Prepare and submit Pre-Final Existing Drainage Plan to Village and IDOT for review. xii. Prepare and submit Final Existing Drainage Plan and submit to Village and IDOT for approval. Village of Oak Brook I April 28,2017 Page 15 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois b. Proposed Drainage Plan i. Determine existing and proposed runoff coefficients. ii. Identify and quantify flood plain encroachments. iii. Identify R.O.W. requirements for ditches,drainage outlets,and detention facilities. iv. Prepare Draft Concept Proposed Drainage Plan and submit to Village and IDOT for review. V. Meet with Village and/or IDOT to discuss comments on the Concept Proposed Drainage Plan. Vi. Meet with local officials to discuss Concept Proposed Drainage Plan. vii. Develop stormwater detention plan. viii. Develop preliminary storm sewer sizing. ix. Prepare and submit Proposed Drainage Plan to Village and IDOT for review. X. Meet with IDOT to discuss comments on Proposed Drainage Plan. xi. Prepare and submit Pre-Final Proposed Drainage Plan to Village and IDOT for review. xii. Prepare and submit Final Proposed Drainage Plan to Village and IDOT for approval. c. Location Drainage Study I. Prepare text for Draft LDS. ii. Develop exhibits for Draft LDS. iii. Compile calculations for Draft LDS. iv. Submit Draft LDS to Village and IDOT for review. V. Revise Draft LDS and prepare Pre-Final LDS. A. Revise Pre-Final LDS and prepare Final LDS for approval. 10. Section 4(f) Evaluation and Documentation (if necessary) The proposed improvement may involve a temporary grading easement and/or a bicycle path access enhancement at the driveway access to the York Woods Forest Preserve off of Harger Road. Since the forest preserve is a publicly-owned recreational facility,Section 4(f)coordination will be required. It is anticipated that the recreational facility impacts will be found to be minor or have a positive impact,and that a de minimis finding would occur. Therefore, it is assumed that the Section 4(f) Evaluation will consist of preparing the necessary documentation to result in a de minimis finding. Furthermore, if the trail underpass becomes feasible, a trail connection will enter forest preserve property off of Timber Edge Drive. This,too,would require the preparation of a Section 4(f)evaluation,and would also likely be considered de minimis. This documentation would include the following items: Village of Oak Brook I April 28,2017 Page 16 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase 1,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois a. Complete checklist and appendices. b. Prepare 4(f) exhibits. c. Address any public comments. d. Prepare materials for Forest Preserve District of DuPage County(FPDDC) review. e. One meeting with FPDCC. f. Provide draft letter to FPDDC for their signature. g. Submit documentation to IDOT/FHWA for approval. 11.Traffic Noise Analysis (if necessary) There is the potential for the through lanes of travel to be moved closer to sensitive receptors, therefore it is necessary to determine if highway noise impacts will be created by the proposed improvement and, if so,to determine if it is feasible and reasonable to mitigate those impacts. In order to make those determinations,this work item will include the following tasks: a. Conduct field measurements to quantify the level of existing highway noise at sensitive receptors. b. Predict existing highway noise levels at sensitive receptors using the FHWA Traffic Noise Model(TNM 2.5). c. Perform highway noise analysis for 2040 No-Action Alternative. d. Perform a full 2040 analysis using TNM for the preferred improvement. e. Identify highway noise impacts and consider various abatement measures. f. Evaluate the feasibility of noise barriers. g. Evaluate the noise reduction design goal and cost reasonableness of the noise barrier. Noise walls may be feasible and reasonable on a noise reduction basis for two common noise environments within the project area, but from Civiltech Engineering's experience, we believe the noise walls will not be reasonable on a cost-evaluation basis. Therefore, no noise meetings have been included in the scope. h. Prepare Traffic Noise Analysis Technical Memorandum including exhibits and tables for the preferred alternative and submit for review and comment to IDOT and the Village of Oak Brook.Submittals will include hard copies and well as electronic files. L Revise Technical Memorandum up to two times, if necessary. j. Incorporate results into Project Development Report. k. Transmit noise analysis results to local officials. Village of Oak Brook I April 28,2017 Page 17 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois 12. Structural Studies (if necessary) The following tasks are anticipated to be performed as part of this work item. a. Due to the need to provide a shelf for a potential path along the west side of North York Road north of Harger Road, in compliance with IDOT's Complete Streets policy,an existing retaining wall may need to be removed and replaced in a location approximately 8 to 10 feet west of its existing location. Investigations discussed elsewhere in this scope will determine if the retaining wall is necessary. At this time, it is assumed that the proposed wall will measure 10-ft or more from the top of the retained surface to the bottom of the foundation or fascia wall and therefore require the preparation of a Type Size&Location (TSL)drawing per Mors BLRS Manual.A construction cost estimate will be prepared for the proposed retaining wall. If the topographic survey and geometric design finds that the wall will be less than this height,this item will not be necessary as part of Phase 1. b. The Salt Creek Greenway Trail may cross under Harger Road through a pedestrian underpass.The proposed pedestrian underpass is anticipated to be a cast-in-place (CIP) concrete three-sided structure with cast-in-place wingwalls/retaining walls at each corner of the underpass. Color stained formlined surface is anticipated for the exposed surfaces of the wingwalls. Work will include the preparation of a Type Size&Location (TSL)plan as part of the Phase I engineering study.The following tasks will be completed for this item: • Preparation of TS&L drawings. • Preparation of BLR form 10210(Preliminary Bridge Design and Hydraulic Report). • Preparation of a construction cost estimate for the underpass. • Attend TS&L review meeting with the Village and IDOT. 13. Draft Project Development Report It is anticipated that the results of the environmental process will be a determination that the proposed improvement will in fact cause no significant environmental impacts and thus would meet Categorical Exclusion(CE) requirements. It is anticipated that this project will be a Federal Approved CE, and therefore this work task will involve integration of project data and engineering studies into a Draft Project Development Report that meets requirements as contained in BLR Form 22210. Specifically this work item will include the following: a. Prepare report exhibits, including a location map,a land use exhibit,a maintenance of traffic (MOT)exhibit, and existing and proposed typical sections exhibits. b. Prepare a detailed construction cost estimate for proposed improvements. Up to two revisions are included in this item. Village of Oak Brook I April 28,2017 Page 18 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase 1,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois c. Write,proofread and edit the Draft PDR. d. Print, bind and deliver Draft PDR to the Village for review. e. Revise Draft PDR based on Village comments. f. Print, bind and deliver Draft PDR to IDOT for review. g. Attend review meeting with IDOT and Village if required. Write minutes. 14.Agency Coordination The efficiency and timeliness of executing a project can hinge on the level and frequency of coordination with applicable jurisdictional agencies. In order to avoid delays and costly multiple design revisions,we believe it will be helpful to meet several times with the Village and/or[DOT to review design issues,environmental impact findings and the project's overall progress. All meetings will include preparation of an agenda, meeting attendance,and preparation of meeting minutes. Kick-off meetings with the Village and IDOT are covered in Item 1. The following meetings are anticipated: a. One FHWA/IDOT/Local Agency meeting. b. One meeting with the Forest Preserve District of DuPage County(included in Section 4(f) item). c. One meeting with the Illinois Tollway. d. Two additional meetings with the Village. These may occur via phone. 15. Public Involvement The purpose of the public involvement process is to promote a proactive and responsive approach that seeks the input of all concerned stakeholders early and often,and that provides for appropriate input at key points in the project decision making process. We propose that an open-house style Public Information Meeting(PIM)should be held once all existing conditions data is collected and analyzed to introduce the project to the public. Later in the project,once the Draft Project Development report is reviewed by IDOT,we propose that a Public Hearing(PH)should be held to present the proposed improvement. While we do not anticipate that there will be substantial negative public interest, or substantial social,economic or environmental effects,the addition of turn movements(changing the access) may represent a change in the function of the roadways. In addition,there is the potential for Section 4(f) involvement. We believe it is in the Village's best interest to reach out to the public when a proposed improvement is finalized. Village of Oak Brook I April 28,2017 Page 19 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase 11 and Phase III Engineering Services Village of Oak Brook,Illinois Both the Public Information Meeting and the Public Hearing will be Open-House style,with exhibits on display for the public to review and ask questions of Village and Consultant staff in a one-on-one setting. Following are the specific public involvement tasks that are anticipated: Public Information Meeting a. Selection of and coordination with venue. b. Preparation of public meeting newspaper advertisements. c. Preparation of draft text for an invitation letter to be mailed by the Village to property owners adjacent to or near the project. d. Preparation of public meeting brochure,comment forms and sign-in sheets. e. Preparation of public meeting exhibits. f. Dry run with Village staff. g. Revisions to presentation materials based on dry run. h. Attendance at public meeting. L Preparation of meeting summary and disposition of comments. Public Hearing a. Selection of and coordination with venue. b. Preparation of public meeting newspaper advertisements. c. Preparation of draft text for an invitation letter to be mailed by the Village to property owners adjacent to or near the project. d. Preparation of public meeting brochure,comment forms and sign-in sheets. e. Preparation of public meeting exhibits. f. Dry run with Village staff. g. Revisions to presentation materials based on dry run. h. Attendance at public meeting. L Preparation of transcript(by court reporter) j. Preparation of meeting summary and disposition of comments. 16. Final Project Development Report Based on the outcome of the draft report review and agency input,the final Project Development Report will be prepared and printed. Design Approval would be requested from IDOT.This work item will include the following tasks: a. Revise Draft PDR exhibits. b. Revise construction cost estimate for proposed improvements. Village of Oak Brook I April 28,2017 Page 20 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois C. Revise Draft PDR report, proofread and edit. d. Print, bind and deliver Final PDR Report. 17. Supervision, Administration and Project Coordination This item is comprised of project setup, monthly invoicing and preparation of status reports, quarterly client coordination meetings as needed and in-house coordination meetings.This item also includes implementation of Civiltech's quality control/quality assurance in-house review process. B. Phase 11 Engineering 1. Project Kick-Off Meeting We will meet with the Village of Oak Brook to further discuss the Phase I work performed to date, project requirements,schedule,and coordination with IDOT and any others involved with the project.Since the project will use Federal funds,coordination with IDOT's Bureau of Local Roads and Streets will be required.An initial kick-off meeting will be held with IDOT prior to starting Phase II Design Engineering.This meeting will ensure that IDOT concurs with the scope of the improvements and the proposed schedule. We will also confirm the revised IDOT PPI Form data to coordinate the Target Letting Date; Revised Construction Cost;and assigned Project Number for construction. 2. Coordination with Phase I Project Development Report The Project Manager and Design Engineers will review the approved Phase I project report in detail to ensure that the design of the proposed improvements is in accordance with the report. Furthermore,the report will be reviewed to ensure that any commitments made during the Phase I stage of the project are followed through during Phase 11 Engineering. 3. Data Collection and Review This work item will include obtaining and reviewing record information such as existing geotechnical reports, aerial photography,contour mapping,and other available data such as existing plans and utility atlases. This item will also include collecting non-municipal utility atlases and right-of-way data. Much of this information was obtained during the Phase I stages of the project, however it will need to be verified and/or updated during Phase II. Village of Oak Brook I April 28,2017 Page 21 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase 111 Engineering Services Village of Oak Brook,Illinois 4. Field Survey and Base Sheet Development In order to develop accurate construction costs a complete design topographic survey will be conducted during the Phase I portion of this project. Follow-up survey is proposed during Phase II engineering to revise the previously-collected topography to account for the new Tollway bridge work which will potentially be completed by this point. We propose to use Jorgensen&Associates, Inc. (Jorgensen) as a subconsultant to perform the follow-up topographic survey services. This item includes time for Civiltech coordination with the sub-consultant. A scope of services and fee estimate for Jorgensen's services is contained in Attachment E. Once Phase II begins,we will perform a "plan-in-hand"field check of the project site to verify the completeness and accuracy of the survey. We will also complete a more detailed photo- documentation of the site and prepare a detailed inventory of existing signage and any other topographic features which may impact or be impacted by the proposed design. 5. Geometric Studies Concurrently and in coordination with the Phase I Engineering Study,a preliminary investigation of the proposed intersection improvements and potential Salt Creek Greenway Trail tunnel crossing will be completed to determine the appropriate location for the underpass and the associated roadway improvements. Based upon the preliminary geometrics, horizontal geometrics will be completed for the proposed alignment of the bike path. Geometrics will need to satisfy the DuPage County Forest Preserve District,Oak Brook,Tollway,American Association of State Highway Transportation Officials(AASHTO) and IDOT design criteria or,where not feasible,justifications for design deviations will be developed. 6. Subsurface Soils and Pavement Investigation Concurrently and in coordination with the Phase I Engineering Study, pavement cores and soil borings for the project will be obtained to aid in the development of the appropriate pavement design for both North York Road and Harger Road. Then the results of the geotechnical studies will be incorporated into the construction documents. We propose to use Midland Standard Engineering&Testing, Inc. (MSET)as a subconsultant to perform pavement coring and highway/structure soils surveys for this project. A copy of MSET's scope of services and fee estimate is included in the Phase I section of Attachment E. Village of Oak Brook I April 28,2017 Page 22 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase 11 and Phase III Engineering Services Village of Oak Brook, Illinois 7. Special Waste and CCDD Testing Civiltech will coordinate and provide the required Clean Construction and Demolition Debris(CCDD) evaluation and certification for any uncontaminated construction material that will need to be disposed of off-site. Stuedemann Environmental Consulting, in accordance with current IEPA CCDD regulations,will prepare a materials disposal plan, identify pre-approved CCDD facilities,and complete the appropriate pre-construction permit application forms for material disposal. We don't foresee the need to complete a Preliminary Site Investigation (PSI) because we anticipate the North York Road and Harger Road project to only generate Clean Construction or Demolition Debris (CCDD)materials.Therefore,to comply with Illinois Environmental Protection Agency(IEPA) regulations for CCDD disposal,we will complete the LPC662/663 certification for inclusion in the bidding documents. This item includes time for Civiltech coordination with Stuedemann Environmental Consulting as a subconsultant Civiltech to perform the complete the environmental services for this project.A copy of their scope of services and fee estimate are included in Attachment E. 8. Wetland Permitting and Coordination Wetland delineations will be performed within the North York Road and Harger Road project limits as part of the Phase I study by our subconsultant,Stuedemann Environmental Consulting, Inc. A copy of SEC's proposal is included in the Phase 1 section of Attachment E. It is anticipated that there will be wetlands located within the project corridor limits. The wetland delineation report will be prepared for concurrence and jurisdictional determination of any Waters of the U.S.,including wetlands. Coordination will occur with IDOT for review of the wetland delineation report and the submittal of the Wetland Impact Evaluation forms through the Phase I Engineering Study. Through the Phase II Design Engineering and in accordance with requirements associated with the Oak Brook Village Code, DuPage County, Illinois Department of Transportation(IDOT),and the U.S. Army Corps of Engineers(USACE)Chicago District,we'll complete and prepare the applicable wetland related documents for permit submittals to the Village as a complete waiver community,and to the USACE. 9. Drainage Design, Storm Water Permitting, and Supporting Documentation A formal Location Drainage Study is anticipated as part of this project through the Phase I Engineering Study with an analysis of the existing drainage patterns and proposed improvements. The Location Drainage Study will be used as the starting point for the completion of the detailed Village of Oak Brook I April 28,2017 Page 23 of 46 North York Road/Harper Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois drainage design. The Village of Oak Brook is a full waiver community within DuPage County, and thus we will submit for storm water permitting to the Village to ensure the proposed drainage plan meets local storm water requirements for storm water detention and best management practices set forth by the Village and DuPage County Ordinance. We anticipate the Village to require a full-tabbed (flow chart) permit submittal in accordance with the DuPage County Ordinance. Our plan is to develop preliminary engineering plans for a pre- application meeting with the Village to get their guidance on any special management areas,erosion control,wetland impacts,storm water management, and drainage design elements.We'll need to meet with the Village or their representatives on-site to review the wetland delineation and get concurrence with the limits of any wetlands,that the wetland is a regulatory wetlands,and that there are no other critical wetlands along the corridor.Subsequently,we'll need to request that the USACE issue a Jurisdictional Determination confirming any wetland sites as jurisdictional"waters of the United States". When ready to submit the permit an intake meeting can be scheduled at the Village.The intake meeting will not provide technical review but will make certain that the application is complete. Two copies of the permit application will be provided for the submittal and the permit fees are anticipated to be waived. The approximate permit fees typically include an initial$200 application fee,$1,200 for a small site floodplain,$710 for wetlands,and$360 for riparian (buffer). Fees associated with wetland banks are currently estimated at an amount of approximately$150,000- $180,000 per acre of impact,and while any wetland impacts will likely include a wetland banking fee,the limits of any potential impacts are unknown,and therefore fees have not been included. 10. NPDES Permitting and Documentation The NPDES permit, along with a Storm Water Pollution Prevention Plan(SWPPP),will also be prepared for inclusion in the contract documents for final execution by the successful bidder. Separate permits will be required for each construction contract.All erosion control design will be in accordance with the latest IEPA, IDOT,County,and Village requirements. 11. Review and Confirm Project Right-of-Way Requirements We will review the proposed roadway and bike path alignment and horizontal and vertical geometrics with respect to the existing right-of-way and potential underpass limits.Additionally,the preliminary cross sections will be analyzed in detail by the Phase II design team in order to confirm the proposed right-of-way required.This work will be performed early in the design phase so that Village of Oak Brook I April 28,2017 Page 24 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois the right-of-way acquisition process can begin as soon as possible to ensure that the project remains on schedule. There is only a single parcel with potential right-of-way impacts, permanent easement,and/or a temporary easements within the project limits. We anticipate plats, appraisals, review appraisals, and negotiations to be necessary through the valuation and land acquisition process.All such services shall be performed in accordance with the policies of the Village,and where applicable,the Illinois Department of Transportation Land Acquisition Policies and Procedures Manual and the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act. The preparation of the Plat of Highways and Legal Descriptions will be performed by Jorgensen& Associates, Inc. in accordance with the IDOT Plats of Highway Checklist(a copy of their proposal is included in Attachment E).We will provide Jorgensen electronic copies of the proposed alignment and right-of-way for use in preparing the Plat of Highways and tying down the roadway and path centerline alignments. Civiltech will provide the necessary valuation services.The fees included in the Direct Costs reflect that there will be parcels with differing levels of work required.We propose to use T Engineering Services Ltd.for our review appraisals, and to use Santacruz Associates Ltd. as the negotiator for the land acquisitions. This item also includes work involved with coordination between the Phase II design team and the appraisers and negotiators.This work typically includes providing the appraisers and negotiators with exhibits for use during meetings with the property owner,and providing information regarding the design and potential modifications to the same. However,the design for the relocation of any private property items is NOT included within the scope of this agreement.We will work with the appraisers and negotiators to ensure that all items within the takes or easements that need to be relocated by the property owner are accounted for in the compensation offered to them. 12. Maintenance of Traffic Concept We envision the construction staging and maintenance of traffic as a critical component to be addressed and resolved as part of the preliminary engineering.We will prepare a staging and maintenance of traffic concept memorandum for review and approval by the Village. Construction staging, maintenance of traffic concepts will be agreed to prior to the pre-final plan development which will include work associated with maintaining bicycle and pedestrian access through the corridor.The staging of work over the winter may also be required,and maintenance of the roadways during this period will be coordinated with the Village and IDOT. Village of Oak Brook I April 28,2017 Page 25 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase 1,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois 13. Traffic Signal Installation Plan This project is at the intersection of York Road and Harger Road on the north end of the Village of Oak Brook,just north of 1-88. Harger Road is the west leg of the intersection,while an access road is the east leg. Harger Road also provides access to Timber Edge Drive,York Woods forest preserve, and an entrance ramp onto 1-88. The intersection is currently unsignalized,with the east and west legs operating as right-in/right-out. The proposed improvement will include the installation of a new traffic signal at the intersection of York Road and Harger Road. We will attempt to place the traffic signal poles so as not to interfere with the future shared-use path that may cross the west leg of the intersection. Since there is currently no existing traffic signal at the intersection,a temporary traffic signal will not be needed. IDOT will require the new traffic signal at the intersection to be interconnected to the north,to the existing traffic signal at the intersection of York Road and Brush Hill Road/westbound IL Route 38 ramps. We assume that interconnect to the south along York Road will not be included in this project and plan sheets as follows: • Traffic Signal Installation Plan (1 sheet) • Cable Plan and Sequences (1 sheet) • Schedule of Quantities and Mast Arm Mounted Street Name Signs (1 sheet) • Interconnect Plan—York Road from Wood Glen Road to Harger Road (1 sheet) • Interconnect Schematic—York Road(1 sheet) • IDOT Details (8 sheets) 14. Lighting Design (if necessary) Lighting of the roadway and intersection is not anticipated based on the location of the project. However, based on recent experiences, lighting of the underpasses will be required.We will prepare lighting calculations for the underpass that meet IES standards. We will also attend one meeting with IDOT's Bureau of Electric if necessary. The following plans are anticipated: • Pedestrian Underpass Lighting Plan (1 sheet) • Pedestrian Underpass Lighting Details—Controller, Fixture, Service(3 sheets) 15. Structural Design (if necessary) For the purposes of estimating the effort required to prepare contract plans and specifications for the underpasses and retaining wall,the following assumptions have been made: Village of Oak Brook I April 28,2017 Page 26 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase 111 Engineering Services Village of Oak Brook,Illinois • Retaining walls are anticipated to be either cast-in-place concrete cantilever T-walls or soldier pile walls with cast-in-place concrete facing. • The proposed underpasses and retaining walls will be designed and detailed in accordance with the AASHTO Standard Specifications for Highway Bridge Design,the 2012 IDOT Bridge Manual and the IDOT Standard Specifications for Road and Bridge Construction. • The proposed underpasses will be designed for HL-93 design loading. • Aesthetic treatments for the retaining walls and underpasses will be considered such as form liner surfaces,staining/coloring, protective coating,formed road names,other aesthetic concrete details,and ornamental railings. For Underpass,the flowing assumptions were also made based on the current concept drawing: • The underpasses will be cast-in-place concrete 3-sided structures founded on spread footings and will provide 18-ft clear width and 10-ft min vertical clearance. • Underpass length of approximately 60-ft. • Invert of underpass will be located above water table and gravity drained. • 4 wingwalls(one at each corner)are expected with maximum retained height of 25-ft and lengths of approximately 40-ft. The following plans are anticipated based on the current conceptual drawing: a. Structural Bike Path and Pedestrian Underpass • General Plan and Elevation (1 sheet) • General Notes,Staging Details,and Total Bill of Material (1 sheet) • Underpass Details(2 sheets) • Wingwall&Headwall Details (4 sheets) • Pedestrian Railing&Architectural Details (1 sheet) • Bar Splicer Assembly Details (1 sheet) • Temporary Concrete Barrier Details(1 sheet) • Boring Logs(2 sheet) b. Structural Retaining Wall • General Plan and Elevation (1 sheet) • General Notes and Total Bill of Material (1 sheet) • Typical Wall Sections and Details (1 sheet) • Boring Logs(2 sheets) Village of Oak Brook I April 28,2017 Page 27 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois 16. Preliminary Plans (65%) a. Preliminary Plans will be prepared containing the following drawings: • Cover Sheet and Index of Sheets (1 sheet) • General Notes and List of State and Local Standards(2 sheets) • Existing Typical Sections (1 sheet) • Proposed Typical Sections (1 sheet) • Erosion Control and Landscaping—3 stages 1"=50' (3 sheets) • Roadway Plan and Profile 1"=20' (4 sheets) • Bike Path Plan and Profile 1"=20' ( 1 sheet) • Drainage and Utilities 1"=20' (4 sheets) • Detention Basin Grading Plan and Details 1"=20' (1 sheet) • Detention Basin Planting Plan 1"=50' (1 sheet) • Traffic Signal Installation Plan (1 sheet) • Traffic Signal Cable Plan and Sequences(1 sheet) • Pavement Marking Plan 1"=50' (1 sheet) • Signing Plan 1"=50' (1 sheet) • York and Harger Intersection Grading Plan 1"=10' ( 1 sheet) • York and Timber Edge Drive Intersection Grading Plan 1"=10' ( 1 sheet) • York and 1-88 Entrance Ramp Intersection Grading Plan 1"=10' ( 1 sheet) • Overall Project Grading Plan with Contours 1"=50' (1 sheet) • Roadway Cross Sections(10 sheets) The Preliminary Plan preparation and submittal will serve as a progress submittal for review by the Village staff, in an effort to identify and address any significant design issues prior to completing pre-final plans.We will communicate with the Village and Forest Preserve throughout the design process to resolve any current design issues. In an effort to alert the various utility companies of possible conflicts and to advise them of the overall project schedule,we will submit a utility plan set for their review. It is our intention that this submittal will allow the utility companies to review the plans to determine where additional information is needed concerning the location of their facilities. Utility plan submittals will be coordinated with Village's Utility Coordinator for their records. b. Preliminary Design Review Meeting-We will coordinate a meeting in order to discuss the status of the project with the County and Forest Preserve.The meeting will be scheduled Village of Oak Brook I April 28,2017 Page 28 of 46 CIVILTECH North York Road/Harper Road Intersection Improvement Proposal to Furnish Phase I, Phase II and Phase III Engineering Services Village of Oak Brook, Illinois such that all parties will have had an opportunity to review the preliminary plans and provide comments. c. DuPage County Forest Preserve Coordination—We will coordinate with the Forest Preserve to ensure that the design is consistent with their vision or any master plans for the area. d. Aesthetic Features Coordination Meeting and Conceptual Design-We will coordinate a meeting to discuss the proposed aesthetic features for the proposed underpass and retaining walls with the Village and Forest Preserve. 17. Pre-Final (90%) Plans, Special Provisions and Estimates The development of Pre-Final Contract Plans and documents will proceed throughout the Village's review of the Preliminary Plan Submittal. We will prepare pre-final contract plans based on comments received on the preliminary plans and in accordance with the approved Phase I Report, the applicable sections of the BLRS manual,applicable IDOT Standards and in accordance with current Village standards and practices. We anticipate that the contract plans will contain the following drawings: a. Pre-final Plans • Cover Sheet and Index of Sheets (1 sheet) • General Notes and List of State and Local Standards (2 sheets) • Existing Typical Sections (1 sheet) • Proposed Typical Sections (1 sheet) • Erosion Control and Landscaping-3 stages 1"=50' (3 sheets) • Roadway Plan and Profile 1"=20' (4 sheets) • Bike Path Plan and Profile 1"=20' ( 1 sheet) • Drainage and Utilities 1"=20' (4 sheets) • Detention Basin Grading Plan and Details 1"=20' (1 sheet) • Detention Basin Planting Plan 1"=50' (1 sheet) • Traffic Signal Installation Plan (1 sheet) • Traffic Signal Cable Plan and Sequences (1 sheet) • Traffic Signal Schedule of Quantities and Mast Arm Mounted Street Name Signs (1 sheet) • Traffic Signal Interconnect Plan—York Road from Wood Glen Road to Harger Road (1 sheet) • Traffic Signal Interconnect Schematic—York Road (1 sheet) • Traffic Signal IDOT Standard Details (8 sheets) • Lighting Plan Pedestrian Underpass (1 sheet) Village of Oak Brook I April 28,2017 Page 29 of 46 CIVILTECH North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois • Lighting Details Pedestrian Underpass—Controller, Fixture, Service (3 sheets) • Structural Bike Path and Pedestrian Underpass • General Plan and Elevation (1 sheet) • General Notes, Staging Details, and Total Bill of Material (1 sheet) • Underpass Details (2 sheets) • Wingwall& Headwall Details(8 sheets) • Pedestrian Railing&Architectural Details (1 sheet) • Bar Splicer Assembly Details (1 sheet) • Temporary Concrete Barrier Details (1 sheet) • Boring Logs (2 sheet) • Structural Retaining Wall o General Plan and Elevation (1 sheet) o General Notes and Total Bill of Material (1 sheet) o Typical Wall Sections and Details (1 sheet) o Boring Logs (2 sheets) • Pavement Marking Plan 1"=50' (1 sheet) • Signing Plan 1"=50' (1 sheet) • York and Harger Intersection Grading Plan 1"=10' ( 1 sheet) • York and Timber Edge Drive Intersection Grading Plan 1"=10' ( 1 sheet) • York and 1-88 Entrance Ramp Intersection Grading Plan 1"=10' ( 1 sheet) • Overall Project Grading Plan with Contours 1"=50' (1 sheet) • Roadway Cross Sections (10 sheets) • Project Specific Construction Details (4 sheets) • Architectural Details for Underpass and Retaining Walls (1 sheet) • Village and IDOT Standard Construction Details (10 sheets) We estimate that the contract plans will contain a total of 89 sheets. The cross sections will be prepared at 50-foot intervals and will include full sections at intersections of streets, high and low points along the roadway profile, beginning of project, and end of project limits. Half width cross sections will be prepared at driveways and access points.This work will be in accordance with Lake County Division of Transportation Plan Preparation Guidelines. The goal with the design of the proposed detention will be to meet the needs of the roadway improvement, conform to the requirements of the DuPage County Watershed Development Ordinance and be, at a minimum,aesthetically neutral. We propose to utilize planting schemes similar to what we've done for similar facilities to develop a planting scheme which is low Village of Oak Brook I April 28,2017 Page 30 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase 111 Engineering Services Village of Oak Brook,Illinois maintenance and native in character. Inclusion of appropriate hydrophytic vegetation in the plan will aid in addressing water quality issues. The Forest Preserve or Village have not expressed their intent to plant trees along the Harger Road intersection as part of a plan to reforest this area. However,should it be desired the Village or Forest Preserve can provide marked-up plans showing the location,size, and species of trees to be planted. Civiltech will draft the mark-ups for inclusion in the contract documents. Civiltech will work with the Village or forest Preserve I regard to any specific special provisions for the trees covering supplying, planting and maintenance requirements. The pre-final contract documents will be submitted to the Village, Forest Preserve, Tollway,and IDOT. We will also submit the contract plans to the various utility companies.This submittal will sufficiently define the conflicts so that the utility companies can,at a minimum, perform the necessary engineering for any required utility relocations.This allows relocations to be performed in advance of the actual construction. Civiltech will perform the necessary coordination with the utility companies and follow up as needed on each of our submittals.This will attempt to ensure that no utility company is ignoring the project. Depending on the complexity of the utility involvement it may be necessary to conduct periodic coordination meetings. Utility plan submittals will be coordinated with Lake County's Utility Coordinator. b. Pre-Final Special Provisions-We will prepare special provisions that supplement or amend the special provisions contained in the latest edition of the Standard Specifications for Road and Bridge Construction adopted by the Illinois Department of Transportation and the latest edition of the Standard Specifications for Sewer and Watermain Construction in Illinois. Applicable County special provisions will be utilized to supplement the Standard Specifications. In addition,we will include the latest IDOT Recurring Special Provisions Check Sheet.The most recent set of IDOT's Bureau of Design and Environment Special Provisions and District 1 Special Provisions will be reviewed and included in the special provisions where applicable. c. Pre-Final Quantity Calculations-We will perform detailed quantity calculations at the pre- final stage of the plan development.Two sets of calculations will be performed by separate engineers in order to ensure the accuracy of the calculations. d. Pre-Final Estimate of Cost and Construction Time-We will use the quantities of work in order to calculate an Engineer's Estimate of Cost and Time. Estimates will be based on recent bid tab information for projects of similar scope and magnitude. e. Pre-Final QA/QC Review- Prior to submission of the pre-final plans for review,we will perform an internal Quality Assurance/Quality Control review of the work completed.The Village of Oak Brook I April 28,2017 Page 31 of 46 CIVILTECH North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I, Phase II and Phase III Engineering Services Village of Oak Brook, Illinois review will be performed by a professional engineer independent of the design team.The review will consider constructability issues as well as identification of missing pay items, quantities of work, and special provisions required.The design team will also perform a "plan-in-hand"field check to confirm the existing conditions and design. f. Pre-Final Project Review Meeting with Village-A project review meeting will be held with the Village to address design issues and plan comments generated from the pre-final contract document review. g. Pre-Final Project Review Meeting with IDOT-A project review meeting will be held with the Village,Tollway, Forest Preserve, and IDOT to address design issues and plan comments generated from the pre-final contract document review. 18. Final (100°/x) Plans, Special Provisions and Estimates a. Final Plans -After completion of all agency reviews and resolution of any other agency or utility company concerns,the contract plans will be finalized. In order to assist the Resident Engineer(RE) we will furnish the Village, as part of our deliverables, detailed information including all design, quantity calculations, and microstation files in Village format. We will also prepare a technical memorandum to the RE highlighting any key issues, commitments, or special concerns that arose during the design stage of the project. IDOT will be responsible for letting the project.Therefore, we will provide the Village with pdf's of the plans and bid documents as assembled by IDOT for the Bid, as well as the number of full and reduced size copies that they request. We will also submit the contract plans to the various utility companies for their permitting of any necessary relocations. b. Final Special Provisions-All comments received pertaining to the prefinal special provisions and bid documents will be addressed and a disposition will be included in the final bid documents. The status and schedule of all utility relocations, as of the date of the final plans, will be included in the bid documents. c. Final Quantity Calculations-The quantities will be updated based on changes made to the plans after the pre-final stage. d. Final Estimate of Cost and Construction Time-The estimates will be updated based on the revised quantities.Cost breakdowns for different funding sources will be provided to the County to assist in the completion of any joint agreements for construction. e. Final QA/QC Review- Prior to the final submittal, a second QA/QC review of the plans and special provisions will be performed. Village of Oak Brook I April 28,2017 Page 32 of 46 North York Road/Harper Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois 19. Project Administration and Coordination a. Project Administration-This item includes project setup, monthly invoicing, preparation of status reports, and internal project team coordination meetings. b. Project Submittals-As noted above,we will make the necessary document submittals, and follow through with each agency in regards to their review comments or arrange a review meeting to discuss plan changes necessary to resolve conflicts if possible. c. Status Meetings—if necessary,we will attend meetings with Village to discuss the status of the project. Based on the enclosed design schedule,we have assumed 4 meetings will be required. d. Utility Company Coordination -As noted above,we will analyze the project for potential impacts to existing utilities. We will provide the utility companies with a list of areas of potential conflict so that additional information,such as horizontal locates or depth borings can be obtained where necessary to further define the extent of conflicts.We will first attempt to address utility conflicts through design modifications while considering the impact those changes will have on the overall improvement. It is anticipated that utility relocation work will be necessary to construct the proposed roadway improvements. Based on the amount and complexity of the required utility relocation, it may be necessary to have periodic coordination meetings with the utility companies.We have included hours to meet four times with the utility companies. In addition,we will review the permit submittals from the utility companies to ensure that all of the conflicts have been resolved and that the plans are compatible with the proposed construction. e. Bidding Assistance-We will review any questions received from contractors during the bidding process and provide any necessary responses to clarify the documents. f. Pre-Construction Meeting Attendance-We will attend the pre-construction meeting at LCDOT to answer any questions regarding the design and contract documents. 20. Construction Assistance a. Construction Shop Drawing Reviews-We will make the necessary construction shop drawing reviews for the retaining walls and underpass structures,and follow through with the Resident Engineer and Contractor in regard to review comments to ensure compliance with the contract documents and the design engineer's intent. For the proposed underpasses,shop drawing review will be performed for the metal pedestrian railings located at the headwalls/wingwalls. b. Construction Review and Meeting Attendance -When a problem occurs it is the construction engineer who will utilize their critical thinking, listening, learning, problem solving, monitoring and decision making skills to create and enact a solution. Civiltech will Village of Oak Brook I April 28,2017 Page 33 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois be a resource to the construction engineer for them to seek further clarification to confirm the interpretation of a detail, specification or note on the construction drawings or to secure a documented directive or clarification that is needed to continue work. B. Phase III Engineering Civiltech's team will accomplish the goal of providing the excellent Resident Engineering Services we are known for by using our typical project approach, which has brought us success on our past projects. Our project scope will be divided into three parts: 1. Pre-Construction 2. Construction 3. Completion with Final Papers 1. Pre-Construction a. Plan Review—Civiltech will perform a detailed constructability review of the plans and special provisions to determine if there are any potential conflicts that could be addressed and resolved before construction, and those changes will then be incorporated into the final engineering documents. Plan quantities and the viability of the Maintenance of Traffic plans are areas we thoroughly investigate to ensure a workable project. b. Stakeholder Coordination—We will initiate and continue coordination with all stakeholders in the project including businesses, developers and their contractors, utilities, other agencies, and property owners. Pre-project field meetings will be held with any of the above mentioned entities necessary to resolve potential issues and keep them fully informed.All concerned parties would be encouraged to attend the Pre-construction Meeting which we could chair if needed. c. Contractors and Contacts—A list of names, addresses, and telephone numbers(especially 24 hour emergency contact numbers)will be compiled and maintained for all contractors, subcontractors, material suppliers, and any others pertinent to the project.We will make recommendations to the Village regarding the suitability of the proposed subcontractors. d. Traffic Staging Review—The staging and maintenance of traffic drawings will be reviewed as they relate to field conditions. We will forward our comments to the contractor highlighting concerns that may limit traffic moving safely while the contractor has enough room to work. Village of Oak Brook I April 28,2017 Page 34 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase 11 and Phase III Engineering Services Village of Oak Brook,Illinois e. Field Review—We will thoroughly investigate the field conditions of the project exposing conflicts so that the proposed improvements can be constructed without them.The geometric control points will be set at this time as well.The erosion and sediment control plan will be reviewed to make certain that the proposed measures will be effective in the field, and we will confirm that the Notice of Intent has been completed and submitted to the Illinois Environmental Protection Agency. f. Initial Documentation—Field books, quantity book, diary,and all other forms of proper project documentation will be set up per IDOT Documentation Standards. Existing conditions photos will be taken. Important submittals will be requested from the contractor, and they will be required to show those submittals on their proposed schedule. g. Progress Schedule Review—We will review the contractor's proposed schedule for constructability,to verify that all controlling as well as major items, are shown within the context of the staging,and whether it is reasonable as compared to our experience with production rates. 2. Construction a. On Site Inspection—Civiltech will perform all on-site inspection of the contractor's work and operations enforcing compliance with the plans and specifications.Any variations found will either be corrected or a sound solution will be formulated and forwarded to the Village for approval. b. Individual Item Inspection—Our project team has a vast amount of experience in bridge reconstruction work.We will conduct a pre-pour meeting to establish the best practices with the contractor reviewing the proper equipment needed,size of crew, rate of installation, and all other requirements including curing.Among all the requirements,we will focus on proper equipment especially the paver to ensure a smooth surface.The underground work will be closely coordinated with the contractor and utilities,our abilities in this type of work will be evident as unknown conflicts that arise are quickly resolved. We are well versed in the installation of traffic signals, both permanent and temporary. Our abilities are enhanced by the powerful backup team of designers who are available should questions arise. c. Layout Verification—Our resident engineer or surveyor will verify the contractor's layout staking and their interpretation of the grades. Before any material is placed,a final review Village of Oak Brook I April 28,2017 Page 35 of 46 CIVILTECH North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois will be made checking that the proposed lines and grades have been met, make sense,and all transitions are smooth. d. Material Testing and Quality Assurance—It is understood that the contractor will be performing Quality Control for the materials incorporated into this project. We will provide Quality Assurance for material inspection at HMA and PCC plants with our sub-consultant Midland Standard Engineering&Testing, Inc. Reports will be completed daily. Our IDOT Level II trained resident engineer and assistant or our sub-consultant will perform the on- site QA material testing. We have the knowledge and capability to respond quickly to any material problems that may arise. We will keep in constant communication so recommendations for changes if needed can be submitted and approved without delaying the project. Landscaping items will be coordinated with the Village's representative. As always,any items lacking proper inspection from the contractor will be measured, but not paid.We will deliver updated holdback reports to the contractor so they know what is deficient and can re-familiarize themselves with what we have already instructed them is required for payment. e. Project Documentation—Civiltech will document all project activities daily in the diary,field books, and inspectors' daily reports using IDOT Documentation Procedures. Weekly reports of the project's progress will be forwarded to the Village of Oak Brook and the contractor. These weekly reports will be one of the tools used to review the progress of the work with the contractor and what should be done to stay on schedule. Measurements of work completed will be documented daily, posted to the quantity book, and when possible, agreed to with the contractor. f. Contract Changes—No substantial changes in contract work or quantities will be done without the prior approval of the Village of Oak Brook. We will investigate the reason for any change and forward our recommendations to the Village for approval. As the Village's representative and as part of our construction engineering services,our resident engineer will make decisions and interpretations regarding the improvement that do not substantially increase the cost or negatively affect its overall quality. We will keep the Village informed of these decisions and, as mentioned above, seek their opinion on items that will impact the overall projects. Actual authorizations for change orders will include all necessary items and detailed reasons.We will maintain a record of the dollar total for all changes and provide direction toward keeping the costs within the budget. Village of Oak Brook I April 28,2017 Page 36 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois g. Pay Estimates—Pay estimates will be compiled regularly as a reasonable amount of work is completed,typically on a monthly basis.Only items that have been measured and thoroughly checked in the quantity book and IDR's will be placed on the estimates.The contractor will have an opportunity to review them as well before processing, but as stated before, no item will be paid without the proper material inspection. h. Erosion Control Inspection—Correct installation for all erosion and sediment control measures per the approved plan will be verified.The measures will be inspected weekly or after rain events. Incidents of Non-compliance will be documented and forwarded to the contractor for immediate repair and the IEPA. We will be adamant about the protection of sensitive areas, and maintain close contacts with representatives from the US Army Corps of Engineers and the Soil &Water Conservation District. i. Submittal Review—Important submittals will be required from the contractor early on in the project and repeatedly requested if they are not received in a timely fashion. We will review them, return them to the contractor for any revisions,and forward them to the Village with our recommendations for approval.A status file of submittals will be maintained for tracking purposes, and we will verify that what is shown in the approved submittal is incorporated into the project.Any contractor requests for information or changes will also be reviewed and recommendations given to Village. j. Traffic Control Inspection—Civiltech will review the traffic control for correct installation. We will look for and enforce not only compliance with the traffic control standards, but keep an eye towards how it appears to the everyday motorists. It should be clear where to safely travel.The traffic control will be inspected at least twice a day and in actuality whenever we travel through the project. Night inspections for verifying equipment reflectivity, steady-burn light outages, striping, and after hours traffic safety will be performed regularly. We will keep the Village of Oak Brook and the contractor informed of the traffic control status daily,document any deficiencies,and forward them onto the contractor for immediate action. Should the contractor fail to correct the deficiencies in a timely manner,they will be charged damages per the contract. k. Stakeholder Coordination/Progress Meetings—We specialize in coordination between multiple entities, and we will conduct progress meetings during construction to help achieve the common goal of a successful project. More details of how we accomplish this task are described in the Project Coordination Section. Village of Oak Brook I April 28,2017 Page 37 of 46 CIVILTECH North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase 11 and Phase III Engineering Services Village of Oak Brook, Illinois 3. Completion with Final Papers a. Final Phase—Civiltech will monitor the project throughout the punch-list period and forward to the contractor for correction any safety concerns that may arise such as traffic control. We will ready our forces and continue coordination much like it was described in the pre- construction portion of this proposal. b. Contractor's Punch-list—We will enlist items from all those involved with the project. Then, after our detailed inspection and the Village of Oak Brook's full input, we will produce a final punch-list for the contractor to finish before the project will be considered complete. Constant communication and follow up with the contractor will be performed to ensure that all items and stakeholders are satisfied with the completed work. Only when all punch-list items are completed will we make recommendations to the Village concerning final acceptance. c. Final Inspection—The final inspection for the project will be held when all items of the punch-list have been completed. We will conduct the final inspection with all interested parties present, most importantly the Village's representatives. Separate final inspections will be held when required by other agencies such as IDOT regarding the traffic signal turn on or lighting. The project's Notice of Termination will be completed and forwarded to the IEPA. d. Final Documentation—All pay items will be final measured, calculated, and checked.They will be marked and posted as final on the IDR's and in the quantity book. We will provide all backup documentation as well as the necessary cross referencing so the final quantities are clear and can be easily verified. e. Record Drawings—The contractor's record drawings will be reviewed for accuracy and all dimensions shown will be verified. We will also provide a detailed set of"As Built" drawings for the Village's permanent records. All changes will be noted and the drawings will be reproducible. f. Material Certification—We will work closely with the contractor to resolve all the material deficiencies that may still be present on the holdback reports. Any material inspection required for quality assurance will be reviewed for accuracy and completeness. We are committed to resolving all material deficiencies. However, if after we do all we possibly can to help, and the contractor still cannot provide what is needed,those deficient items will not be paid. Village of Oak Brook I April 28,2017 Page 38 of 46 CIVILTECH Mimi North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I, Phase II and Phase III Engineering Services Village of Oak Brook, Illinois g. Final Pay Estimate—Only after all final measurements have been verified and material inspection assured will we create the final pay estimate and forward it to the Village for approval. h. Project Records—Civiltech will compile all the project records in an orderly fashion.They will be labeled, arranged, and a table of contents provided for easy review.The completed set of records will be promptly submitted to the Village of Oak Brook. III. Qualifications A. Civiltech Engineering's Unique Qualifications Civiltech Engineering was formed in 1988 to provide civil consulting engineering services to governmental agencies and private sector clients. We have two offices, one in Itasca and one located within the City of Chicago. We specialize in the areas of transportation planning,traffic and transportation engineering, highway design, water resources, structural engineering, construction engineering, municipal engineering, and appraisal services. In the 28 years since Civiltech was founded,we have grown to a staff of over 90 people,which includes 66 engineers (44 of which are registered Professional Engineers), 7 registered Professional Traffic Operations Engineers, 1 registered Structural Engineers, and 3 LEED Green Associates. Civiltech Engineering provides engineering services for Federal-aid projects ranging from Surface Transportation Program (STP) and Congestion, Mitigation, and Air Quality(CMAQ) roadway, bridge, bicycle and pedestrian improvements for municipalities to major arterial highway and interchange improvements for county transportation departments,the Illinois Department of Transportation (IDOT), and the Illinois Tollway. A copy of our prequalification statement is included in Attachment A and Statement of Qualifications is provided in Attachment B. Civiltech brings an excellent reputation for engineering services as well as a list of satisfied clients. We have assembled a team that,with the support of our qualified subconsultants, will accomplish the engineering services needed by the Village of Oak Brook.The proposed Civiltech team offers the following: • Our staff is taught to first ask how each project is different from the last assignment, rather than how it is the same. Village of Oak Brook I April 28,2017 Page 39 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I, Phase 11 and Phase 111 Engineering Services Village of Oak Brook, Illinois • Civiltech has an outstanding established relationship with the Illinois Department of Transportation in District 1 through the completion of over 35 Federal-aid projects over the past five years. • We are fortunate to have a strong county and municipal client base,from which we constantly learn and share innovative ideas and experiences with each new project. • Our emphasis on creativity can often lead to innovative, yet practical and cost effective solutions. • We provide a team of professionals who are experts in every facet of the services we provide. • Our staff has a "sense of urgency" in completing projects. • We retain ownership of our submittals once they leave our office by staying in touch with review agencies in order to move projects along. • Civiltech has the ability to commit qualified teams of individuals whose goal is to successfully complete projects and build long-term relationships with their clients. B. Representative Project Experience Examples of the vision and creativity that we bring to the Phase I Engineering process, as well as our ability to find innovative solutions can be found in the project profiles contained in Attachment C. We have chosen these projects because they involved challenges similar to those that may be encountered on the York Road/Harger Road Intersection Improvement Project.The project profiles contain descriptions of these projects as well as client contacts that are familiar with the services we provided and our performance. We encourage the Village to contact these references in order to obtain an assessment of our capability, adherence to project schedule and budget, and the quality of our work. C. Project Staff Qualifications Our ability to successfully complete projects on time and within budget lies in the experience and capabilities of the staff assigned to a particular project. Our staff has direct relevant experience with projects involving the same design elements that will be part of this project. Our experience is not only relevant,it is also recent,which is important when implementing Federal-aid projects. Following is a brief summary of the staff we have identified as playing key roles during the implementation of these projects. All of the key staff members listed below maintains active Village of Oak Brook I April 28,2017 Page 40 of 46 CIVILTECH North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois professional engineering licenses in the State of Illinois. Resumes of these individuals are also included in Attachment D. 1. Proposed Phase I Staffing Mary L.Young, P.E., PTOE will serve as the Senior Project Manager and provide Quality Control/Quality Assurance for this project. She is Civiltech's Director of Traffic, Environmental, and Design Studies. Mary brings 25 years of experience in traffic and transportation engineering as well as environmental and location- design studies for projects ranging from simple intersection improvements to major roadway corridor projects. She has completed more than 50 Phase I engineering studies funded as part of the Surface Transportation Program. She also has had extensive training in the National Environmental Policy Act procedures and methodologies and is prequalified by IDOT to perform Environmental Impact Statements. James R.Woods, P.E., PTOE will serve as a Project Manager and has 19 years of Phase I engineering experience. His specialties include Phase I studies, k preliminary roadway alignment and geometric design,traffic data collection and analysis, preparation and reviews of traffic impact studies, and traffic noise analyses. He has been involved in the successful completion of over 25 Federal- aid Phase I Studies, 10 Feasibility Studies, and over 40 Traffic and Traffic Impact Studies. Currently,Jim is engaged in geometric,traffic and environmental analyses on Civiltech's Phase I study for the reconstruction of North Lake Shore Drive in the City of Chicago. Jim will be the primary contact with the Village, IDOT,and other agencies throughout the Phase I process and will ensure that all disciplines adhere to the project schedule and budget. Jennifer M. Hyman, P.E. will serve as a Phase I Project Engineer.ten has been employed at Civiltech for 6 years after receiving her Master's Degree in Civil Engineering in 2011.Jen's work experience has included assistance in the preparation of environmental and location-design studies. She has specialized in crash analyses,geometric design, environmental analyses, public involvement, and report preparation. Village of Oak Brook I April 28,2017 Page 41 of 46 CIVILTECH North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I, Phase II and Phase III Engineering Services Village of Oak Brook, Illinois 2. Proposed Phase II Staffing Jonathan R.Vana, P.E.would serve as the Senior Project Manager, and is the Director of Design Services at Civiltech. He has 20 years of experience in the implementation of major highway and roadway improvements for IDOT,the Illinois Tollway, and Counties and Municipalities in DuPage, Lake, Cook, Kane, McHenry and Will Counties. His expertise includes projects utilizing federal funding, and has overseen 20 Federal aid projects over the past three years for various State, County and Municipal clients, and has developed an excellent relationship with the IDOT Bureau of Local Roads and Streets and Bureau of Land Acquisition. Although the Phase I and Phase II Project Managers will be the primary contacts with the Village,Jon is highly engaged in all of Civiltech's design projects, and will provide the foresight and guidance to navigate the complex Federal-aid project approval process, oversee the work being performed and provide QC/QA reviews of the design team's work. Reid T. Magner, P.E.will serve as the Phase II Project Manager, and has 17 years of experience. Mr. Magner has served as Project Manager and Engineer f' for numerous State, County and Municipal projects utilizing Local, Federal and MFT type funding. He has extensive experience with the design of local agency Federal aid projects that involved functional overlay design, bicycle/pedestrian facilities design, including alternatives analysis projects. He has served as Project Manager on 7 Federal-aid projects in the last three years and has gained substantial experience processing projects through the IDOT Bureau of Local Roads and Streets. He recently completed the design of the$17 million Quentin Road reconstruction project as well as several pedestrian over/underpasses for the Lake County Forest Preserve District. Petro Kravets,P.E. has 8 years of experience with the Phase II design of various municipal and county projects in the Chicagoland region as a Project Engineer. He is a very detail oriented engineer, and has demonstrated an exceptional ability to understand and coordinate the various project elements including roadway,drainage,water main, structures,traffic signals, lighting and right-of-way. He is experienced with geometric design as well as the preparation of the detailed P, S& E for roadway rehabilitation and reconstruction improvements. Village of Oak Brook I April 28,2017 Page 42 of 46 CIVILTECH _J North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I,Phase II and Phase III Engineering Services Village of Oak Brook,Illinois 3. Proposed Phase 111 Staffing James D.Ewers, P.E.serves as the Construction Department Head for our firm and would be the Project/Quality Assurance Manager for this project. He will R}; make himself available to discuss questions with design plans and specifications, sW attend progress meetings, make regular visits to the jobsite,oversee staffing requirements, prepare monthly invoicing and project budgets,and ensure that all project documentation is properly prepared and submitted to the Village for final acceptance. He will remain available at any time for meetings with the Village staff or construction personnel. Perhaps Jim's most valuable addition to IDOT Let projects is his ability to ensure that our clients receive all the available benefits using his knowledge of the internal IDOT system. Donald J. Marek has been a Resident Engineer with Civiltech from the beginning,and employed in consulting engineering for 30 years. He is well versed in all inspection and layout needs. His [DOT certification includes: Documentation of Contract Quantities, ICORS, Bituminous and Concrete Level I. Don has a vast knowledge in the field of construction and maintains meticulous documentation. He has successfully completed IDOT documentation and final paperwork on several federally funded improvements as well as a Will County project. Don has experience with projects of all sizes,and is excellent at ensuring contractor coordination.These projects have most recently included the$7.5 million reconstruction of Caton Farm Road for Will County,the$2 million Federal Aid pedestrian/bike bridges in the Village of Oakbrook,the reconstruction of the$6 million Federal Aid Calumet Station Intersection in the Village of East Hazel Crest,the$7 million Federal Aid concrete reconstruction of Deerfield Parkway in the Village of Buffalo Grove,the$4 million 107th Street bituminous reconstruction project for Cook County,the$1 million 95th Street Parking Lot for the City of Naperville,the$2.7 million intersection reconstruction of Essington/Hennepin Roads for Joliet, and the$1.0 million 1-290 @ Beisterfield Interchange improvement for Elk Grove Village. He has a friendly personality which helps promote communication with the residents and business representatives of a project. Don knows the value of advance notice for residents,and his system for notification whether by door hangers, handouts, or personal contact has been proven again and again to keep residents happy. If at certain times the amount of project activity dictates, Civiltech will provide an experienced inspector to assist with field duties and the extensive documentation. The Resident Engineer and Project Manager will be responsible for when and how long to bring in additional inspection personnel. It is with thoughtful project staffing that we are able to provide the high quality construction engineering that the Village has come to expect from Civiltech while still staying within the budget. Village of Oak Brook I April 28,2017 Page 43 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I, Phase II and Phase III Engineering Services Village of Oak Brook, Illinois Samuel C. Moscatello will be responsible for providing construction layout verification. He has been performing construction layout for many years. He has a great sense for construction staking which results in his catching discrepancies in grades and alignment before they are built. Sam will be on site only as needed to perform construction layout. C. Proposed Sub-Consultants Following is a listing of the proposed Subconsultants for each Phase of this project. Each subconsultant is shown in the Team Organization Chart in Attachment D. Please see Attachment E for scopes of services and fee estimates for each subconsultant. 1. Proposed Phase I Subconsultants • Jorgensen and Associates, Inc.will perform topographic survey services as described in Item 2 of the Phase I Scope of Services. • Midland Standard Engineering and Testing, Inc.will perform geotechnical investigations as described in Item 6 of the Phase I Scope of Services. • Stuedemann Environmental Consulting, LLC will perform wetland analyses and preliminary environmental site assessment for this project as described in Items 7 and 8 of the Phase I Scope of Services. 2. Proposed Phase 11 Subconsultants • Jorgensen and Associates, Inc. will perform follow-up topographic survey services as described in Item 4 of the Phase II Scope of Services. • Stuedemann Environmental Consulting, LLC will perform Special Waste/CCDD analyses as well as Wetlands Permitting services as described in Items 7 and 8 of the Phase II Scope of Services. 3. Proposed Phase III Subconsultants • Midland Standard Engineering and Testing, Inc.will perform materials quality assurance testing as part of the Phase III portion of this project. Village of Oak Brook I April 28,2017 Page 44 of 46 North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase I, Phase II and Phase III Engineering Services Village of Oak Brook,Illinois IV.Anticipated Project Schedule We have prepared the project schedule included in Attachment F.The schedule is based on the intersection improvement and the underpass construction.We have assumed that this engineering proposal will be will be able to start at the beginning of June 2017. Because of the necessary approvals (Village,Tollway, and IDOT)we believe it could be difficult to design and permit the project in time to complete all of the construction in 2019. However, it is be possible to let the project in early to mid- Summer of 2019.This will allow some advance work to be completed in 2019, including any potential detention basin grading, bike path construction, underpass construction, and retaining wall construction. Once these items are completed,temporary pavement could be constructed which would allow the roadway work to begin in the early Spring of 2020. All of the roadway construction would then be completed by the end of 2020. V. Cost Estimate of Consultant Services In order to calculate our"not-to-exceed"fee,we estimated workhours to complete the individual tasks outlined in the Phase I and Phase II Scope of Services sections of this proposal. Our approved MOT overhead rate for fiscal year ending December 31, 2016 is 117.34%. Using this approved IDOT overhead rate and the IDOT profit formula results is an overall billing factor of 2.49. Compensation for our work will be based upon actual labor dollars expended times a factor of 2.49 to cover actual payroll, overhead and indirect costs, payroll burden and fringe benefit costs and profit. Direct costs such as printing,vehicle expenses,and sub-consultant expenses will be billed at their actual cost. Please reference the Cost Estimate of Consultant Services and workhour/direct expense calculations in Attachment G. Our proposed maximum "not-to exceed"fee is as follows: • Phase I Engineering:$275,100.89 • Phase 11 Engineering:$351,278.41 Regarding a fee estimate for Phase III Engineering,an accurate Construction Engineering estimate of fee is only possible when the plans and duration of the improvement are actually prepared. Without having those items,the best estimate we can determine is by using some simple past experience percentages of the estimated construction cost. Construction Engineering fees usually fall in around 10%to 12%of the estimated construction cost for a project of this size. Once the plans and project duration are available,we calculate our Construction Engineering fee using the following method. Village of Oak Brook I April 28,2017 Page 45 of 46 CIVILTECH North York Road/Harger Road Intersection Improvement Proposal to Furnish Phase 1,Phase II and Phase III Engineering Services Village of Oak Brook, Illinois Based on our knowledge of the improvement and experience with similar projects,we will typically prepare an Anticipated Schedule of Contractor's Construction Work. We have found that using an anticipated contractor's schedule is an extremely valuable tool for viewing the project as it should unfold and estimating the time required to provide the proper level of inspection and documentation. We are able to more effectively estimate the amount of staff required to perform construction engineering using this type of schedule. The quantities from the plans will be consolidated into major items that are shown through the duration of the project. This schedule would then serve as the basis for our construction staffing and calculation of the estimated hours needed. We will provide full time inspection throughout the duration of the project. Project Manager hours will be estimated at two (2) hours every week which will include attendance at progress meetings, assistance in plan interpretation, and correspondence. Direct costs for Phase III will be billed at their actual cost. They include the cost of a vehicle which will be billed at the rate of$55.00 per day, any required sub-consultants, printing, and photography expenses. Village of Oak Brook I April 28,2017 Page 46 of 46 CIVILTECH Client Municipalities Village of Addison City of Elgin Village of Johnsburg Village of Palatine Village of Arlington Heights Village of Elk Grove Village Village of Lake Barrington Village of Park Forest City of Aurora City of Elmhurst City of Lake Forest City of Park Ridge Village of Barrington City of Evanston Village of Lemont Village of Plainfield City of Batavia Village of Evergreen Park Village of Libertyville Village of Richton Park Village of Bensenville Village of Flossmoor Village of Lisle Village of Robbins Village of Berkeley Village of Fox Lake City of Lockport Village of Romeoville Village of Bloomingdale Village of Franklin Park Village of Lombard Village of Schaumburg Village of Bridgeview Village of Glendale Heights City of McHenry Village of Shorewood Village of Buffalo Grove Village of Glen Ellyn City of Marengo Village of South Holland Village of Bull Valley Village of Glenview Village of Matteson Village of Sugar Grove Village of Carol Stream Village of Grayslake Village of Monee Village of Vernon Hills Village of Cary Village of Gurnee Village of Morton Grove Village of Villa Park Cicero Township Village of Hanover Park Village of Mount Prospect City of West Chicago City of Country Club Hills Village of Hazel Crest Village of Mundelein Village of Westmont Village of Crete Village of Hinsdale City of Naperville City of Wheaton City of Crystal Lake City of Highland Park Village of Niles Village of Wilmette Village of Deer Park Village of Hoffman Estates Village of Northbrook Village of Winnetka Village of Deerfield Village of Homewood Village of Oak Brook Village of Winfield City of Des Plaines Village of Huntley City of Oak Forest Village of Woodridge Village of Downers Grove Village of Itasca Village of Orland Park City of Woodstock Village of East Hazel Crest City of Joliet Village of Oswego State A County Agencies Cook County Highway Department Lake County Division of Transportation DuPage County Division of Transportation Lake County Forest Preserve District Forest Preserve District of Cook County Lake County Public Works Department IDOT,Districts 1,2,3,6&8 McHenry County Division of Transportation IDOT,Division of Public Transportation Regional Transportation Authority Illinois Tollway Will County Department of Highways Kane County Division of Transportation Other Public Agencies & Associations Addison Fire Protection District Huntley Park District Addison School District#4 Libertyville High School District#128 Arlington Heights School District 25 Palatine Public Library Bloomingdale Fire Protection District Palatine Fire Protection District Chicago Department of Transportation River Forest School District 90 Chicago Park District South Suburban Mayors&Managers Association Chicago Zoological Society United States Postal Service College of DuPage Vernon Township Crystal Lake Park District Villa Park Fire Department Private Sector Clients Abbott Laboratories Chicago Academy of Sciences The Jenkins Group Pulte Home Corporation Albin Carlson&Co. Edward Hospital Lakewood Homes St.Michael's United Church Aldridge Electric Co. Fifth/Third Bank Lennar Communities of Chicago Staubauch Retail Services Allstate Insurance Company Ford Motor Company The Levy Organization Town&Country Homes Andrew Corporation Grand Investors Mission Hills United Land Development Ashley Capital Great Lakes Principals Motorola,Inc. Van Vlissingen&Co. The Cuneo Trust Hamilton Partners Oxford Bank&Trust Walsh Construction Cypress Equities,Inc. Harding Partners Poag&McEwen Lifestyle Centers Western Industries www.civiltechinc.com North York Road/Harger Road Intersection Improvement CWILTECH Village of Oak Brook I April 28,2017 Attachement C IDOT Pr(-)qt ialificat6 i St��1eny��rf! r)i G lalifi(;d io ns Representative Project Experience Team Organizational Chart and Resumes Anticipated Project Schedule Cost Estimate of Consultant Services North York Road/Harger Road Intersection Improvement CH CAqLTE Village of Oak Brook I April 28,2017 Phase I CIVILTECH Rockland Road Phase I Study Village of Libertyville I Libertyville Township Highway Department Construction Cost Township Jurisdiction w , $5.9 million(est.) Funding Federal(STP),Local Match Status Phase I Completion Summer 2017 Project Manager James R.Woods,P.E.,PTOE Project Engineer Jennifer M.Hyman,P.E. ' Design Engineer Jenny J.Gantumur Drainage Engineer The Village of Libertyville and the Libertyville Township Highway Department are Thomas K.Liliensiek,P.E. planning the reconstruction of Rockland Road between IL Route 21 (Milwaukee Avenue)and St.Mary's Road,a total distance of approximately 1.4 miles.The Des Scope of Services Traffic Analysis Plaines River lies at the approximate mid-point of the project,with the Village jurisdiction to the west and the Township jurisdiction to the east.The bridge over the Crash Analysis river is a project omission and will be studied as part of a future Phase I project. Geometric Studies The Public&Stakeholder Involvement Des Plaines River Trail runs north-south along the east side of the river through the Des Plaines River Greenway,a Lake County Forest Preserve facility,and crosses Project Development Report Rockland Road at-grade via a mid-block marked crosswalk. Interagency Coordination Rockland Road is a two-lane major collector street that carries approximately 6,000 Client Contact vehicles per day,and it is signalized at the west and east terminus intersections.The Fred Chung,P.E. Village jurisdiction is an urban cross-section with curb and gutter and an enclosed Senior Project Engineer drainage system.Resurfacing projects over the past few decades have resulted in the Village of Libertyville concrete gutter being overlaid resulting in only an inch or two of curb height remaining. 118 W.Cook Avenue Libertyville,IL 60048 The roadway will be reconstructed in place as the pavement has reached the end of its 847.247.5435 design life.A new storm sewer trunk line will drain the roadway as well as provide relief fchungpalibertyville.com for a residential stormwater Hooding problem toward the west end of the project.In addition,the project will replace an aging water main trunk line. Marty Neal Highway Commissioner Within the Township jurisdiction,the existing roadway is a tree-lined 24-foot paved Libertyville Twp.Highway Department rural cross-section drained by open ditches and swales.It has also reached the end of 343 Merrill Court its design life.Over the years,there have been resident requests for better pedestrian L I Libertyville, 60048 8L .3350 and cyclist access to the Des Plaines River Trail.Several alternatives were evaluated, highwaydepartment@libertyvilletownship.us including a shared-use path,wider bicycle-friendly shoulders,and an urban cross-section with curb and gutter and bike lanes.As a result of technical analyses and feedback received at a neighborhood meeting facilitated by Civiltech,and due to the limited right- of-way(66 to 80 feet),the Township has chosen to construct four-foot bike-friendly shoulders as part of the proposed improvement. A Public Involvement Meeting was held in March of 2017,and a Final Project Development Report is being prepared for anticipated design approval in the summer of 2017. www.civiltechinc.com '1 Mehit EkaliW \ yy Ak \\ / PoWNN Tenp—y Ewe W / xg �A {N"" \ 2'111'Taper TIMBER--OEED PO M"- < \ --.---—J— �- Nelda Ex�xnp ., JAk,Emma 974 F�del�np RefelMre WeA f>„ T�Re RemwM MReplecaC Pmvge Shsxhx F tUFOV1 � PNOeleeherlor 1 Sherodl)w PeIe BY,OIM�a P ivas�C =RgM Tum lane m L'. 710'Taper 218r ft" S 6� ----------- .. ....-. '-_.- f Aaetdi ExMlrg __ Q ' �n e'McE1ngB Ip EAge) - —' �-- w _ .._ ^ .. RAMPTOEB ROOSEVELT ROAD - Rmpoeed T e Signal 4qp Brldga reconstruction to be completed by the TW1�wwa�yy � \ /�P"""""axe0�°°°` with l/lns0e paAicipation under a separate contract The srmpe and=for this work is not Included 114 In this STP application. ��,�1 C1___"'�-�` \ q ••�_ NMA Y..Road .,,r Road ��, I `_ ""11��r � i 1%9-�`F \ mieraeaim imorosmem PROPOSED INTERSECTION C�/ \\ CONCEPT PLAN — GgLYCVI _ Exhibit A North York Road/Harger Road Intersection Improvement CIWLTECH Village of Oak Brook I April 28,2017 Attachement A MOT Prequalification Letter 1,( rfl (, (7)( 1'11ific l flit ;i Representative Project Experience Team Organizational Chart and Resumes Anticipated Project Schedule Cost Estimate of Consultant Services Illinois Depadnvot of Tr�a WULM 2300 South Dirksen Parkway l Springfield, Illinois 162764 November 4, 2016 Subject: PRELIMINARY ENGINEERING Consultant Unit Prequalification File Jonathan Vana CIVILTECH ENGINEERING, INC. 450 E Devon Ave. Suite 300 Itasca, IL 60143 Dear Jonathan Vana, We have completed our review of your"Statement of Experience and Financial Condition" (SEFC) which you submitted for the fiscal year ending Dec 31, 2015. Your firm's total annual transportation fee capacity will be $33,600,000. Your firm's payroll burden and fringe expense rate and general and administrative expense rate totaling 117.34% are approved on a provisional basis. The rate used in agreement negotiations may be verified by our Office of Quality Compliance and Review in a pre-award audit. Your firm is required to submit an amended SEFC through the Engineering Prequalification & Agreement System (EPAS) to this office to show any additions or deletions of your licensed professional staff or any other key personnel that would affect your firm's prequalification in a particular category. Changes must be submitted within 15 calendar days of the change and be submitted through the Engineering Prequalification and Agreement System (EPAS). Your firm is prequalified until December 31, 2016. You will be given an additional six months from this date to submit the applicable portions of the "Statement of Experience and Financial Condition" (SEFC) to remain prequalified. Sincerely, Maureen M. Addis Acting Bureau Chief Bureau of Design & Environment SEFC PREQUALIFICATIONS FOR CIVILTECH ENGINEERING, INC. CATEGORY STATUS Hydraulic Reports-Waterways: Complex X Hydraulic Reports- Pump Stations X Location Design Studies - Reconstruction/Major Rehabilitation X Location Design Studies- Rehabilitation X Special Studies- Safety X Environmental Reports -Environmental Assessment X Special Studies -Traffic Signals X Structures- Highway: Advanced Typical A Special Services - Construction Inspection X Special Studies- Location Drainage X Location Design Studies- New Construction/Major Reconstruction X Highways - Freeways X Special Studies - Lighting: Typical X Structures - Highway: Simple X Structures - Highway: Typical X Highways - Roads and Streets X Special Studies- Feasibility X Hydraulic Reports -Waterways: Typical X Special Studies-Traffic Studies X Environmental Reports -Environmental Impact Statement X X PREQUALIFIED A NOT PREQUALIFIED, REVIEW THE COMMENTS UNDER CATEGORY VIEW FOR DETAILS IN EPAS. S PREQUALIFIED, BUT WILL NOT ACCEPT STATEMENTS OF INTEREST North York Road/karger Road Intersection Improvement Village of Oak Brook I April 28,2017 Attachement B 11101- Pre.qupflificalion Lefler Statement of Qualifications Representative Project Experience Team Organizational Chart and Resumes Si ih(;onsultarii C t jAificatir)i is Anticipated Project Schedule Cost Estimate of Consultant Services CIVILTECH CIVILTECH ENGINEERING, INC. Since 1988,Civiltech has been committed to providing top quality consulting engineering services in Illinois.Through the years,we have earned a reputation for professional excellence and integrity. .�a.._• Civiltech specializes in a full range of civil engineering services including: • Transportation • Civil .. • Constructions'% • Environmental • Water Resources • Structural ` • Appraisal The growth of our company is a direct result of our employees,who are • f dedicated to their job by implementing the latest technology and pursuing professional development. We have over 85 employees devoted to t ; transportation,which include: ' • 44 Licensed Professional Engineers ,,��:k, � - ;,; . • 1 Licensed Structural Engineer • 7 Certified PTOEs • 3 LEED Green Associates • 1 Licensed Appraiser Office locations 1 Certified Floodplain Manager ppy� • iY a LaKe We have offices in: ®bsca Michigan • Itasca(Corporate Location) Chicago • Chicago We have established many relationships with clients in the Chicagoland ! r area including: Municipalities Itasca • Munici P Two Pierce Place,Suite 1400 • State and county agencies Itasca,IL 60143 • Other public agencies and associations • Private sector Chicago 30 N LaSalle St,Suite 2624 Chicago,IL 60602 Civiltech Engineering,Inc.is licensed to do business in the State of Illinois and is a private corporation CIVILTECH Statement of - - Qualifications a CL Civiltech Engineering is a civil and transportation engineering t consultant partnering with public and private sector clients in the ✓� n gChicagoland area since 1988. l: 0 F- d 'c a Through technical excellence,responsive service,close communication,assured quality and local knowledge,Civiltech's multi-disciplinary team develops innovative planning,design and construction solutions. Civiltech realizes that success lies in the individual service and attention we provide to our clients.Civiltech contributes to this success by completing projects in a timely manner and within budget. www.civiltechinc.com OWLTECH ■ Description o • services Traffic Engineering Construction Engineering Crash Analyses and Safety Studies Construction Inspection Traffic Modeling and Simulation Documentation Traffic Impact Studies Project Management Feasibility Studies Scheduling Intersection and Interchange Design Studies Materials Coordination Neighborhood Traffic Management and Traffic Calming Utilities Coordination Quality Control Expressway and Highway Design Constructability Reviews Freeway and Tollway Design Construction Layout Arterial Highway Design Project Communication-Website Development&Hosting Construction Staging and Traffic Management Plans Drainage and Utility Design Environmental and Design Studies Highway Lighting Environmental Impact Statements and Assessments Location and Design Studies Traffic Signals and Intelligent Project Development Reports Transportation Systems Location Drainage Studies Traffic Signal Design Highway Noise Analyses Signal System Design Context Sensitive Solutions Surveillance and Communication Systems Public Involvement Programs Municipal Engineering Design Visualizations Pavement Management Water Resources Street Rehabilitation and Reconstruction Design Drainage and Utility Design Grant Applications and Federal-Aid Project Implementation Storm Sewer and Detention Basin Design Pedestrian and Bicycle Facilities Design Culvert and Bridge Hydraulic Structures Design Storm Drainage Studies and Design Bridge Scour Evaluations Water and Sewer Systems Bank Stabilization Sewer System Rehabilitation and Replacement Floodplain Permitting and Analysis Traffic Signals and Signal Systems Hydrologic and Hydraulic Modeling and Analysis Street Lighting Stormwater and Environmental Permitting Streetscape Design Best Management Practices Park Design Pump Stations Topographic and Route Surveys Bridges and Structures Civil Site Design Bridge Inspection and Rating Site Evaluation,Planning and Engineering Highway Bridges Parking Lot Design Commercial and Institutional Building Design Traffic Impact Studies Pedestrian and Bicycle Bridges Site Access and Off-Site Roadway Improvements Retaining Walls Storm Drainage Design Water and Sewer Systems Appraisal Services Utility Coordination and Permitting Appraisals Site Lighting Review Appraisals State Agency Coordination Right-Of-Way Consulting Expert Testimony Specialty Reports www.civiltechinc.com CIVILTECH North Lake Shore Drive Phase I Study Chicago Department of Transportation Illinois Department of Transportation Construction Cost $1.5 billion Funding State _ ♦d, Status Ongoing t -1 7ipr r Project Manager �v 1•, _ Robert J.Andres,P.E.,PTOE Project Coordinator Michael J.Folkening,P.E.,PTOE Environmental Lead Mary L.Young,P.E.,PTOE Scope of Services Environmental Impact Statement Alternatives Analysis The Chicago Department of Transportation in conjunction with the Illinois Department Combined Design Report of Transportation,the Chicago Park District and Chicago Transit Authority have Traffic Modeling and Simulation undertaken a Phase I Study for the seven mile stretch of North Lake Shore Drive Safety Studies between Grand Avenue and Hollywood Avenue on the north side of the City of Chicago. North Lake Shore Drive is an iconic boulevard that traverses historic Lincoln Park.Most Intersection Design Studies of the infrastructure was constructed 80 years ago and is in need of reconstruction.In Highway Bridges those 80 years,travel demand has increased dramatically,but so has transit usage and Highway Noise Analysis non-motorized travel.As many as 30,000 users per day utilize portions of the Lakefront NEPA/404 Merger Process Trail.There is the need to strike a better balance between all users. Interagency Coordination This project will correct design deficiencies at various locations along the corridor, Section 4(f)/Section 106 Statement particularly at the Oak Street Curve where an average of 3 crashes occur per week. Public Involvement Redesigning the curve will require extending the Drive into Lake Michigan.As such, extensive coordination is occurring with IDNR,USFWS and USACE to determine Context Sensitive Solutions Process impacts and mitigation measures. Client Contact Mr.John Sadler,P.E. Because Lincoln Park is on the National Register of Historic Places and the roadway Assistant Chief Highway Engineer right-of-way is located at the backs of curb,any changes to roadway facilities will result Chicago Department of Transportation in an impact to the Park.The Park is not only a recreational facility protected under Division of Engineering Section 4(f)of the U.S.Department of Transportation Act of 1969,but due to its 30 North LaSalle Street,Suite 400 historic nature is protected under Section 106 of the National Historic Preservation Chicago,IL 60602 Act of 1966.As a result,this project requires substantial coordination with the Illinois 312.744.0488 Historic Preservation Agency and ultimately the National Park Service. john.sadler@cityofchicago.org Ms.Lori S.Brown,P.E. The project is being conducted utilizing IDOT's Context Sensitive Solutions(CSS) Project Manager process.A number of Tasks Forces have been created to obtain input from residents, Illinois Department of Transportation business owners and advocacy groups.An extensive public outreach program is being 201 W.Center Court undertaken with a project website,newsletters,and media campaigns. Schaumburg,IL 60196 847.705.4477 A Combined Design Report and an Environmental Impact Statement will be prepared Lori.S.Brown@aillinois.gov for this project. www,civi Itec h i nc.com OWLTECH Weiland Road - Lake Cook Road to IL Route 22 Lake Cook Road - Buffalo Grove Road to Hastings Lane Village of Buffalo Grove I Cook County Department of Transportation and Highways Construction Cost L $68.0 million Funding •---—° —�— "'' CMAQ STP,MFT,Local -s' Status Phase I completed in 2014 v. Phase I Project Manager a L d Mary L.Young,P.E.,PTOE Phase I Project Engineer ° Sven D.Zimdahl,P.E. �. LL Drainage Engineer Thomas K.Liliensiek,P.E. ' m � ` r Joel E.Christell,P.E. I Structural Engineer o o Gregory J.Hatlestad,P.E.,S.E. Scope of Services Roadway and Highway Design 'Ihis project consists of the widening and reconstruction of over three miles of Weiland Environmental Assessment Road and over one mile of Lake Cook Road in the Villages of Buffalo Grove and Combined Design Report Wheeling.The improvement will include two through lanes in each direction on Intersection Design Studies Weiland Road and three through lanes in each direction on Lake Cook Road,separated by a center median to allow for left turn channelization at intersections.This project Highway Noise Analysis also includes the construction of a new roadway on a new alignment that will link up Air Quality Analysis Weiland Road directly with Prairie Road.Short Aptakisic Road will also be realigned Location Drainage Studies between Buffalo Grove Road and IL Route 83 to improve safety and operation and provide a route that can better accommodate traffic movements between Buffalo Grove Context Sensitive Solutions Process Road and both Weiland Road and Lake Cook Road.In addition,pedestrian and bicycle Public Information Meetings accommodations will be provided. Bridge Condition Report The proposed improvements include the widening in-kind of the single span rolled beam Type,Size and Location Plans bridge that carries Buffalo Grove Road over Buffalo Creek,and the replacement of the triple cell box culvert that carries short Aptakisic Road over Buffalo Creek with a 3-span Client Contacts Engineer slab bridge.Structural engineering tasks include the preparation of Bridge Condition Village Eng Mr.Darren Mo n P.E. Reports,Type,Size and Location plans,and detailed design plans for both structures. Village of Buffalo Grove 51 Raupp Boulevard The proposed improvements include numerous drainage features within the project Buffalo Grove,IL 60089 area including new storm sewers and new detention basins.Civiltech developed an 847.459.2543 Existing and Proposed Drainage Plan that satisfies the proposed improvement needs and dmonico @vbg.org meets the requirements of the various agencies including the Lake County Stormwater Mr.John Yonan,P.E. Management Commission,the Cook County Department of Transportation and Superintendent of Highways Highways,and the Illinois Department of Transportation. Cook County Department of Transportation and Highways An Environmental Assessment and a Combined Design Report were prepared for 69 W.Washington Street,21st Floor this project.Due to highway noise impacts in the project corridor,an extensive public Chicago,IL 60602 outreach program was conducted to educate and obtain input from affected property 312.603.1700 owners regarding implementation of noise walls. john.yonan@cookcountyil.gov Civiltech has also assisted the Village of Buffalo Grove and the Cook County Department of Transportation and Highways in securing CMAQ and STP Federal funding for construction. www.civiltechinc.com OWLTECH Millennium Trail Underpass - Grand Avenue, Illinois Route 132 Lake County Forest Preserve District Construction Cost $2.7 million Funding Illinois Transportation Enhancement Program ` (ITEP) Status Phase I completed in 2011 Phase II completed in 2011 Phase III completed in 2013 Phase I Project Manager Mary L.Young,P.E.,PTOE Phase I Project Engineer Joel E.Christell,P.E. Phase II Project Manager Jonathan R.Vana,P.E. Phase II Project Engineer Reid T.Magner,P.E. Structural Engineers Gregory J.Hatlestad,P.E.,S.E. Jeffrey T.Schroeder,P.E. Katelyn L.Kompare Phase III Project Manager James D.Ewers,P.E. Resident Engineer Phillip J.Hurst,P.E. Assistant Resident Engineer Civiltech provided Phase I,II and III services for the construction of an underpass under Eric D.Schmidt Grand Avenue,a four-lane,arterial under the jurisdiction of the Illinois Department Surveyor of Transportation.The improvements were part of the Lake County Forest Preserve Scope of Services District's Master Plan and the proposed Grand Illinois Trail which one day will link Preparation of Contract Plans, multiple trails between Chicago and Galena.Together with the Des Plaines River and Specifications and Estimates Fort Hill trails,this system includes over 90 miles of multi-use trails which will provide Multiuse Underpass access to a large portion of the 28,000-acre Lake County Forest Preserves system. Bikeway and Pedestrian Facility Design Due to rapid urbanization and increased traffic congestion,trail planning and construction Resident Engineering has become increasingly more difficult.The primary concern is the safe crossing of roads Construction Inspection that have higher speed limits and lack any controlled crosswalk location.The Millennium Construction Management Trail Underpass is a reinforced concrete tunnel that will allow trail users to safely pass Construction Layout under Grand Avenue from its current terminus near Rollins Road to connect to an existing Interagency Coordination LCFPD trail north of the their Operations and Public Safety Facility.The tunnel is 18 feet QC/QA Material Testing wide and 11 feet in height and has concrete wing walls with a simulated stone finish.The Client Contact surrounding slopes were planted with native trees and grasses. Mr.Randall Seebach The structure is long enough to accommodate a future five lane cross-section with Director of Planning,Conservation curb and gutter and a bikeway/pedestrian facilities behind the back of curb.Due to a and Development Lake County Forest Preserve District constrained right-of--way near an adjacent utility tower along the southern approach,the underpass incorporates a soldier pile wall design on either side of the trail.This design 1899 County West Winchester Road Libertyville,IL 60048 necessitated close coordination with the local agency staff and the Forest Preserve to 847.968.3262 ensure the aesthetic treatment for the wall surfaces and curved alignment blends into the rseebach@lcfpd.org surroundings without an enclosed or narrowing corridor effect for the users. www.civiltechinc.com CIVILTECH Traffic Engineering Services Village of Vernon Hills Construction Cost it NA Funding Local Status _r Ongoing Senior Project Manager Mary L.Young,P.E.,PTOE Project Manager _ s James R.Woods,P.E.,PTOE 1 y Traffic Engineer Brian R.DeSalle,P.E.,PTOE Design Engineer Jennifer M.Hyman,P.E. Civiltech Engineering currently provides on-call Traffic Engineering Services to the Traffic Signal Engineer Village of Vernon Hills.These services include: Joseph J.Emry,P.E. ■ Preparing Traffic Impact Studies for potential developments in the Village. Scope of Services Reviewing Traffic Impact Studies prepared by others for potential developments. Traffic Engineering Traffic Impact Study ■ Quantifying cut-through traffic in residential neighborhoods and making recommendations to address problems. Traffic Calming Intersection Design Studies ' Coordinating with the Illinois Department of Transportation(IDOT)to make modifications to IDOT controlled intersections to improve overall operation. Traffic Signal Design ■ Evaluating sight distance issues as a result of sign placement. Client Contact ' Preparing contract documents for Traffic Signals. Mr.David H.Brown,P.E.,ASCE Director of Public Works Following is a list of traffic engineering projects that Civiltech has completed or is in the Village of Vernon Hills rocess of completing For the Village of Vernon Hills: 490 Greenleaf Drive p Vernon Hills,IL 60061 847.918.3544 ' International Corporate Center TIS Review(2007) daveb @vhills.org ■ Phillip Road Extension Study(2008) ■ Deerpath Subdivision Cut-Through Study(2008) ■ Oaks of Vernon Hills Residential Development TIS Review(2008&2013) ■ Learning Experience Day Care Center TIS Review(2013) ■ Menards Retail Development TIS Review(2014) Three Traffic Signal Warrant Studies(2014) ■ Mellody Farms Traffic Study and Engineering Plan Review(2016) ■ Greggs Parkway/Huntington Drive Intersection Concepts(2017) www.civiltechinc.com OWLTECH Pennsylvania Avenue One-Way/Two-Way Study Village of Glen Ellyn Construction Cost n/a Study Funding Local . - Status Completed fall of 2015 Project Manager ? James R.Woods,P.E.,PTOE +...- Traffic Engineer Brian R.DeSalle,P.E.,PTOE DesignEngineer t x Jennifer M.Hyman,P.E. Scope of Services Traffic Analyses Civiltech completed a study to analyze the feasibility of converting Pennsylvania Avenue Conceptual Geometric Plans between Main Street and Forest Avenue from a one-way westbound street to a two-way street in the Village of Glen Ellyn's Central Business District. Client Contact Mr.Robert Minix,P.E. A Village of Glen Ellyn Central Business District Traffic Study(CBDTS)was previously Professional Engineer prepared by the Village in 2012.One of the primary considerations in the CBTDS Glen Ellyn Public Works Department was the conversion of the entire Main Street/Crescent Boulevard/Forest Avenue/ 30 South Lambert Road Pennsylvania Avenue block from one-way to two-way operation.The objectives of the Glen Ellyn,IL 60137 CBDTS were to improve traffic flow,minimize loss of on-street parking,and evaluate 630.547.5514 bobm @glenellyn.org impacts to pedestrian and bicyclist access and safety. The CBDTS first found that the existing one-way roadway system is generally operating well with minimal delay and queuing,with some congestion caused by Metra and freight trains on the Union Pacific(UP)railroad.It also found that a two-way roadway system can be designed to operate well.The CBDTS listed a range of advantages and disadvantages of converting the CBD Commercial Block to two way operation for Village consideration.The Village subsequently determined that the conversion of the entire CBD Commercial Block to two-way option should not be pursued at this time. Civiltech's follow-up study satisfied a curiosity on the part of Village staff regarding the feasibility of converting only Pennsylvania Avenue to two-way operation,versus converting all four streets on the CBD Commercial Block.The study involved traffic data collection,capacity analyses using Synchro,network simulations using SimTraffic, development of a conceptual improvement concept,and preparation of a technical -� memorandum. www.civiltechinc.com CIVILTECH Traffic Engineering Services Village of Libertyville Construction Cost NA Funding _ Local&Private Developer Status goin - Ongoing �z Project Manager ' e ��F James R.Woods,P.E.,PTOE � � o° in(epemd — --1 Traffic Engineer M,= lnt orrau dI ri] !.:, i2 - Brian R.DeSalle,P.E.,PTOE ts ark - - - Design Engineer Jennifer M.Hyman,P.E. Over the past several years,Civiltech has served the Village of Libertyville by performing reviews of Traffic Impact Studies and Parking Studies associated with new developments Scope of Services being processed through the Village's review and approval process. Traffic Impact Studies A typical traffic impact study review begins with a meeting with Village staff to review Traffic Engineering details of the proposed development and to obtain copies of relevant documents such Client Contact as site plans,traffic counts,minutes of past meetings,and the traffic impact study itself, Mr.Fred Chung Which is typically prepared by another traffic engineering consultant.Civiltech will also discuss any parking or traffic-related concerns of the Village related to the development. Senior Project Engineer In order to fully understand the issues at hand,we also perform a field visit to the subject Village of Libertyville site to observe existing traffic operations and site conditions.In some cases,we perform 118 Cook Avenue our own traffic counts.Civiltech then performs a detailed review of the traffic impact Libertyville,IL 60048 study text,tables,exhibits and analyses.Our review is based on Village ordinances and 847.2475435 codes as well as industry-standard resources such as the ITE Trip Generation Manual, fchungp libertyville.com the Manual on Uniform Traffic Control Devices,the TRB Highway Capacity Manual, and the AASHTO Green Book.Our review is summarized in a technical memorandum which contains a numbered listing of comments to be addressed by the developer's traffic engineering consultant.After comments are addressed by the developer,there are typically one two more subsequent reviews required until final concurrence with the traffic impact study is achieved. Civiltech also attends staff meetings with development representatives as necessary,as well as public meetings held before applicable Village Commissions and the Village Board to answer any traffic-related questions from elected and appointed officials. Following is the listing of traffic and parking study reviews that Civiltech has performed for the Village of Libertyville: • Parkside of Libertyville Townhomes TIS Review(2014) • Manchester Square Condominiums Parking Study Review(2014) • Lakeside Bus Company Parking Study Review(2014) • Liberty Townhomes TIS Review(2013) • Bridge Development Partners Industrial Park TIS Review(2013) • Condell Hospital TIS Review(2015) • IL 21/IL 137 Mobil Station Site Plan Review(2015) • Oak Trails/Roanoke Residential Development TIS Review(2016) • Auto Expo Car Wash Circulation Review(2016) • Stewart Avenue Townhomes Review(2016) • Station Square TIS Review(2016) • North Pointe Residential TIS Review(2017) www.civiltechinc.com North York Road/Harger Road Intersection Improvement Village of Oak Brook I April 28,2017 Phase II OWLTECH South Street Trail Randall Road Underpass Improvement - Keslinger Road to North of the UP Railroad Kane County Division of Transportation Construction Cost $1.9 million Mra ie�"sit ash!®IC �1€ Funding Federal,KCDOT,IDOT Status 't 1 Completed in 2013 Project Manager James D.Ewers,P.E. Resident Engineer °? Joseph C.Kozial,P.E. Surveyor Scope of Services Resident Engineering One of the most notable aspects of this improvement's area was the heavy amounts Construction Inspection of traffic constantly travelling along Randall Road.Some of the traffic is to and from Construction Management the Delnor Community Hospital in the northwest quadrant of the intersection.It was very clear why the best design alternative chosen was the tunneling/jacking method to Construction Layout connect the trail under Randall.This large amount of traffic,and especially emergency Construction Documentation vehicles for the hospital,cannot be impeded. Coordination and Public Involvement Civiltech provided Phase III Construction Engineering Services for the South Street Interagency Coordination Underpass ensuring the plans and specifications were closely followed.This improvement provided an underpass connection under Randall Road for the South Street Trail.The QC/QA Material Testing underpass had temporary lighting during the installation procedure,and permanent Client Contact lighting when completed.Decorative cast-in-place wing-walls were placed at either end Mr.Dave Boesch of the tunnel which required demonstration and approval of the form liner and coloring Chief of Construction process.The existing path in the northeast quadrant of the Randall and Keslinger Kane County Division of Transportation intersection was realigned for an at grade crossing of Keslinger with proper pavement 41WO1 I Burlington Road markings and signal modifications.New embankment was used to bring the trail down St.Charles,IL 60175 using the proper slope to the grade of the proposed underpass.A 12-foot inside diameter 630.584.1170 concrete jacking pipe was installed as the structure of the underpass under the existing embankment that carries Randall Road up to the bridge over the UP Railroad.The method to install the underpass was proposed by the contractor and approved by the engineering team.A very thorough and comprehensive specification for the submittal process and allowable tolerances to install the underpass was included in the Special Provision. { It was the actual tunneling/jacking of the concrete pipe that was the greatest challenge t ' of the improvement.Our RE was there to ensure that all the procedures,which were approved in the submittal process made sense and were carried out correctly. Civiltech's senior Structural Engineer reviewed all the tunneling/jacking/soil retention submittals,and made certain that the proposed methods were reasonable and capable of accomplishing this complex task. ! Through the efforts of the County,contractor and Civiltech,this challenging improvement was a complete success;so much that it was recognized by the APWA ' Chicago Chapter as the best improvement under$5 million in 2013.The many patrons -a+ who frequent the trail and underpass certainly agree. www.civiltechinc.com CIVILTECH Millennium Trail Underpass - Grand Avenue, Illinois Route 132 Lake County Forest Preserve District Construction Cost 1 - $2.7 million { Funding Illinois Transportation Enhancement Program -. -- -- - (ITEP) Status Phase I completed in 2011 Phase II completed in 2011 Phase III completed in 2013 Phase I Project Manager Mary L.Young,P.E.,PTOE Phase I Project Engineer Joel E.Christell,P.E. Phase II Project Manager Jonathan R.Vana,P.E. Phase II Project Engineer Reid T.Magner,P.E. i Structural Engineers ' Gregory J.Hatlestad,P.E.,S.E. Jeffrey T.Schroeder,P.E. Katelyn L.Kompare Phase III Project Manager James D.Ewers,P.E. Resident Engineer Phillip J.Hurst,P.E. Assistant Resident Engineer Civiltech provided Phase I,II and III services for the construction of an underpass under Eric D.Schmidt Grand Avenue,a four-lane,arterial under the jurisdiction of the Illinois Department Surveyor of Transportation.The improvements were part of the Lake County Forest Preserve Scope of Services District's Master Plan and the proposed Grand Illinois Trail which one day will link Preparation of Contract Plans, multiple trails between Chicago and Galena.Together with the Des Plaines River and Specifications and Estimates Fort Hill trails,this system includes over 90 miles of multi-use trails which will provide Multiuse Underpass access to a large portion of the 28,000-acre Lake County Forest Preserves system. Bikeway and Pedestrian Facility Design Due to rapid urbanization and increased traffic congestion,trail planning and construction Resident Engineering has become increasingly more difficult.The primary concern is the safe crossing of roads Construction Inspection that have higher speed limits and lack any controlled crosswalk location.The Millennium Construction Management Trail Underpass is a reinforced concrete tunnel that will allow trail users to safely pass Construction Layout under Grand Avenue from its current terminus near Rollins Road to connect to an existing Interagency Coordination LCFPD trail north of the their Operations and Public Safety Facility.The tunnel is 18 feet QC/QA Material Testing wide and 11 feet in height and has concrete wing walls with a simulated stone finish.The Client Contact surrounding slopes were planted with native trees and grasses. Mr.Randall Seebach The structure is long enough to accommodate a future five lane cross-section with Director of Planning,Conservation curb and gutter and a bikeway/pedestrian facilities behind the back of curb.Due to a and Development constrained right-of-way near an adjacent utility tower along the southern approach,the Lake County Forest Preserve District 1899 West Winchester Road underpass incorporates a soldier pile wall design on either side of the trail.This design Libertyville,IL 60048 necessitated close coordination with the local agency staff and the Forest Preserve to 847.968.3262 ensure the aesthetic treatment for the wall surfaces and curved alignment blends into the rseebach@lcfpd.org surroundings without an enclosed or narrowing corridor effect for the users. www.civiltechinc.com OWLTECH Lake Carina Parking Area, Trail and Bridge Improvements Lake County Forest Preserve District Construction Cost ° $1.4 million c' Funding Local,IDNR Status Anticipated Construction in 2016 Phase II Project Manager t Reid T.Magner,RE Phase II Project Engineer John R.Rosak + Structural Engineers Gregory J.Hatlestad,P.E.,S.E. Melissa F.Lange,P.E.,S.E. Katelyn L.Kompare Water Resource Engineers Thomas K.Liliensiek,P.E. Elliot S.Anderson Scope of Services Preparation of Contract Plans, The existing Lake Carina site consists of a parking area with an aggregate trail providing Specifications,and Estimates access to a fishing pier and a mowed grass trail encircling the lake to the south. Multiuse Bridge The proposed improvements will include expansion of the existing parking area to Bikeway and Pedestrian Facility Design accommodate additional equestrian parking and hot-mix asphalt trails leading from the parking area to the fishing pier and around the north side of Lake Carina with a new Parking Lot Design bridge crossing of the Des Plaines River.This will provide a critical link in the Lake Client Contact County trail system by connecting to the existing Des Plaines River Trail. Randall Seebach Director of Planning,Conservation, The proposed parking lot will be able to accommodate 12 horse trailers and will allow and Development direct loading and unloading onto the proposed trail.The proposed trails will be 12 feet Lake County Forest Preserve District wide and will connect to a 12 foot wide pedestrian bridge over the Des Plaines River 1899 West Winchester Road with boardwalk approaches on the east and west sides.The project will also include the Libertyville,Illinois 60048 construction of six culvert crossings to accommodate stormwater management in the 847.968.3262 area;two in the parking lot area and four along the proposed trail.An alternate bid rseebach@lcfpd.org component to the project may include the aggregate resurfacing of the mowed grass trail encircling the south side of the lake. Once complete,Lake Carina will become a trailhead for the 31-mile Des Plaines River Trail,allowing people to further enjoy hiking,biking,fishing,and cross-country skiing in the winter. www.civiltechinc.com CIVILTECH Golfview Road - 31st Street to 1st Avenue Chicago Zoological Society Construction Cost - - $3.4 million Status ' PhaseIapproved-January 2012 Phase II complete-October 2013 Phase III complete-November 2014 Phase I Project Manager and Phase 11 QC Michael J.Folkening,P.E.,PTOE, ; LEED Green Associate i1 . Phase I QC/QA - Mary L.Young,P.E.,PTOE Phase II Project Manager Gary Blazek,P.E. i F ; Phase III Project Manager James D.Ewers,P.E. Project Engineers Christopher S.Wolff,P.E., t t t LEED Green Associate Brandon J.Bogenschutz,P.E., LEED Green Associate Daniel T.Echols - - �KKNIK&DE ELEVATION TYPICAL �KK>81t BKfE ELEVATION TYPICAL �NNDCP.KI08K FROM EL NATION Christopher T.Braband,P.E. Resident Engineer The main objectives of this project are to reduce traffic delays for vehicles entering and John P.Vogelman,P.E. exiting the north parking lot of the Brookfield Zoo and to reduce queuing vehicles along Scope of Services 1st Avenue during the Zoo's peak hours of major events.The project limits for Golfview Roadway and Highway Design Road are from 31st Street to 1st Avenue.The proposed roadway improvements include Traffic Engineering and Impact Studies providing better lane channelization at the north parking lot entrance/exit,reconfiguring Project Development Report the intersection of Golfview Road and 1st Avenue,and providing a bus turnout/ drop-off zone to enhance pedestrian access along 31st Street.Within the Brookfield Zoo Location Drainage Study parking lot,the proposed improvements included extending the storage lanes of the 6 Stormwater Management kiosks,modifying the parking lot vehicular circulation,adding parking lot lighting,and Interagency Coordination updating communication lines. Plan and Specification Preparation The project funding consisted of an Illinois Department of Commerce and Economic Kiosk Design Opportunity(DCEO)grant,a Federal High Priority Project(HPP)Funds and Lighting Design additional local money from the Chicago Zoological Society.Civiltech provided Phase Resident Engineering I,II and III engineering services and lead the CZS through the IDOT approval process during all three phases.Phase I work included geometric studies,Intersection Design Client Contact Studies,crash analysis,preparation of a Location Drainage Study,and finally the Mr.John Kramer Vice President-Plant and Facilities Management preparation of a Project Development Report.Phase I1 services included preparation Chicago Zoological Society of detailed design plans for the roadway improvement,entrance and parking lot 3300 Golf Road improvements,lighting and kiosk design.Phase III services included providing Brookfield,IL 60513 construction inspection and all project documentation required by IDOT.This project 708.688.8315 was closely coordinated with the Forest Preserve District of Cook County,the Village of ken neth.kaduk@czs.org Brookfield,IDOT and the Cook County Building and Zoning Department. www.civiltechinc.com CIVILTECH Fairfield Road/IL Route 176 Junction Improvement Lake County Division of Transportation Construction Cost $15.0 million Funding Local Status Phase I completed in 2012 Phase 11 completed in 2013 n Phase III completed in 2014 0 Phase I Project Manager ° Mary L.Young,P.E.,PTOE ., Phase I Design Engineer t. A m Sven D.Zimdahl,P.E. Phase II Director of Design Services Jonathan R.Vana,P.E. $ 0 Phase II Project Manager •, a A David J.Kreeger,P.E. a a Phase II Project Engineer Kristin R.Kalitowski,P.E. When a concept other than a typical improvement is being considered,it is a challenge for Lighting Engineer stakeholders to imagine what the end result may look like.More and more,it is necessary to Derek N.Mall,P.E. use sophisticated visualization tools to communicate the future operation as well as the look Traffic Signal Engineer and feel of alternatives.We employed such tools on a project for the Lake County Division Joseph J.Emry,P.E. of Transportation at the intersection of Fairfield Road/IL Route 176.The severely congested Structural Engineer Gregory J.Hatlestad,P.E.,S.E. intersection needed an increase in capacity.Because the intersection was completely Phase III Project Manager surrounded by the Lakewood Forest Preserve,great consideration was given to the overall James D.Ewers,P.E. impacts of an improvement as well as the aesthetics.Three alternates were investigated: Resident Engineer standard intersection widening,a roundabout,and a grade separation with a connector Brian J.Carroll,P.E. roadway to accommodate turning movements.Because two of these alternates were not Assistant Resident Engineer/ "typical"intersection improvements,3D digital terrain models were developed for each Materials Coordinator alternate,illustrating what they could look like upon completion.In addition,traffic models Hugh Gilgunn,P.E.,DECI Andy E Garb,P.E. were simulated for each alternate to show the operation of the improvements.After extensive Surveyor public involvement and coordination with the Lake County Forest Preserve District,the Scope of Services At-Grade Intersection Improvement was selected as the preferred alternative. Roadway and Highway Design Alternate Analysis Civiltech began detailed plan preparation in Spring of 2011.It was decided to split the project Intersection Design Studies into two construction contracts.The first contract included all of the required trail and Project Report underpass construction.This allowed the trail users to bypass the future roadway construction. Traffic Modeling and Simulation The second contract included the roadway reconstruction.We closely coordinated with the Pedestrian Bicycle Underpass Forest Preserve staff to design three detention ponds that would have a natural look and to Context Sensitive Solutions Process limit impacts to the Forest Preserve.Deep areas of unsuitable soils also presented a design Community Advisory Group challenge.To maintain two-way traffic during construction,vibro concrete columns were Public Information Meetings designed for ground improvement,disturbing a smaller footprint than traditional undercuts. Construction Engineering Construction Inspection Civiltech was selected to perform construction engineering on the roadway contract, Client Contact which began in Spring of 2013.Our Resident Engineer continued close coordination with Ms.Paula Trigg,P.E. the Forest Preserve to maintain access to their facilities,as well as with the Lake County Director of Transportation/County Engineer Lake County Division of Transportation Stormwater Management Commission and Army Corps of Engineers regarding minimizing 600 West Winchester Road the impact of construction on the adjacent wetlands.Civiltech maintains an informative Libertyville,IL 60048 website tracking construction progress and providing updates and photos for the public. 847.377.7400 Construction was completed in Fall 2014. www.civiltechinc.com CMLTECH Quentin Road - South of Long Grove Road to North of U.S. Route 12 Lake County Division of Transportation Construction Cost $17.8 million Funding County Status Phase I completed in 2006 Phase II completed in 2011 Principal in Charge v Robert J.Andres,P.E.,PTOE - Phase I Project Manager Mary L.Young,P.E.,PTOE Director of Design Services o Jonathan R.Vana,P.E. a Phase II Project Manager Reid T.Magner,P.E. Phase II Project Engineer Petro Kravets,P.E. fr . Scope of Services Regional Detention Basin Design This project is centered around the intersection of Quentin Road and U.S.Route 12 Roadway and Highway Design (Rand Road)in the Villages of Kildeer and Deer Park in Lake County,Illinois.Quentin Road is an important north-south arterial in the southern portion of the County and Environmental Class of Action U.S.Route 12 is part of the Illinois Department of Transportation's Strategic Regional Determination Document Arterial System,which is intended to accommodate regional travel demand.Both of Project Development Report these roadways are heavily traveled and the intersection of Quentin Road/U.S.Route 12 Intersection Design Studies is severely congested for many hours of the day. Crash Analysis The project consists of widening and reconstructing one mile of Quentin Road from two Highway Noise Analysis lanes to four lanes and widening approximately one mile of U.S.Route 12 from four Air Quality Analysis lanes to six lanes.At the Quentin Road/U.S.Route 12 intersection,30-foot medians will Wetland Delineation be provided to accommodate dual left turn channelization.Right turn channelization Location Drainage Studies will also be provided.The proposed improvement results in substantial right-of-way acquisition and it is necessary to acquire one residence and one business. Interagency Coordination Coordination and Public Involvement A regional detention basin was designed as part of the proposed improvement in order to comply with the Lake County Watershed Ordinance.The basin was designed with a Client Contact meandering low flow channel as well as native wetland plantings and landscaping. Mr.Chuck Gleason Senior Civil Engineer Although engineering is funded locally,Civiltech and the Lake County Division of Lake County Division of Transportation Transportation are working with the Illinois Department of Transportation to follow 600 Winchester Road Federal-aid guidelines in order to remain eligible for future federal funds.A Project Libertyville,IL 60048 847.377.7400 Development Report was prepared for this project.This project also includes extensive cgleason @LakeCountylL.gov Wetland,flood plain,hydraulic and drainage studies,as well as air quality and highway noise analyses. www,civi[tech inc.com CIVILTECH Weiland Road - Lake Cook Road to IL Route 22 Lake County Division of Transportation Construction Cost $48.0 million 1 � 3 l e Funding LL"' CMAQ STP,MFT,Local Status ' Phase I completed in 2014 " ent Railroad „ , , Phase II ongoing Director of Design Services Jonathan R.Vana,P.E. ` `- Phase II Project Manager Reid T.Magner,P.E. Ilk Phase II Project Engineer Petro Kravets,P.E. Phase II Design Engineers Steven E.Warner ` Tracy F.Scurlock f s t Trenton G.Bruns ` a Drainage Engineer z, Thomas K.Liliensiek,P.E. Structural Engineers This project consists of the widening and reconstruction of over three miles of Gregory J.Hatlestad,P.E.,S.E. Weiland Road and over one mile of Aptakisic Road in the Village of Buffalo Grove. Land Acquisition The improvement will include two through lanes in each direction on Aptakisic Road David W.White and three through lanes in each direction on Lake Cook Road,separated by a center median to allow for left turn channelization at intersections.This project also includes Scope of Services the construction of a new roadway on a new alignment that will link up Weiland Road Roadway and Highway Design directly with IL Route 22 to improve safety and operation and provide a route that can better accommodate traffic movements between Lake Cook Road and IL Route 22.In Traffic Signal Design addition,pedestrian and bicycle accommodations will be provided. Lighting Design The proposed improvements include the reconstruction of a 12ft x 7ft culvert that carries Watermain Design Aptakisic Creek.Structural engineering tasks include the preparation of Condition Sanitary Sewer Design Reports,Type,Size and Location plans,and detailed design plans for the structure. Stormwater and Environmental Permitting The proposed improvements include numerous drainage features within the project area Drainage Structures including new storm sewers and new detention basins.Civiltech utilized StormCAD and PondPak to develop an Existing and Proposed Drainage Plan that satisfies the proposed Client Contacts improvement needs and meets the requirements of the various agencies including the Mr.Darren Monico,P.E. Lake County Stormwater Management Commission,the Cook County Department of Village Engineer Transportation and Highway,and the Illinois Department of Transportation. Village of Buffalo Grove Due to impacts in the project corridor,an extensive public outreach program was 51 Raupp Boulevard conducted to educate and obtain input from affected property owners regarding Buffalo Grove,IL 60089 implementation of property relocation benefits. 847.459.2543 dmonico @vbg.org Civiltech has assisted the Village of Buffalo Grove,Lake County and the Cook County Department of Transportation and Highways in securing CMAQ and STP Federal funding for construction. www.civiltechinc.com North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Phase III CIVILTECH 31st Street Bike/Pedestrian Path Village of Oak Brook Construction Cost $1.1 million Funding _ STE,Local a Status Phase I completed in 2000 Phase II completed in 2003 Phase III completed in 2005 Phase II Project Manager Jonathan R.Vana,P.E. Phase II Project Engineer David J.Kreeger,P.E. Structural Engineer Otto J.Hatlestad,S.E.,P.E. Civiltech provided Phase I,Phase II,and Phase III Engineering Services for this project. Phase III Project Manager The project included the construction of a 10 foot wide multi use path with two foot James D.Ewers,P.E. grassed shoulders from Trinity Lane to Jorie Boulevard.The project included segmental Resident Engineer retaining walls and a twelve foot wide, 120 foot long pedestrian/bicycle bridge over Donald J.Marek Illinois Route 83.The project also included the modification of two existing signal installations to include pedestrian signal indications. Surveyor Scope of Services The project was funded with Surface Transportation Enhancement(STE)Funds.The project included multi agency coordination between the Village of Oak Brook,the Project Development Report Illinois Department of Transportation,and the DuPage County Highway Department. Bikeway and Pedestrian Facility Design The design services were completed in 2003. Pedestrian/Bicycle Bridges Retaining Walls The successful completion of Phase I and II engineering for this project has led Civiltech to proceed with Phase III engineering services for the Village.The project was let and Type,Size&location Drawings awarded by IDOT and Civiltech provided our full range of Construction Engineering Traffic Signal Design Services.The project was completed in 2005. Preparation of Contract Plans, Specifications and Estimates Resident Engineering Construction Layout Construction Inspection Topographic Surveys Client Contact Mr.Dale L.Durfey,Jr.,P.E. Village Engineer Village of Oak Brook 1200 Oak Brook Road Oak Brook,IL 60521 630.990.3010 ddurfey@oak-brook.org www.civiltechinc.com OWLTECH Caton Farm Road from Drauden to County Line Road Will County Division of Transportation Construction Cost $7.5 million Funding County,Local Status Completed in 2014 Project Manager James D.Ewers,P.E. Resident Engineer Donald J.Marek Assistant Resident Engineer John M.Kerivan Scope of Services Resident Engineering Construction Inspection s Construction Managements. Construction Layout y Construction Documentation i o Y 4 1 a'� `�' • I' L Coordination and Public Involvement a LL Interagency Coordination m QC/QA Material Testing t a m Client Contact o 6 Mr.Jeffrey L.Ronaldson,P.E. a Assistant County Engineer Will County Division of Transportation a 16841 West Laraway Road This$7.5 million roadway reconstruction continued an improvement corridor for Joliet,IL 60433 815.727.8476 Will County to connect Joliet and Plainfield to the west.The improvement included a substantial amount of Right of Way acquisition.During construction,the parties involved with some of the acquired areas were kept especially well informed about project activities and what would occur adjacent to their property. The improvement fully reconstructed the road from a rural two lane cross section into a two lane in each direction urban cross section with turn lanes and medians.Sidewalk and a bike path were included to connect the surrounding neighborhoods.Miles of new storm sewer was installed to properly drain the wider road which now included curb and gutter.An ample amount of coordination was needed to facilitate the installation of a widen Rail Road crossing with new gates and signal equipment.A new traffic signal was also installed at the intersection with County Line Road. Civiltech made certain to include the City of Joliet and all involved stakeholders keeping them up to date so that they could make informed decisions regarding the road which would be jurisdictionally transferred.The final improvement increased capacity to the growing subdivisions,and made a safer road for all travelers. File Name:2533 www.civiltechinc.com OWLTECH Essington Road/Hennepin Drive City of Joliet Construction Cost $3.4 million Funding STP,Local ' Status Phase I completed in 2008 Phase II completed in 2009 Phase III completed in 2010 Phase I Project Manager Mary L.Young,P.E.,PTOE �. a Director of Design Services Jonathan R.Vana,P.E. r o 8 o Phase II Project Manager a David J.Kreeger,P.E. LL Phase II Project Engineer Kristin R.Kalitowski,P.E. m Structural Engineer Gregory J.Hatlestad,P.E.,S.E. 4q m Lighting Engineer Shirley J.Choi,P.E. Phase III Project Manager a James D.Ewers,P.E. -Ihe intersection of Essington Road and Hennepin Drive serves as one of the south Resident Engineer entrances to Westfield Louis Joliet Shopping Center.It also accommodates a large Donald J.Marek Surveyor volume of commuter traffic destined to and from I-55,which is located approximately one mile to the north.The intersection faces extreme congestion for many hours Scope of Services of the day,oftentimes resulting in commuter traffic cutting through the mall.This Roadway and Highway Design project included the widening and resurfacing of Essington Road and Hennepin Drive Intersection Design Studies to provide additional turn lanes at the intersection.The existing traffic signal was Location Drainage Studies modernized and pedestrian indications were provided.The intersection of Essington Crash Analysis Road and Mall Loop Drive was also resurfaced and a new traffic signal was installed as Computerized Traffic Simulation part of this improvement.Because the two traffic signals are located within 200 feet of Coordination and Public Involvement one another,detailed traffic analyses were performed to ensure adequate levels of service Project Development Report Interagency Coordination could be provided.This included computer simulations using SYNCHRO to evaluate the interdependent operation of the two traffic signals. Traffic Signal and Signal System Design Lighting Design Sunnyland Drain crosses beneath Essington Road south of Hennepin Drive through Preparation of Contract Plans, Specifications and Estimates three 87"x 63"arch-shaped corrugated metal pipes.Inspection of the pipes during Plat and Legal Description Preparation preparation of the Culvert Condition Report revealed that the pipes were deteriorating. Appraisals It was determined that extension of the pipes to accommodate the road widening Land Acquisition would not be possible.As part of the Phase II engineering,detailed plans for the Resident Engineering construction of replacement triple 6'x 5'box culverts were prepared.Since Sunnyland Construction Layout Drain is a Waters of the U.S.,a section 404 permit was obtained from the Army Construction Documentation Corps of Engineers. Client Contact Mr.Russell A.Lubash,P.E. The City of Joliet selected Civiltech to perform the Construction Engineering for this Traffic Engineer project due to our proven qualifications and experience. Our Resident Engineer brought City of Joliet the involved stakeholders together by coordinating with Joliet,the contractor,multiple 921 East Washington Street Joliet,IL 60433 utilities,and the Westfield Mall to make the installation of the triple box culvert under a 815.405.5493 full road closure as easy as possible. rlubash@jolietcity.org www.civiltechinc.com CIVILTECH Dundee Road Street Lighting Village of Wheeling Construction Cost Phase 1-$1.2 million Phase 2-$1.5 million Funding Federal STP Status Phase 1—Constructed in 2015 Phase 2—Anticipated Construction in 2017 Director of Design Services Jonathan R.Vana,P.E. Project Manager Derek N.Mall,P.E. t Project Engineer Shirley J.Choi,P.E. Director of Construction Engineering Services James D.Ewers,P.E. Resident Engineer ,.r o Donald J.Marek Scope of Services Lighting Design This project involved designing roadway lighting for about 2 miles on Dundee Road Preparation of Contract Plans, (IL Route 68)in the Village of Wheeling.The work was split into two phases.The first Specifications and Estimates phase was from Northgate Parkway to Milwaukee Avenue(IL Route2l).The second Resident Engineering phase was from Cambridge Drive to Northgate Avenue.In the first phase,the standard village poles and standard high pressure sodium luminaires were used.As the availability Construction Documentation of high pressure sodium luminaire options dwindled and the rise of LED options,the Client Contact second phase of the project was changed to utilize LED luminaires.Civiltech analyzed Mr.Jon Tack,P.E. various LED options and provided the Village with these options for selection.Both Village Engineer phases include festoon outlets and banner arms on the poles. Village of Wheeling 2 Community Boulevard Since the roadway is under IDOT jurisdiction and the Village had secured federal Wheeling,IL 60090 STP funding,the project was processed through the District 1 Bureau of Local Roads 847.459.2620 and Streets with the review of the lighting completed by the Electrical Section of jtack@wheelingil.gov the Bureau of Traffic.the lighting design met the requirements of IDOT District I General Guidelines for Lighting Design.Photometrics for the roadways,sidewalks and intersections lighting met all guidelines of the ANSI/IESNA Roadway Lighting(RP-B- 00). There was significant coordinate with ComEd and other overhead utilities companies to address their overhead utility conflicts with proposed poles.Offset and wall mounted foundations were used to avoid utilities and contend with narrow right of way.Phase I of the project includes 77 poles and 2 controllers.The design of phase 1 was completed in early 2015 with construction completed by the end of 2015.The construction cost for the project was$1.2 million.The design of the phase 2 will be complete in 2017. www.civiltechinc.com CIVILTECH U.S. Route 14/Davis Street/Arthur Avenue Intersection Improvement - Stage 3 Village of Arlington Heights Construction Cost $3.5 million Funding STP Status Phase II completed in 2012 F, ,t►erp111111}�� L Construction completed in 2013 pl Phase I Project Manager Mary L.Young,P.E.,PTOE ' Phase II Project Manager Jonathan R.Vana,P.E. Phase II Project Engineer Reid T.Magner,P.E. Traffic Signal Engineer The purpose and need of the improvement is to reduce traffic congestion and delays Joseph J.Emry,P.E. while improving the safety along the U.S.Route 14/Davis Street/Arthur Avenue Phase III Project Manager roadways and the corresponding Arthur Avenue railroad crossing and the Prindle James D.Ewers,P.E. Avenue underpass. Resident Engineer The roadway geometry at the Arthur Avenue railroad crossing is inadequate to properly John P.Vogelman,RE accommodate the vehicles that use the railroad crossing.There is the need to provide Scope of Services additional capacity at this intersection.Due to the large number of turning movements Preparation of Contract Plans, at the intersection,an exclusive right turn lane on the northwest leg of U.S.Route 14 Specifications and Estimates at the intersection with Arthur Avenue and a left turn lane on the southeast leg of U.S. Traffic Signal and Signal System Design Route 14 will be extended at the intersection with Arthur Avenue.In addition,a barrier Street Rehabilitation and Reconstruction median will be constructed on the approaches to the railroad tracks to prevent vehicles from maneuvering around protective gates when they are in a down position. Lighting Design Interagency Coordination Since the Prindle Avenue underpass is a high accident location with a majority of the Appraisals accidents occurring when vehicles turn left from U.S.Route 14 to Prindle Avenue, there is a need to provide left turn channelization.In order to prevent conflicting left Land Acquisition turns from southeastbound U.S.Route 14 to Gregory Street,a barrier median will be Resident Engineering constructed.This would allow only right-in/right-out access to Gregory Street. Contract Documentation The project entails geometric improvements,railroad coordination,p.c.c.pavement QC/QA Material Testing widening and rehabilitation,traffic signal design,highway lighting,utility Client Contact improvements,and sidewalk improvements. Mr.Michael L.Pagones Village of Arlington Heights Civiltech saw this project through implementation and completion by providing 33 S.Arlington Heights Road construction engineering for the Village.Intense coordination was required and Arlington Heights,IL 60005 accomplished by our Phase III Team between the contractors,railroad,businesses and 847.368.5250 Arlington Heights. mpagones@vah.com www.civiltechinc.com OWLTECH IL Route 31 at Virginia Road & Klasen Road McHenry County Division of Transportation Construction Cost $8.5 million Funding Federal,State,County Status Design completed in 2011 Construction completed in 2012 Phase 11 Project Manager I Gary A.Blazek,P.E. Senior Project Engineer Kenneth W Hodgen,P.E. Project Coordinator Peter M.Layer Project Engineer - r Daniel T.Echols \ Christopher T.Braband,P.E. a Traffic Signals ' _ Joseph J.Emry,P.E. Brian R.DeSalle,P.E.,PTOE This$9.0 million intersection improvement included the reconstruction of the roadway Phase III Project Manager/Construction QC/QA with full depth concrete pavement.There was well over a mile of pavement to be James D.Ewers,P.E. reconstructed into a cross section of multiple through and turn lanes that helped to Resident Engineer alleviate the heavy congestion that this intersection had experienced.The Virginia Road Martin F.Ebert Assistant Resident Engineers intersection was realigned to the north to increase the distance from the Klasen Road John P.Vogelman,P.E. intersection and to intersect IL Route 31 at a 90 degree angle which improved safety Andy F.Garb,P.E. and traffic flow.This section of roadway was part of the Phase I study for the Western Documentation Engineer Algonquin Bypass that included traffic studies,alignment alternatives,capacity analysis, Michael R.Lubicky intersection design studies and a location drainage study.The improvement completes Surveyor MCDOT's street network improvements in the area.The project also included a new Scope of Services drainage system,two new traffic signals and a bike path.Additional right-of-way Roadway and Highway Design requirements were established by Civiltech.The project was designed on a fast track in Environmental Assessment and Design Studies order for MCDOT to obtain Federal Funding. Traffic Engineering and Impact Studies Intersection/Interchange Design Studies Civiltech's Construction Engineering Team,using our experienced full time inspection Drainage Design procedures,successfully continued the extensive coordination between all stakeholders Traffic Signal and Signal System Design of the improvement.Our team was instrumental in conjunction with the contractor Capacity Analysis in proposing and accomplishing an adjustment to the traffic staging on Virginia Road Coordination and Public Involvement which resulted in two months of time saving on that portion of the project. Interagency Coordination Intersection Design Studies Pavement Design Preparation of Contract Plans, Specifications and Estimates Client Contact Mr.Joseph R.Korpalski,Jr.,P.E. County Engineer McHenry County Division of Transportation 16111 Nelson Road Woodstock,IL 60098 815.334.4960 jrkorpalski@co.mchenry.il.us www.civiltechinc.com North York Road/Harger Road Intersection Improvement OWLTECH Village of Oak Brook I April 28,2017 Attachement D IDOT Preq ialifi(-;ati(.)i-i i_(,1tt�► F---;latel1 ler!t oll QI aalific alirq ) Representative Project Experience Team Organizational Chart and Resumes "t ()I )stilt"Ill t��a li(i�.�t 1i� ;i I Anticipated Project Schedule Cost Estimate of Consultant Services North York Road/Harger Road Intersection Improvement Village of Oak Brook Team Organizational Chart Village Public Works& Engineering Staff Phase 1 Engineering Phase 11 Engineering t Phase 111 Engineering j I Director ofTraffio Director of Construction Diroctor of Design Services Environmental&Design _.,__.._,,...� Engineering Services and Studies and QUQA and QC/CIA QCJQA Jonathan R.Yana,P.E. Mary L.Young,P.E.,PTOE n lames D.Ewers,P.E. Project Manager Project Mana�er Resident Engineer James R.Woods,P.E,PTOE Reid T.Magner, Donald J.Marek Project Engineer Project Engineer Jennifer M.Hyman,PE. Petro Kravets,P.E. Design Engineer Traffic Engineer Design Engineer Traffic Signal Engineer Lighting Engineer Surveyor Jennifer M.Hyman,P.E. Brian R.DeSalle,P.E_PTOE Trenton G.Bruns Joseph J.Emry,P.E. Derek N.Mall,P.E. Samuel C Moscatello Geotechnlcal Services Environmental Studies -� Environmental Permitting Geotechnical Serv7ce Topographic Survey Topographic Survey Midland Standard 9 I Stuedemann Environmental Stuedeman En uonmental c Midland Standard ill Jorgensen&Associates,Inc g Engineering&Testing,Inc. _onsuhing,LLC Consulnng,LLC i Jorgensen&ASSOCIates,l i Engineering&Testing North York Road/Harger Road Intersection Improvement CIVILTECH Pillage of Oak Brook I April 28.2017 Phase I CIVILTECH Brian R . DeSalle , P. E . , PTOE Engineer V Education Mr.DeSalle has been employed in the field of transportation engineering consulting M.S.Civil Engineering,2002 for 15 years.He serves as a Senior Project Engineer with specialization in traffic signal Purdue University design,signal coordination and timing(SCAT),traffic simulation and modeling,and B.S.Civil Engineering, 1999 traffic engineering and impact studies.He has expertise in advanced transportation University of Missouri-Rolla software and modeling packages such as Synchro and VISSIM. Traffic Signal Seminar,October 2009 Representative Projects CECI/Illinois Department of Transportation Traffic Signal and Signal System Design Traffic Signal Workshop,April 2008 ■ Various Traffic Signal Designs,Illinois Department of Transportation— Northwestern University Center District One for Public Safety ■ Weiland Road Improvements(Lake Cook Road to IL Route 22);Lake County VISSIM Intro Training,May 2006 Division of Transportation PTV America ■Lake Cook Road Phase II;Village of Buffalo Grove;$43.5 million VISSIM Advanced Training,July 2011 ■Quentin Road, U.S.Route 12 to IL Route 22;Lake County Division of PTV America Transportation;$22.8 million Synchro/SimTraffic Level II Training ■Elgin-O Hare Western Access(EOWA)IL Route 390,Lively Boulevard to Supreme August 2011 Trafficware Drive;Illinois Tollway;$88.9 million ■ Traffic Signal Interconnect—Broadway/Sheridan Road,Hollywood Avenue to Professional Registrations Devon Avenue;EJM Engineering,Inc. Professional Engineer—Illinois; ■Brookfield Zoo—Phase II Design;Chicago Zoological Society;$3.4 million 062-058689 ■Fairfield Road/IL Route 176Phase II;Lake County Division of Transportation; Professional Traffic Operations $15.0 million Engineer—National Certification;2550 ■Kreutzer Road Phase II,•Village of Huntley;$4.7 million Professional Organizations ■ Wilson Street Interconnect;City of Batavia;$2.6 million ■IL Route 31 at Klasen Road and Virginia Road;McHenry County Division of Institute of Transportation Engineers Transportation;$9.0 million ■IL Route 31 Western Algonquin Bypass;McHenry County Division of Areas of Specialization Transportation;$60.0 million Traffic Signal and Signal System Design Traffic Engineering and Impact Studies Traffic Engineering and Impact Studies ■2016 Indefinite Quantities Traffic Engineering Services;City of Highland Park Traffic Signal Timing and Optimization •Crystal Lake Traffic Engineering Services;City of Crystal Lake Traffic Modeling and Simulation ■ TE-1 On-Call Traffic Engineering Services;Village of Schaumburg Safety Studies ■CVS Traffic Study;City of Crystal Lake ■Edwards Elementary School Annex Traffic Study;Public Building Commission of Chicago ■ Traffic Engineering Services;Village of Libertyville ■2013 Maple Avenue/Fairview Avenue Traffic Study;Village of Downers Grove ■Roselle Road/Bethel Lane Intersection Study;Village of Schaumburg ■2013 Pleasant Square Traffic Impact Study Update;M/I Homes of Chicago,LLC ■Centegra Health System—Huntley Hospital;Centegra Health System ■Second Street One-Way/Two-Way Study;City of Elmhurst ■Memory Gardens Traffic Impact and Parking Study;SCI Illinois Services,Inc. www.civiltechinccom CMLTECH Brian R . DeSalle , P. E . , PTOE Engineer V Representative Projects(Continued) Traffic Engineering and Impact Studies(Continued) •Lake County FairgroundslFarm Bureau Property Traffic Impact Study; Lake County Division of Transportation • Vernon Hills Traffic Engineering Services;Village of Vernon Hills •Park Ridge Comprehensive Tragic and Parking Study;City of Park Ridge • The Ravines Traffic Impact Study;The Harp Group •Hamilton LakeslElgin-O Hare Expressway Access Study;Hamilton Partners •I-90 at Meacham Road/Roselle Road Interchange Study;Village of Schaumburg Traffic Signal Timing and Optimization • 7horndale Avenue,Arlington Heights Road to IL Route 53;DuPage County Division of Transportation • Van Buren Street and Elgin Avenue Reconstruction;Gerald L.Heinz and Associates • Various Tragic Control Warrant and Signal Timing Studies;City of Chicago •Cubs Post-Game Timing Study—Irving Park Road;City of Chicago Office of Emergency Management&Communications Traffic Modeling and Simulation •Stony Island Avenue Cycle Track(Synchro);Chicago Department of Transportation •North Lake Shore Drive Phase I Study(Synchro and VISSIM);City of Chicago •Ford Chicago Assembly Plant Traffic Simulation 2011 Update(VISSIM); Alfred Benesch&Company •CN Railway Acquisition of the E.J. &E.Railway—Traffic Impact Study(VISSIM); Village of Barrington •I-90/I-290/Meacham Road(Synchro);Village of Schaumburg •IL Route 176lFairfield Road Phase I Study(VISSIM);—Lake County Division of Transportation • 7horndale Avenue Phase I Study(Synchro)—DuPage County Division of Transportation •Interstate 55 at IL Route 59 Interchange Study(Synchro)—City of Joliet •Jane Addams Memorial Tollway(1-90)Master Planning Study,IL Route 53 to Higgins Road(VISSIM);Illinois Tollway(VISSIM) •Ridge Avenue,Howard Street to Lyons Street,Phase 1,II,and III(Synchro); City of Evanston •Lake Cook Road/Arlington Heights Road CFI Study(VISSIM);Lake County Division of Transportation REVISED:2017 www.civiltech i nc.com CIVILTECH Jenny J . Gantumur Engineer II Education Ms.Gantumur has been employed by Civiltech Engineering since June 2015.She B.S.Civil Engineering and currently serves as a Design Engineer I for Phase I projects involving environmental and Environmental Engineering,2015 location-design studies,public involvement,and traffic engineering. University of Illinois at Urbana-Champaign Representative Projects Environmental Assessment and Design Studies Professional Organizations ■2016 Surface Transportation Program Roadway Improvement Project; Institute of Transportation Engineers Village of Libertyville ■Caton Farm-Bruce Road Phase I Study;Will County Division of Transportation Areas of Specialization Traffic Engineering Environmental Assessment and ■Quentin Road, U.S.Route 12 to IL Route 22;Lake County Division of Transportation Design Studies Accident Analysis Road and Highway Design Road and Highway Design ■Meacham Road andAmerican Lane Pedestrian Enhancements;Village of Schaumburg Traffic Engineering Accident Analysis ■State Parkway and National Parkway Roadway Improvements;Village of Schaumburg REVISED:2017 www.civiltechinc.com CMLTECH James R . Woods , P. E . , PTOE Project Manager Education Mr.Woods has been employed in private consulting at Civiltech Engineering since June B.S.Civil Engineering, 1997 1997.He currently serves as a Project Manager for the preparation of environmental and Valparaiso University location-design studies and traffic engineering and impact studies.He also specializes in highway noise measurement,modeling,analysis and reporting.In addition,Mr.Woods FHWA Traffic Noise Model has expertise in transportation modeling and simulation packages including Synchro, Training Course,August 1998 VISSIM and CORSIM. Bowlby&Associates,Inc. Phase I Process Overview and Location Representative Projects and Environmental Studies,May 2004 Environmental Assessment and Design Studies Illinois Department of Transportation ■Categorical Exclusion Group I,IL 83 at Greenleaf Avenue and PrattAvenue Beginner-Advanced Synchro Intersection Improvements;Village of Elk Grove Village and Sim Traffic Course,July 2000 a Project Development Report,7horndaleAvenueImprovements,IL Route 53(Rohlwing University of Nebraska at Lincoln Road)to Arlington Heights Road,-DuPage County Division of Transportation VISSIM Intro Training,May 2006 ■Environmental Class of Action Determination and Design Report,IL Route 22, PTV America Quentin Road to IL Route 83;Illinois Department of Transportation;$36.0 million ■Project Development Report,Ridge Avenue Improvements,Howard Street to Lyons Context Sensitive Street;City of Evanston;$6.6 million Solutions Approach,May 2007 Illinois Department of Transportation a Project Development Report,95th Street Park and Ride,City of Naperville;$1.1 million ■Environmental Class of Action Determination and Combined Design Report, Introduction to NEPA and Fairway Drive Extension, U.S.Route 45 to IL Route 60;Village of Vernon Hills; Transportation Decision Making, $17.0 million November 2009 FHWAlNationalHigovembes2009 ■Project Development Report,Naper Boulevard and Chicago Avenue/Maple Avenue Course No. 142052 Intersection Improvement,•City of Naperville;$14.5 million ■Project Report, Washington Street,IL Route 83 to U.S.Route 45;Lake County Highway Traffic Noise,August 2010 Division of Transportation;$6.5 million FHWA/National Highway Institute Course No. 142051 ■Design Study;Biesterfield Road Widening and Reconstruction,Meacham Road to IL Route 53;Village of Elk Grove Village;$2.0 million ■Project Development Report,Rollins Road, U.S.Route 45 to IL Route 132; Professional Registrations Lake County Division of Transportation;$5.0 million Professional Engineer-Illinois; •Project Development Report,Prospect Street, U.S.Route 20 to IL Route 176,• 062-055445 City of Marengo;$3.6 million Professional Traffic Operations Feasibility Studies Engineer-National Certification;211 ■Hamilton Lakes/Elgin-O Hare Expressway Access Study;Hamilton Partners ■I-90 Corridor Study Local Agency Master Plan,IL Route 59 to Arlington Heights Professional Organizations Road;Village of Schaumburg Institute of Transportation Engineers ■Lake-Cook Road/Arlington Heights Road Continuous Flow Intersection Study; Lake County Division of Transportation Areas of Specialization •Strategic Regional Arterial Study—Subset No.5,•Illinois Department Environmental Assessment of Transportation and Design Studies •North-South Arterial Traffic Study;Village of Barrington Feasibility Studies ■Naperville Road/Warrenville Road/I-88 Interchange Feasibility Study;DuPage County Division of Transportation Traffic Engineering and Impact Studies Traffic Engineering and Impact Studies Highway Noise Analysis •Batavia Park District Traffic Impact Study;City of Batavia • Various Traffic Engineering Studies,City of Highland Park •CN Railway Acquisition of the E,J&E Railway Traffic Impact Study; Village of Barrington •Memory Gardens Traffic Impact and Parking Study;SCI Illinois Services,Inc. www.civiltechinc.com OWLTECH James R . Woods , P. E . , PTOE Project Manager Representative Projects(Continued) Traffic Engineering and Impact Studies(Continued) • Treehouse at the Ravines Traffic Impact and Parking Study;Harp Group •Fairground/Farm Bureau Property Traffic Impact Study;Lake County Division of Transportation • Vernon Hills Traffic Engineering Services;Village of Vernon Hills •Synnestvedt Property Redevelopment Traffic Impact Analysis and Preliminary Engineering;Lennar Communities of Chicago,LLC •IL Route 137 and Butterfield Road Traffic Access and Intersection Design Study; Ashley Capital •Proposed Plainfield Hospital Traffic Impact Analysis;Edward Hospital •City-Wide Traffic Engineering Study;City of Aurora •City Centre Traffic Circulation Study,City of Elmhurst Highway Noise Analyses •EnvironmentalAssessmentand Design Report,Weiland Road/Lake Cook Road,Lake Cook Road to IL Route 22 and Buffalo Grove Road to Hastings Lane;Village of Buffalo Grove and Cook County Highway Department;$80.0 million •Environmental Assessment and Design Report, Quentin Road, U.S.Route 12 to IL Route 22;Lake County Division of Transportation;$24.0 million •Noise Analysis Technical Memorandum, Templeton Woods Traffic Noise Study,IL Route 83 from 31st Street to U.S.Route 34(Ogden Avenue);TK Templeton Woods,LLC •Noise Analysis Technical Memorandum,Village of Oak Brook Noise Monitoring, Interstate 294 from IL Route 38(Roosevelt Road)to 31st Street;Village of Oak Brook •Project Development Report,Kreutzer Road Extension,IL Route 47 to south of Main Street;Village of Huntley;$4.4 million •EnvironmentalAssessmentand Design Report,Caton Farm Road and Bruce Road, Gaylord Road to Cedar Road-Will County Department of Highways •Environmental Class of Action Determination and Combined Design Report,IL Route 22,Quentin Road to IL Route 83;Illinois Department of Transportation; $36.0 million •Jane Addams Memorial Tollway(I--90)Master Planning Study,IL Route 53 to Higgins Road;Illinois Tollway •Project Development Report,Kreutzer Road Extension;Village of Huntley; $3.7 million •Project Development Report, Washington Street,Cedar Lake Road to Hainesville Road;Lake County Division of Transportation;$6.6 million •Environmental Assessment and Design Report,IL Route 31 Western Bypass, Edgewood Drive to Rakow Road;McHenry County Division of Transportation; $64.0 million •Environmental Class of Action Determination and Project Development Report, Orchard Road, U.S.Route 30 to Jericho Road;Kane County Division of Transportation;$23.6 million •Environmental Class of Action Determination and Project Development Report, Fairway Drive Extension, U.S.Route 45 to IL Route 60;Village of Vernon Hills; $17.0 million •Project Development Report,Nailer Boulevard and Chicago Avenue/Maple Avenue Intersection Improvement;City of Naperville;$14.5 million REVISED:2014 www.civiltechinc.com (_4�cz�_._ CIVILTECH Jennifer M . Hyman , P. E . Engineer IV Education Ms.Hyman has been employed by Civiltech Engineering since November 2011.She B.S.Civil Engineering,2010 currently serves as a Project Engineer for Phase I projects involving environmental and Purdue University location-design studies,public involvement and traffic engineering and impact studies. M.S.Civil Engineering,2011 Ms.Hyman specializes in geometric design studies and crash analyses. Purdue University Representative Projects Roadside Safety Design Environmental Assessment and Design Studies FHWA/National Highway Institute May 2016 ■Environmental Impact Study and Design Report,North Lake Shore Drive Phase I Study,- Course No.380032A Illinois Department of Transportation,Chicago Department of Transportation Roundabout Design Workshop, ■Environmental Assessment and Design Report,Darrell Road Phase I Study; August 2015 Lake County Division of Transportation Northwestern Center for Public Safety ■Environmental Assessment and Design Report, U.S.Route 14 Grade Separation at Highway Safety Manual CNIEJ&E Railway;Village of Barrington;$60.5 million Online Overview, ■Environmental Assessment and Design Report, Weiland Road/Lake Cook Road, June 2015 Lake Cook Road to IL Route 22 and Buffalo Grove Road to Hastings Lane, FHWA/National Highway Institute Village of Buffalo Grove,Cook County Department of Transportation;$96.0 million Course No.380106 ■Environmental Assessment and Design Report, Caton Farm and Bruce Road, Introduction to NEPA and Gaylord Road to Cedar Road;Will County Department of Highways Transportation Decision Making, ■Project Development Report, Quentin Road, U.S.Route 12 to IL Route 22; November 2014 Lake County Division of Transportation;$22.8 million FHWA/National Highway Institute Course No. 142052 ■Categorical Exclusion Group II, Church Road Bike Path Phase I Study, Grove Avenue to Irving Park Road;Village of Bensenville Professional Registrations ■Categorical Exclusion Group I, Caton Farm Road and Essington Road Intersection Professional Engineer-Illinois; Improvement;City of Joliet;$2.5 million 062-066983 ■Categorical Exclusion Group I, Greentree Parkway/Red Top Drive/4th Avenue Resurfacing;Village of Libertyville;$1.4 million Professional Organizations ■Categorical Exclusion Group I,Higgins Road(IL Route 72)Bike Path Phase I Study;Village of Schaumburg Institute of Transportation Engineers ■Categorical Exclusion Group I,Rockland Road Phase I Study,IL Route 21 to St. Areas of Specialization Mary's Road;Village of Libertyville,Libertyville Township Environmental Assessment Feasibility Studies and Design Studies ■ Tuscan Woods Noise Barrier;Village of Oak Brook Road and Highway Design ■North York Road Feasibility Study;Village of Oak Brook Intersection Design Studies ■Hamilton Lakes/Elgin-O Hare Expressway Access Study;Hamilton Partners Feasibility Studies Traffic Engineering and Impact Studies Traffic Engineering and Impact Studies ■Vernon Hills Traffic Engineering Studies;Village of Vernon Hills Crash Analysis ■Roselle Road and Bethel Lane Traffic Study,Village of Schaumburg ■Meacham Road atAmerican Lane Crosswalk;Village of Schaumburg ■Glen Ellyn STPApplication and Pennsylvania One-Way, Two-Way Study; Village of Glen Ellyn Site Design Engineering ■Panera Bread Site Plans;Village of Highland Park REVISED:2017 www.civiltechinc.com CIVILTECH Mary L. Young , P. E . , PTOE Director of Traffic, Environmental and Design Studies Education Ms.Young has been employed in private consulting engineering since 1991 and serves B.S.Civil Engineering, 1991 as the Director of Civiltech's Traffic,Environmental and Design Studies Department. University of Illinois at Ms.Young possesses expertise in comprehensive impact studies,traffic engineering, Urbana-Champaign and environmental/location-design studies for projects ranging from intersection Administrative Record,May 2016 improvements to major roadway corridor projects.Ms.Young has had extensive training FHWA/National Highway Institute in the National Environmental Policy Act procedures and methodologies and is pre- Course No. 142062 qualified by IDOT at the Environmental Impact Statement(EIS)level.She is able NEPA and Transportation Decision to create effective stakeholder involvement programs as part of the context sensitive Making,June 2007 design process through her extensive knowledge of the transportation planning and FHWA/National Highway Institute implementation process combined with her communication skills.Ms.Young is a Course No. 142005 registered Professional Engineer in Illinois as well as a nationally certified Professional Beyond Compliance:Historic Traffic Operations Engineer. Preservation in Transportation Project Development,November 2013 Representative Projects FHWA/National Highway Institute Environmental and Design Studies Course No. 142049 ■Environmental Impact Statement,North Lake Shore Drive, Grand Avenue to Environmental Impact Assessment: Hollywood Avenue;City of Chicago;$1.5 billion National Environmental Policy Act and ■Environmental Assessment and Design Report, U.S.Route 14 at CNRailroad Grade Related Requirements,April 2003 Separation;Village of Barrington;$62.8 million American Law Institute/ Environmental Law Institute ■Environmental Assessment and Design Report,IL Route3l Western Bypass, Environmental Impacts of Edgewood Drive to Rakow Road;McHenry County Division of Transportation; Highway Projects,March 1998 $81.7 million University of Wisconsin at Madison ■Environmental Assessment and Design Report, Weiland Road/Lake Cook Road, Context Sensitive Solutions Lake Cook Road to IL Route 22 and Buffalo Grove Road to Hastings Lane; Awareness Class,October 2006 Village of Buffalo Grove and Cook County Highway Department;$96.0 million Illinois Department of Transportation ■Environmental Class of Action Determination and Design Report,IL Route 22, Administrative Record,May 2016 Quentin Road to IL Route 83;Illinois Department of Transportation;$36.0 million FHWA/National Highway Institute ■Environmental Class of Action Determination and Project Development Report, Course No. 142062 Quentin Road,South of Lang Grove Road to North of U.S.Route 12; Lake County Division of Transportation;$17.8 million Professional Registrations ■Environmental Class of Action Determination and Project Development Report, Orchard Road, U.S.Route 30 to Jericho Road;Kane County Division of Professional Engineer-Illinois; Transportation;$23.6 million 062-050889 ■Environmental Class of Action Determination and Project Development Report, Professional Traffic Operations Fairway Drive Extension, U.S.Route 45 to IL Route 60;Village of Vernon Hills; Engineer-National Certification;346 $17.0 million ■Project Development Report, Quentin Road, U.S.Route 12 to IL Route 22;Lake Professional Organizations County Division of Transportation;$22.8 million American Society of Civil Engineers ■Project Report,Fairfield Road/IL Route 176•Lake County Division of Transportation; Institute of Transportation Engineers $20.0 million ■Project Development Report, Willow Road, West Village Limit to Provident Avenue, Areas of Specialization Village of Winnetka;$6.0 million Environmental and Design Studies ■Project Development Report,Caton Farm Road/Essington Road Intersection Improvement,City of Joliet;$2.5million Feasibility Studies ■Project Development Report,Kreutzer Road Extension;Village of Huntley;$4.7 million Traffic Engineering www.civiltechinc.com CIVILTECH Mary L. Young , P. E . , PTOE Director of Traffic, Environmental and Design Studies Representative Projects(Continued) Environmental and Design Studies(Continued) •Project Development Report, Washington Street,Cedar Lake Road to Hainesvide Road; Lake County Division of Transportation;$8.5 million •Project Development Report,Ridge Avenue Improvements,Howard Street to Lyons Street;City of Evanston;$6.6 million •Project Development Report,Arthur Avenue/Davis Street/U.S.Route 14 Improvement;Village of Arlington Heights;$5.0 million •Project Development Report,Barrington Road/Schaumburg Road Intersection Improvement,'Village of Schaumburg;$6.5 million •Project Development Report,Arlington Heights Road/Devon Avenue Intersection Improvement;Village of Elk Grove Village;$3.4 million •Project Development Report, Wise Road,Roselle Road to Plum Grove Road; Village of Schaumburg;$6.3 million •Project Development Report,Lively Boulevard,Devon Avenue to TouhyAvenue,- Village of Elk Grove Village;$4.6 million •Project Development Report,Devon Avenue/Tonne Road Intersection Improvement; Village of Elk Grove Village;$2.1 million Feasibility Studies •Jane Addams Memorial Tollway(1-90)Master Planning Study,IL Route 53 to Higgins Road,•Illinois Tollway •1-55 at IL Route 59Joliet Interchange Improvement;City of Joliet •1-90 Corridor Study Local Agency Master Plan,IL Route 59 to Arlington Heights Road;Village of Schaumburg •Lake-Cook Road/Arlington Heights Road Continuous Flow Intersection Study; Lake County Division of Transportation •IL Route 60/Butterfield Road Grade Separation Study;Lake County Division of Transportation •Strategic RegionalArterial Study-Subset No.5,Illinois Department of Transportation •North-South Arterial Traffic Study;Village of Barrington •Naperville Road/Warrenville Road/I-88 Interchange Feasibility Study,DuPage County Division of Transportation •IL Route 6211L Route 31 Congestion Mitigation Feasibility Study;McHenry County Division of Transportation Traffic Engineering • Traffic Impact Study,Bridge Street Town Centre,360-Acre Commercial Development;City of Joliet •City-Wide Traffic and Parking Study;City of Park Ridge • Various Traffic and Safety Studies;Illinois Department of Transportation •City-Wide Traffic Engineering Study;Bike and Pedestrian Plan;City of Aurora REYISED:2017 www.civiltechinc.com North York Road/Harger Road Intersection Improvement Village of Oak Brook I April 28,2017 Phase II CIVILTECH Jonathan R . Vana, P. E . Director of Design Services Education Mr.Vana has been employed in private consulting engineering since 1994.He serves as B.S.Civil Engineering, 1994 the head of the Phase I1 design department for projects including freeways,highways,local Valparaiso University streets,municipal infrastructure and site developments.Mr.Vana has expertise in the areas of highway and roadway geometrics and drainage,sewer and watermain design,local street Professional Registrations rehabilitation and reconstruction,bicycle facilities,site planning and development and construction inspection. Professional Engineer-Illinois; 062-055021 Representative Projects Roadway and Highway Design Professional Organizations ■ Weiland Road-Lake Cook Road to IL Route 22 and Lake Cook Road-Buffalo American Public Works Association Grove Road to Hastings Lane;Village of Buffalo Grove and Cook County Department of Transportation and Highways;$68.0 million American Society of Civil Engineers ■Fairfield Road/IL Route 176junction Improvement;Lake County Division of ACEC-Illinois Tollway Subcommittee Transportation;$15.0 million ACEC-IDOT District 1 Subcommittee •IL Route 31 Algonquin Western Bypass;McHenry County Division of Transportation;$64.0 million Areas of Specialization ' U.S.Route 30, U.S.Route 45 to IL 43;Illinois Department of Transportation; $30.0 million Freeway and Tollway Design ■Atkinson Road Extension;Village of Grayslake;$6.0 million Roadway and Highway Design •Barrington RoadatSchaumburgRoad;Village of Schaumburg;$7.4 million Preparation of Contract Plans, ■Shoe Factory Road Improvements;Village of Hoffman Estates;$15.5 million Specifications and Estimates ■Stearns Road,Kane County Division of Transportation;$9.0 million Drainage Design a Wright Boulevard;Village of Schaumburg;$5.3 million Street Rehabilitation and Reconstruction 'Ridge Avenue,Lyons Street to Howard Street,Phase I,II and III,'City of Evanston; $7.1 million Site Design Engineering ■ Wise Road Phase 11 Improvements;Village of Schaumburg;$6.3 million Construction Inspection ■Quentin Road Improvement,Long Grove Road to North of U.S.Route 12; Lake County Division of Transportation;$10.0 million ■Haligus Road STP Improvement;Village of Huntley;$1.8 million ■ U.S.Route 14/Davis Street/Arthur Avenue Intersection Improvement-Stage 3; Village of Arlington Heights;$2.5 million ■Lively Boulevard STP Improvement,Devon to Touby;Village of Elk Grove Village; $5.0 million ■Biesterfield Road and Widening and Reconstruction;Village of Elk Grove Village; $2.0 million ■Rollins Road Extension;Lake County Division of Transportation;$5.4 million ■Devon Avenue and Tonne Road STP Intersection Improvement;Village of Elk Grove Village;$2.1 million ■Hawthorne Lane STP Improvement,Arbor Avenue to Prince Crossing Road; City of West Chicago;$1.8 million ■Busch Parkway/Deerfield Parkway Connector;Village of Buffalo Grove; $1.6 million ■Bell Road and 151st Street Intersection Improvement;Will County Highway Department;$2.5 million ■IL Route 43 and Westmoreland Drive Intersection Improvement;City of Lake Forest;$600,000 ■Quentin Road and Lake Cook Road Improvements,'Village of Deer Park;$8.0 million www.civiltechinc.com CIVILTECH Jonathan R . Vana, P. E . Director of Design Services Representative Projects(Continued) Roadway and Highway Design(Continued) •IL Route 83/Busse Road and Devon Avenue STP Intersection Improvement' Village of Elk Grove Village;$3.65 million •IL Route 83 1Busse Road and Landmeier Road Intersection Improvement; Village of Elk Grove Village;$2.57 million Freeway and Tollway Design ■Elgin O Hare Western Access(EOWA)IL-390,Lively Boulevard to Supreme Drive; Illinois Tollway;$88.9 million ■I-90 Pavement Rehabilitation(Elmhurst Road to Golf Road);Illinois Tollway; $20.0 million •Northwest Tollway Resurfacing,Newburg Road to IL Route 173;Illinois Tollway; $14.2 million ■I-90 Master Plan,IL Route 53 to Higgins Road;Ilinois Tollway;$240.0 million Street Rehabilitation and Reconstruction •South Broadway Improvements;Village of Lombard;$2.0 million •Duane Street Main Basin Improvement;Village of Glen Ellyn;$2.5 million •North Industrial Park Street Rehabilitation;Village of Lombard;$2.7 million •Special Assessment 219 Watermain and Sanitary Sewer Replacement;Village of Lombard;$1.0 million •Olde Towne East Project;Village of Lombard;$5.0 million •Lombard Road STP Project Fullerton Avenue to U.S.Route 20,Village of Addison; $3.4 million •Lombard Hills East Residential Street Improvement;Village of Lombard;$9.0 million Bikeway and Pedestrian Facility Design •Gilmer Road over Bicycle Path Underpass;Lake County Forest Preserve District; $1.3 million •Grand Avenue Underpass;Lake County Forest Preserve District •Monaville Road Bike Path Underpass;Lake County Division of Transportation; $1.6 million •York Road/Harger Road Bicycle/Pedestrian Path STP Improvement;Village of Oak Brook;$1.9 million •Busse Road Transit Corridor Improvement Project;Village of Elk Grove Village; $1.1 million Site Design Engineering •Nike Site Redevelopment Stage 1B, Stevenson High School Parcel;Adlai E. Stevenson High School District#125;$1.5 million •Fort Drum Exchange Site Design;The Jenkins Group •Offutt Air Force Base Exchange;The Jenkins Group;$4.0 million •Robins Air Force Base Commissary;The Jenkins Group;$2.0 million •Fort McCoy Commissary;The Jenkins Group;(Site Design Engineering)$500,000 •Elk Grove Town Center;Hamilton Partners;$3.0 million •Prairie Point Center;Hamilton Partners;$2.2 million •Fort Hamilton Commissary,'The Jenkins Group;$700,000 •Scott Air Force Base Exchange Project,'The Jenkins Group;$2.2 million REVISED:2015 www.civiltechinc.com CIVILTECH Reid T. Magner, P. E . Project Manager Education Mr.Magner has been employed in the private consulting engineering field since 1998.He serves as Project Manager assisting in roadway and highway design,bicycle/ B.S.Civil Engineering, 1997 pedestrian facilities,storm water management and drainage design,sanitary and water Purdue University main design,and site development,and is responsible for the preparation of engineering specialty reports for land acquisition and eminent domain projects.He is qualified as an Professional Registrations expert witness through the Illinois Commerce Commission and Circuit Courts of Cook, National Council of Examiners for McHenry,DuPage,Kane,Will and Lake Counties.Mr.Magner's experience is in the Engineering and Surveying- implementation of projects for private development,local municipalities,counties,and Record ur 43945 state agencies utilizing Local Federal,MFT,and other specialty type funding. Professional Engineer-Illinois; He is very familiar with the conformance standards,guidelines,and regulations for 062-056273 implementing projects through each of the Storm Water Management Commissions, Soil and Water Conservation Districts,Division of Transportations,Illinois Department Professional Organizations of Transportation,U.S.Army Corps.Of Engineers,Illinois Department of Natural American Society of Civil Engineers Resources,Illinois Historical Preservation Agency,Illinois Environmental Protection Agency,Illinois Natural Resource and Conservation Service,and the U.S.Fish and American Public Works Association— Wildlife Service. Chicago Metro Chapter, Suburban Branch President,2011 Representative Projects American Public Works Association— Roadway and Highway Design Chicago Metro Chapter, Suburban Branch Awards Chair, 'Army Trail Boulevard Water Main and Resurfacing,Village of Addison 2008-2011 ■Industrial Drive Roadway Improvements;City of Elmhurst American Public Works Association— ■Church Road Reconstruction,Jefferson to Grove;Village of Bensenville Chicago Metro Chapter Awards Chair, ■Weiland Road,Lake Cook to IL Route 22;Lake County Division of Transportation; 2012-2016 $50.0 million •Quentin Road Improvement,Long Grove Road to IL Route 22;Lake County Areas of Specialization Division of Transportation;$40.0 million Roadway and Highway Design ■Petite Lake Road Realignment,IL Route 59 to IL Route 83;Lake County Division Bikeway and Pedestrian Facility Design of Transportation;$8.0 million Municipal Utility Design ■Naperville Road/Warrenville Road Grade Separation and I-88 Interchange Drainage Design Improvement;DuPage County Division of Transportation;$68.0 million Site Design ■55th Street,Dunham Road to Clarendon Hills Road;DuPage County Division of Transportation Specialty Reports ■ U.S.Route 14 1Davis Street/Arthur Avenue Intersection Improvement-Stage 3; Village of Arlington Heights;$5.0 million Land Acquisition Engineer ■Ridge Avenue,Lyons Street to Howard Street,'City of Evanston;$6.0 million Qualified as an expert witness through a North Industrial Park Concrete Overlay,•Village of Lombard;$3.0 million the Illinois Commerce Commission and Circuit Courts of Cook,McHenry, ■ Washington Street,Cedar Lake Road to Hainesville Road;Lake County Division DuPage,Kane,Will and Lake Counties of Transportation;$6.0 million ■ Umbdenstock Road Bridge over the Chicago Central er Pacific Railroad;Kane County Division of Transportation;$3.0 million Bike and Pedestrian Facility Design •Route 59 Sidewalks, 119th Street to 87th Street;City of Naperville;$1.0 million •Middlefork Savanna Trail Connection;Lake County Forest Preserve District •Gilmer Road Bicycle Path Underpass;Lake County Forest Preserve District;$1.3 million •Mill Road Sidewalk Over I-290;Village of Addison;$500,000 www.civiltechinc.com Reid T. Magner, P. E . Project Manager Representative Projects(Continued) Bike and Pedestrian Facility Design(Continued) •Grand Avenue Bicycle Underpass;Lake County Forest Preserve District; $2.7 million •Aptakisic Sidewalk over the Canadian National Railroad;Lake County Division of Transportation;$500,000 Drainage Design •Five Year Earth Embankment Dam Inspection;The Levy Organization •Nike Site Water Well;Village of Vernon Hills;$160,000 •East Branch DuPage River Drainage Improvements Project;DuPage County Division of Transportation;$1.0 million •Rollins Road Extension;Lake County Division of Transportation;$5.4 million •Metra North Central Service Expansion Commuter Parking Lot Improvements and Detention Facilities,Buffalo Grove Station;Vernon Township;$1.2 million •Raleigh Drive Drainage Improvements;Vernon Township;$60,000 Site Design Engineering •Ridgefield Development-Door Township,McHenry County;Prudential First Commercial Realty;$680,000 •New Faith Baptist Site Design;Harding Partners • Woodfield Lake Office Campus Association Drainage Investigation;The Levy Organization;$1.2 million •One Woodfield Lake Parking Lot Improvement;The Levy Organization; $1.0 million •Rand l Deerpath Retail Center;Hamilton Partners;$800,000 •Joint NIKE Site Redevelopment;Village of Vernon Hills;$18.0 million •Independence Grove Parking Lot Addition;Lake County Forest Preserve District; $1.0 million •Project Development Report,95th Street Park and Ride;City of Naperville; $1.1 million •Lemont Commuter Parking LotAddition;Village of Lemont;$140,000 Specialty Reports • US 45,143rd to 179th;Illinois Department of Transportation—District 1 •IL 71US 6,I-355 to US 45;Illinois Department of Transportation—District 1 •IL 83 at Rollins Road;Illinois Department of Transportation—District 1 • Wood Street, US 6 to 138tb;Illinois Department of Transportation—District 1 •IL 64,Kautz to IL 59;Illinois Department of Transportation—District 1 •IL 21,IL 120 to IL 137'Illinois Department of Transportation—District 1 •IL 59,Aurora to Ferry;Illinois Department of Transportation—District 1 •IL 47,Kreutzer to Reed;Illinois Department of Transportation—District 1 •Elgin O Hare Expressway;Illinois Tollway • US Route 41 at IL Route 132;Illinois Department of Transportation—District 1 REVISED:2017 www.civiltechinc.com CIVILTECH Petro Kravets , P. E . Engineer IV Education Mr.Kravets has worked for Civiltech Engineering since May 2008,where his duties B.S.Civil Engineering,2008 involved plan and special provision preparation,geometric design,drainage design,and University of Illinois at Chicago cost estimating.Previously he has worked for Village of Hoffman Estates as a summer intern where his responsibilities included field inspection,surveying and working with Professional Registrations construction plans. Professional Engineer-Illinois; Representative Projects 062-064574 Roadway and Highway Design ■Quentin Road ImprovementLong Grove Road to North of U.S.Route 12; Professional Organizations Lake County Division of Transportation;$6.7 million Tau Beta Pi-The Engineering ■Quentin Road Improvement, U.S.Route 12 to IL Route 22;Lake County Division Honor Society of Transportation ■ Weiland Road Improvements(Lake Cook Road to IL Route 22);Lake County Areas of Specialization Division of Transportation Roadway and Highway Design ■ Washington Street, Cedar Lake Rd to Hainesville Rd,•Lake County Division of Bikeway and Pedestrian Facility Design Transportation;$5.9 million Street Rehabilitation and Reconstruction a Petite Lake Road Re Alignment;Lake County Division of Transportation; $3.4 million ■Petite Lake Road Reconstruction(IL Rte 59 to Fairfield Road);Lake County Division of Transportation;$1.2 million ■Arlington Heights Road and Buffalo Grove Road Concrete Pavement Rehabilitation; Lake County Division of Transportation;$2.4 million a Addison Road Resurfacing and Watermain Improvements;Village of Addison; $3.7 million ■Umbdenstock Road Bridge Replacement;Kane County Division of Transportation; $2.9 million ■North Industrial Park Street Rehabilitation;Village of Lombard;$2.7 million Bikeway and Pedestrian Facility Design •Gilmer Road over Bicycle Path Underpass;Lake County Forest Preserve District; $1.8 million • Grand Avenue Underpass;Lake County Forest Preserve District;$2.7 million •Route 59 Sidewalks, 199th Street to 87th Street,City of Naperville;$900,000 REVISED:2016 www.civiltechinc.com OWLTECH Trenton G . Bruns Engineer I Education Mr.Bruns joined the Phase II department of Civiltech in June of 2014 after completing his B.S.Civil Engineering,2014 Bachelor's degree at the University of Illinois in Champaign-Urbana.During his time at the University of Illinois University of Illinois,his coursework focused on the geometric design of roadways as well as at Urbana-Champaign highway drainage. Areas of Concentration Representative Projects Roadway and Highway Design Preparation of Contract Plans,Specifications and Estimates Freeway and Tollway design '2014 Sanitary Sewer Lining;Village of Berkeley;$700,000 Preparation of Contract Plans, Roadway and Highway Design Specifications and Estimates .Quentin Road, US 12 to IL 22;Lake County Division of Transportation Pavement Design .Lively Boulevard;Village of Elk Grove Village;$3.2 million ■Essington Roadand Caton Farm Road;City of Joliet;$1.8 million ■McDermott Drive;Village of Berkeley;$2.3 million ■Roselle Road at Schaumburg Road'Village of Schaumburg;$800,000 ■Weiland Road Improvements,Lake Cook Road to IL Route 22,'Lake County Division of Transportation Parking Lot Design ■ Village of Berkeley Electric Avenue Parking Lot;Village of Berkeley;$200,000 Street Rehabilitation and Reconstruction •Biesterfield Road and Gibson Drive Rehabilitation;Village of Elk Grove Village; $1.2 million •Berkeley Street Resurfacing 2015;Village of Berkeley;$600,000 REVISED:2016 www.civiltechinc.com OWLTECH Joseph J . Emry, P. E . Project Manager Education Mr.Emry has been employed as an engineer by Civiltech Engineering since 1999.His B.S.Civil Engineering, 1999 responsibilities include overseeing the design of traffic signals for the Illinois Department of Valparaiso University Transportation and other local agencies and municipalities.He also works to complete safety Traffic Signal Workshop,April 2000 studies,traffic impact studies,and environmental/design study projects. Northwestern University Center Representative Projects for Public Safety Traffic Signal and Signal System Design Phase I Process Overview,March 2006 Illinois Department of Transportation 'Citywide Construction Engineering;Chicago Department of Transportation, Division of Engineering Road Safety Assessments,June 2007 Illinois Department of Transportation •Lake Cook Road;Village of Buffalo Grove;$43.5 million 'Essington Road and Caton Farm Road,City of Joliet Highway Safety Manual,December 2008 Institute of Transportation Engineers ■Roselle Road at Schaumburg Road;Village of Schaumburg Traffic Signal Seminar,October 2009 ■Quentin Road, U.S.Route 12 to IL Route 22;Lake County Division of CECI/IDOT Transportation;$22.8.million 2009 MUTCD Workshop,May 2010 ■Barrington Road at ScbaumburgRoad;Village of Schaumburg;$6.6 million Institute of Transportation Engineers ■Fairfield Road/Route 176 Improvement;Lake County Division of Transportation; $11.8 million Professional Registrations ■Elgin O Hare Western Access(EOWA)IL-390,Lively Boulevard to Supreme Drive; Professional Engineer-Illinois; Illinois Tollway;$88.9 million 062-057496 ' Wise Road Phase H Improvements;Village of Schaumburg;$6.3 million ■Devon and Arlington Heights Intersection Phase 11;Village of Elk Grove Village; Professional Organizations $2.6 million Institute of Transportation Engineers 'Lively Boulevard STP Improvement,Devon to Touhy,-Village of Elk Grove Village; $5.0 million Areas of Specialization 'Fairview Avenue Traffic Signal Modernization and Interconnect;Village of Downers Grove;$770,000 Traffic Signal and Signal System Design ■Quentin Road and Lake Cook Road Improvements;Lake County Division of Environmental Assessment Transportation;$10.0 million and Design Studies ■ Various Traffic Signal Projects,Region];Illinois Department of Transportation, Traffic Engineering and Impact Studies Divison of Highways Safety Studies ■Naperville Road/Warrenville Road/I-88 Reagan Tollway Improvement; DuPage County Division of Transportation;$68.0 million ■Fabyan Parkway Traffic Signal Interconnect;Kane County Division Of Transportation;$1.0 million ■Meacham Road, Tower Road to Algonquin Road;Village of Schaumburg; $7.0 million ■ U.S.Route 14/Davis Street/Arthur Avenue Intersection Improvement;Village of Arlington Heights;$5.0 million ■Deerfield Road Rehabilitation, Wilmot Road to Park Avenue;Village of Deerfield; $3.3 million ■Deerfield Parkway Improvement,IL Route 83 to Weiland Road;Village of Buffalo Grove;$7.0 million ■IL Route 31 Algonquin Western Bypass;McHenry County Division of Transportation;$64.0 million www.civiltechinc.com (�4�cz�-.- CIVILTECH Joseph J . Emry, P. E . Project Manager Representative Projects(Continued) Traffic Signal and Signal System Design(Continued) • Wilson Street Interconnect;City of Batavia;$2.6 million •Stearns Road;Kane County Division of Transportation;$9.0 million •Quentin Road Improvement,Long Grove Road to White Pine Road,,Lake County Division of Transportation;$17.8 million • U.S.Route 30, U.S.Route 45 to IL Route 43;Illinois Department of Transportation; $30.0 million Environmental Assessment and Design Studies •Environmental Assessment and Design Report, U.S.Route 14 Grade Separation at CN/EJd'E Railway;Village of Barrington;$60.5 million •Environmental Assessment and Design Report,IL Route 31 Western Bypass, Edgewood Drive to Rakow Road,-McHenry County Division of Transportation; $50.4 million •Environmental Class of Action Determination and Design Report,IL Route 22 Quentin Road to IL Route 83;Illinois Department of Transportation;$29.0 million •Project Development Report,•Deerpath Road at Mill Creek;City of Batavia; $1.0 million Traffic Engineering and Impact Studies •Pinetree Mall Traffic Study,City of Crystal Lake •Pleasant Square Traffic Impact Study;Village of Schaumburg • Treehouse at the Ravines Tr-ffiic and Parking Study;The Harp Group •Shoe Factory Road Improvements;Village of Hoffman Estates •Elgin Regional Park;City of Elgin •College of DuPage Traffic Study,•College of DuPage •Wilson Street/Prairie Street Traffic Analysis;City of Batavia Safety Studies ■ Various Safety Assessments,Region I/District 1;Illinois Department of Transportation REVISED:2017 www.civiltechinc.com CIVILTECH Derek N . Mall , P. E . Project Manager Education Mr.Mall has been employed in private consulting engineering since 1992.He currently B.S.Civil Engineering, 1992 serves as a Project Manager focusing on geometric design and the development of Bradley University contract plans and specifications for street and highway improvement projects.He also is M.S.Civil Engineering, 1998 responsible for highway and pedestrian lighting designs. University of Illinois at Chicago Representative Projects Professional Registrations Roadway and Highway Design ■Algonquin Road at West Drive Intersection Improvements;Village of Schaumburg; Professional Engineer-Illinois; $2.4 million 062-051308 ■Finley Road Improvements;Village of Lombard;$3.9 million Professional Organizations •Stearns Road;Kane County Division of Transportation;$9.0 million American Society of Civil Engineers •Atkinson Road Extension;Village of Grayslake;$6.0 million Illuminating Engineering Society ■Shoe Factory Road Improvements;Village of Hoffman Estates;$15.5 million of North America ■Naperville Road/Warrenville Road Grade Separation and I-88 Interchange Improvement;DuPage County Division of Transportation;$68.0 million Areas of Specialization ■Belmont/Sheridan/Lake Shore Drive STP Improvement;Chicago Department of Roadway and Highway Design Transportation-Bureau of Highways;$1.3 million Freeway and Tollway Design ■Stearns School Road,Dilley's Road to Skokie Highway(U.S.41);Lake County Division of Transportation;$1.2 million Lighting Design a Cedar Lake Road Improvement,North Rosedale Court to Rollins Road;Lake Watermain Design County Division of Transportation;$2.2 million Street Rehabilitation and Reconstruction ■71st Street,South Shore Drive and Yates Boulevard Intersection Improvement; Preparation of Contract Plans, Chicago Department of Transportation-Bureau of Highways;$1.4 million Specifications and Estimates Freeway and Tollway Design •Elgin O Hare Western Access(EOWA)IL-390,Lively Boulevard to Supreme Drive; Illinois Tollway;$88.9 million •I-90 Pavement Rehabilitation(Elmhurst Road to Golf Road),•Illinois Tollway;$20.0 million •I-90 Master Plan,IL Route 53 to Higgins Road;Ilinois Tollway;$240.0 million •Contract RR-03-5168;I-Pass Only Lane Expansion(Plazas 37 and 51);Illinois Tollway;$1.5 million •Northwest Tollway Resurfacing,Newburg Road to IL Route 173;Illinois Tollway; $14.2 million •I-90 Interchange Improvement at Rockton Road;Illinois Tollway;$3.0 million Lighting Design •Arterial Street Lighting;Village of Schaumburg;$1.7 million •Dundee Road Lighting;Village of Wheeling;$2.7 million •Lake Cook Road;Village of Buffalo Grove;$45.0 million •Lake Zurich Road at US Route 14;Village of Barrington;$3.9 million •Barrington Road at Schaumburg Road;Village of Schaumburg;$6.6 million • Wright Boulevard;Village of Schaumburg;$5.3 million • Wise Road Phase 11 Improvements;Village of Schaumburg;$6.3 million www.dviltechinc.com OWLTECH Derek N . Mall , P. E . Project Manager Representative Projects(Continued) Lighting Design(Continued) •Gilmer Road over Bicycle Path Underpass,Lake County Forest Preserve District; $1.3 million •Grand Avenue Underpass;Lake County Forest Preserve District •IL Route 31(Western Algonquin Bypass);McHenry County Division of Transportation; $60 million •Main Street Lighting,Roosevelt Road to North Avenue;Village of Lombard;$3.0 million •Lively Boulevard,Devon Avenue to Touhy Avenue;Village of Elk Grove Village; $4.6 million •Busse Road(IL 83)Lighting,Mark Street to Howard Street;Village of Elk Grove Village;$2.2 million •Haligus Road STP Improvement;Village of Huntley;$1.8 million •Naperville Road/Warrenville Road Grade Separation and I-88 Interchange Improvement; DuPage County Division of Transportation;$68.0 million •Dundee Road(IL 68)Intersection Lighting Improvement at Arlington Heights Road and Buffalo Grove Road,•Village of Buffalo Grove;$1.4 million •I-90 Interchange Improvement at Rockton Road;Illinois Tollway;$3.0 million •Green Bay Road Streetscape Improvement;Village of Wilmette;$1.3 million •Canal Street Reconstruction and Streetscape;Village of Lemont;$1.14 million •Mundelein Downtown Streetscape Improvement;Village of Mundelein;$1.9 million Watermain Design •Elgin O Hare Western Access(EOWA)IL-390-Lively Boulevard to Supreme Drive; Illinois Tollway;$88.9 million ■2015 Street Reconstruction;Village of Libertyville;$1.0 million ■2014 Street Reconstruction;Village of Libertyville;$1.0 million ■Lake Street Resurfacing and Watermain Improvements;Village of Libertyville; $1.1 million ■ Watermain and Sewer Improvements,Village of Hanover Park;$400,000 Street Rehabilitation and Reconstruction ■2016 Street Improvements;Village of Villa Park;$1.6 million ■Greentree Parkway,Red Top Drive and Fourth Avenue STP Resurfacing Project; Village of Libertyville;$1.0 million ■2015 Street Reconstruction;Village of Libertyville;$1.0 million ■2014 Street Reconstruction;Village of Libertyville;$1.0 million ■2013 Street Reconstruction;Village of Libertyville;$1.0 million ■Reed Road Reconstruction;Village of Huntley;$800,000 •2007 Street Resurfacing Improvement;Village of Berkeley;$1.0 million REVISED:2016 www.civiltechinc.com CIVILTECH James D . Ewers , P. E . Director of Construction Engineering Services Education Mr.Ewers is the Project/Quality Manager for all of Civiltech's Phase III(Construction B.S.Civil Engineering, 1988 Engineering)projects.He provides his experienced guidance to improvements ranging University of Illinois at from multi-use paths to expressway reconstructions.He has been the Construction Urbana-Champaign Manager over hundreds of projects for various agencies such as the Illinois Department of Transportation(IDOT),the Illinois Tollway,Counties,Forest Preserves,and Professional Registrations Municipalities.He is responsible for ensuring that Civiltech performs the highest quality resident engineering,construction administration,and constructability reviews while Professional Engineer-Illinois; managing the engineering budgets.Prior to joining Civiltech,Mr.Ewers was employed 062-050067 with IDOT since his graduation from the University of Illinois in 1988.He served in the IDOT ICORS Certified Bureaus of Land Acquisition,Programming,and 14 of his 16 years at IDOT were devoted IDOT Documentation of Contract to projects in the Bureau of Construction.His experience in documentation procedures, Quantities;05-0013 materials testing,construction layout,and field inspection generated his promotions to the positions of Construction Supervisor over a major highway reconstruction program,and Professional Organizations Local Agency Construction Supervisor responsible for all District One Federal Aid projects. American Public Works Association Representative Experience Illinois Association of Highway Engineers Construction Management ■Hill Ave over East Branch of the DuPage River,•Village of Lombard;$1.5 million Areas of Specialization ■Damen Elston Fullerton Realignment/Reconstruction;Chicago Department of Construction Management Transportation;$17.0 million ■EOWA Advance Work Contracts—Lively,Mittel,and Salt Creek Bridges—Park l Hamilton Resident Engineering New Roadway;Illinois Tollway;$41.0 million Construction Inspection ■Salem Drive Improvement,•Village of Schaumburg;$2.3 million ■ US 30 from IL 31 to US 34 Road,Bridge and Interchange Reconstruction;Illinois Department of Transportation;$45.0 million ■Lombard Meadows-Phase I,'Village of Lombard;$2.0 million ■EOWA Devon Avenue Bridge over I-290;Illinois Tollway;$9.3 million ■Fairf eld Road at IL Route 1761intersection Improvement;Lake County Division of Transportation;$11.9 million ■Hawthorne Reconstruction Improvements Project;Village of Glen Ellyn;$3.9 million ■IL Route 31 at Virginia Road and Klasen Road;McHenry County Div.of Trans;$9.0 million ■ Orchard Road Reconstruction from Jericho to US Route 30,Kane County Division of Transportation;$9.3 million • Washington Street Resurfacing—Naper Boulevard to 75th Street'City of Naperville;$1.3 million •Sunset/Turner Roadway Improvements;Village of Glen Ellyn;$2.2 million • Gilmer Road Underpass;Lake County Forest Preserve District;$1.8 million •North Industrial Park Reconstruction;Village of Bensenville;$10.7 million •IL Route 83 Busse Road at Pratt Boulevard;Village of Elk Grove Village;$3.0 million •IL Route 83 Busse Road at Greenleaf Avenue;Village of Elk Grove Village;$3.5 million •Des Plaines River Trail Improvement;City of Des Plaines;$3.5 million •Springinsguth Road Resurfacing Improvement,Village of Schaumburg;$967,000 •Des Plaines River Trail;City of Des Plaines;$1.0 million •Essington Road/Hennepin Drive Interesection Reconstruction;City of Joliet;$2.7 million •Bryant Avenue/7hain'Addition Improvments,Village of Glen Ellyn;$5.7 million •Riford Road Reconstruction;Village of Glen Ellyn;$2.4 million •I-290 1IL 53 Roadway and Bridge Rehabilitation,Higgins Road to Rand Road;Illinois Department of Transportation$23.5 million •Southwest Highway over B&O Railroad Bridge Reconstruction;Illinois Department of Transportation;$9.1 million www.civiltechinc.com OWLTECH James D . Ewers , P. E . Director of Construction Engineering Services Representative Projects(Continued) Construction Management(Continued) ■2010 Schaumburg Street Improvements Contract 2;Village of Schaumburg;$3.7 million ■Stearns Road,Contract 5 from Randall Road to McLean Boulevard,-Kane County Division of Transportation;$9.0 million •1009 Street Improvements,Village of Glen Ellyn;$2.4 million •Ridge Avenue Improvements,Howard Street to Lyons Street;City of Evanston;$6.6 million •Montclair Commuter Parking Lot;Village of Glen Ellyn;$639,000 •Parkside-Summerdale Road Reconstruction;Village of Glen Ellyn;$3.9 million •IL Route 60 over I-94 Improvement;Illinois Department of Transportation;$21.0 million •I-90 at I-39,Cherry Valley Interchange,Illinois Tollway;$56 million • Open Road Tolling,Plazas 1,5,and 7 Northwest Tollway,'Illinois Tollway;$89.0 million •Kirk Road at IL 56,'Kane County Division of Transportation;$7.0 million •Deerfield Parkway Improvement;Village of Buffalo Grove;$7.7 million IDOT District One-Bureau of Construction Construction Supervisor for South Cook and all of Will County: •Responsible for implementing a program of more than 75 projects valued at over$100 million per year from 2003 to 2004. •Assigned,directed and successfully completed these tasks with a staff of 20 to 25 Resident Engineers and 30 to 40 crew members.Tasks also include the proper allocation of other resources such as vehicles and consultants. •Required daily decisions regarding engineering issues,determination and authorization of needed changes,scheduling and problem resolution for both project and employee concerns. Conducted multiple pre-construction,progress and partnering meetings. •Kept the public well informed through contacts with elected officials as well as newspaper, radio and television interviews. •Directly responsible for the reconstruction of the I-80/94 Kingery Expressway from the I-294/ IL 394 interchange into Indiana.This project is made of more than 20 contracts valued at over $330 million to be completed in 2007.It requires coordination with the Local Agencies in the area and their representatives,the Illinois Tollway and Indiana DOT.Proper administration of this complicated reconstruction is being accomplished by directing four consultant firms. Local Agency Construction Supervisor: •Responsible for all Federally funded Local Agency projects in District One,including the City of Chicago,from 1999 to 2003. •Averaged over 100 projects valued at$100 to$200 million per year. •Directed five Area Professional Engineers to ensure that the Local Agencies and their consultants executed and completed projects in accordance with the plans,specifications and proper contract administration documentation.Also responsible for the District Bridge Painting Technician and the Federal Reimbursable Force Account Engineer. •Coordinated successfully with the designers,MFT Engineers and managers from the Bureau of Local Roads as well as representatives from most every Local Agency in the six counties of IDOT District One. Local Agency Area Engineer: •Supervised over 30 projects in 1998 from bridges and pavement reconstructions to bicycle paths.Projects totaled to more than$40 million. •Guided various Local Agency personnel and their consultants through IDOT's policies and procedures to ensure successful project completion and Federal Participation. Resident Engineer/Assistant Resident Engineer: •Ensured the Department's requirements and supervised other employees for numerous intersection improvements with traffic signal modernization,bridge rehabilitations,pavement reconstructions, resurfacing projects and interchange improvements,including the first to use the metric system. •All projects were coordinated with the City of Chicago,multiple municipalities,utilities, railroads,public representatives and businesses successfully,amicably and professionally. REVISED:2016 www.civiltechinc.com North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Phase III OWLTECH James D . Ewers , P. E . Director of Construction Engineering Services Education Mr.Ewers is the Project/Quality Manager for all of Civiltech's Phase III(Construction B.S.Civil Engineering, 1988 Engineering)projects.He provides his experienced guidance to improvements ranging University of Illinois at from multi-use paths to expressway reconstructions.He has been the Construction Urbana-Champaign Manager over hundreds of projects for various agencies such as the Illinois Department of Transportation(IDOT),the Illinois Tollway,Counties,Forest Preserves,and Professional Registrations Municipalities.He is responsible for ensuring that Civiltech performs the highest quality resident engineering,construction administration,and constructability reviews while Professional Engineer-Illinois; managing the engineering budgets.Prior to joining Civiltech,Mr.Ewers was employed 062-050067 with IDOT since his graduation from the University of Illinois in 1988.He served in the IDOT ICORS Certified Bureaus of Land Acquisition,Programming,and 14 of his 16 years at IDOT were devoted IDOT Documentation of Contract to projects in the Bureau of Construction.His experience in documentation procedures, Quantities;05-0013 materials testing,construction layout,and field inspection generated his promotions to the positions of Construction Supervisor over a major highway reconstruction program,and Professional Organizations Local Agency Construction Supervisor responsible for all District One Federal Aid projects. American Public Works Association Representative Experience Illinois Association of Highway Engineers Construction Management ■HillAve over East Branch of the DuPage River;Village of Lombard;$1.5 million Areas of Specialization ■Damen Elston Fullerton Realignment/Reconstruction;Chicago Department of Transportation;$17.0 million Construction Management ■EOWAAdvanceWorkContracts—Lively,Mittel,and Salt Creek Bridges—Park/Hamilton Resident Engineering New Roadway;Illinois Tollway;$41.0 million Construction Inspection ■Salem Drive Improvement,Village of Schaumburg;$2.3 million ■ US 30 from IL 31 to US 34 Road,Bridge and Interchange Reconstruction;Illinois Department of Transportation;$45.0 million ■Lombard Meadows-Phase I,•Village of Lombard;$2.0 million ■EOWA Devon Avenue Bridge over I-290;Illinois Tollway;$9.3 million •Fairfield Road at IL Route 176Intersection Improvement,Lake County Division of Transportation;$11.9 million ■Hawthorne Reconstruction Improvements Project,Village of Glen Ellyn;$3.9 million ■IL Route 31 at Virginia Road and Klasen Road;McHenry County Div.of Trans;$9.0 million ■ Orchard Road Reconstruction from Jericho to US Route 30;Kane County Division of Transportation;$9.3 million ■ Washington Street Resurfacing—Naper Boulevard to 75th Street;City of Naperville;$1.3 million ■Sunset/Turner Roadway Improvements;Village of Glen Ellyn;$2.2 million ■ Gilmer Road Underpass;Lake County Forest Preserve District;$1.8 million ■North Industrial Park Reconstruction;Village of Bensenville;$10.7 million ■IL Route 83 Busse Road at Pratt Boulevard,Village of Elk Grove Village;$3.0 million ■IL Route 83 Busse Road at GreenleafAvenue;Village of Elk Grove Village;$3.5 million ■Des Plaines River Trail Improvement;City of Des Plaines;$3.5 million ■Springinsguth Road Resurfacing Improvement;Village of Schaumburg;$967,000 ■Des Plaines River Trail;City of Des Plaines;$1.0 million ■Essington Road/Hennepin Drive Interesection Reconstruction;City of Joliet;$2.7 million •BryantAvenue/7hain'rAddition Improvments,Village of Glen Ellyn;$5.7 million •Riford Road Reconstruction;Village of Glen Ellyn;$2.4 million •I-290 1IL 53 Roadway and Bridge Rehabilitation,Higgins Road to Rand Road;Illinois Department of Transportation$23.5 million •Southwest Highway over B&O Railroad Bridge Reconstruction;Illinois Department of Transportation;$9.1 million www.civiltechinc.com CIVILTECH James D . Ewers , P. E . Director of Construction Engineering Services Representative Projects(Continued) Construction Management(Continued) •2010 Schaumburg Street Improvements Contract 2;Village of Schaumburg;$3.7 million •Stearns Road,Contract 5 from Randall Road to McLean Boulevard;Kane County Division of Transportation;$9.0 million •2009 Street Improvements;Village of Glen Ellyn;$2.4 million •Ridge Avenue Improvements,Howard Street to Lyons Street,'City of Evanston;$6.6 million •Montclair Commuter Parking Lot;Village of Glen Ellyn;$639,000 •Parkside-Summerdale Road Reconstruction;Village of Glen Ellyn;$3.9 million •IL Route 60 over I-94 Improvement,-Illinois Department of Transportation;$21.0 million •I-90 at 1-39,Cherry Valley Interchange,Illinois Tollway;$56 million • Open Road Tolling,Plazas 1,5,and 7,Northwest Tollway,'Illinois Tollway;$89.0 million •Kirk Road at IL 56,'Kane County Division of Transportation;$7.0 million •Deerfield Parkway Improvement,•Village of Buffalo Grove;$7.7 million IDOT District One-Bureau of Construction Construction Supervisor for South Cook and all of Will County: •Responsible for implementing a program of more than 75 projects valued at over$100 million per year from 2003 to 2004. •Assigned,directed and successfully completed these tasks with a staff of 20 to 25 Resident Engineers and 30 to 40 crew members.Tasks also include the proper allocation of other resources such as vehicles and consultants. •Required daily decisions regarding engineering issues,determination and authorization of needed changes,scheduling and problem resolution for both project and employee concerns. Conducted multiple pre-construction,progress and partnering meetings. •Kept the public well informed through contacts with elected officials as well as newspaper, radio and television interviews. •Directly responsible for the reconstruction of the 1-80/94 Kingery Expressway from the 1-294/ IL 394 interchange into Indiana.This project is made of more than 20 contracts valued at over $330 million to be completed in 2007.It requires coordination with the Local Agencies in the area and their representatives,the Illinois Tollway and Indiana DOT.Proper administration of this complicated reconstruction is being accomplished by directing four consultant firms. Local Agency Construction Supervisor: •Responsible for all Federally funded Local Agency projects in District One,including the City of Chicago,from 1999 to 2003. •Averaged over 100 projects valued at$100 to$200 million per year. •Directed five Area Professional Engineers to ensure that the Local Agencies and their consultants executed and completed projects in accordance with the plans,specifications and proper contract administration documentation.Also responsible for the District Bridge Painting Technician and the Federal Reimbursable Force Account Engineer. •Coordinated successfully with the designers,MFT Engineers and managers from the Bureau of Local Roads as well as representatives from most every Local Agency in the six counties of IDOT District One. Local Agency Area Engineer: •Supervised over 30 projects in 1998 from bridges and pavement reconstructions to bicycle paths.Projects totaled to more than$40 million. •Guided various Local Agency personnel and their consultants through IDOT's policies and procedures to ensure successful project completion and Federal Participation. Resident Engineer/Assistant Resident Engineer: •Ensured the Department's requirements and supervised other employees for numerous intersection improvements with traffic signal modernization,bridge rehabilitations,pavement reconstructions, resurfacing projects and interchange improvements,including the first to use the metric system. •All projects were coordinated with the City of Chicago,multiple municipalities,utilities, railroads,public representatives and businesses successfully,amicably and professionally. REVISED:2016 www.civiltechinc.com CIVILTECH Donald J . Marek Resident Engineer V Professional Registrations Mr.Marek has been employed in private consulting engineering as a Construction IDOT ICORS Certified Technician/Resident Engineer,Surveyor and Designer/Draftsman since 1974.His responsibilities include resident engineering,construction inspection and chief-of-party IDOT Documentation of Contract for construction layout and design surveys. Quantities; 17-12492(expires 02/16/2021) IDOT Construction Material Representative Projects Inspection Documentation Resident Engineering IDOT QC/QA Mix Aggregate ■Caton Farm Rd at Essington Rd Intersection Improvement;City of Joliet; Technician Course $1.8 million IDOT Bituminous Concrete Level 1 ■Haligus/Faith's Way/Reed/Algonquin Improvements;Hammes Company; IDOT Bituminous Concrete $1.8 million Density Tester Course ■Dundee Road Lighting from Northgate to US 45/IL 21;Hammes Company; IDOT Portland Cement $1.1 million Concrete-Level I ■Caton Farm Road)from County Line Road to Drauden Road;Will County Division IDOT Portland Cement of Transportation;$7.5 million Concrete-Level II ■Beisner Road Reconstruction Improvement;Village of Elk Grove Village;$426,000 IDOT S-33 Soils Field ■City Wide Construction Engineering Services,Chicago's Aldermanic Menu Testing and Inspection Program;Chicago Department of Transportation;$65.0 million per year ACI Concrete Field Testing ■Wellington Avenue Reconstruction;Village of Elk Grove Village;$1.5 million Technician-Grade I ■Biesterj'ield Road at 1290 Ramp Widening,'Village of Elk Grove Village;$858,000 Areas of Specialization ■Essington-Hennepin Interesection Reconstruction;City of Joliet;$2.7 million Resident Engineering ■2009 Street Improvements;Village of Glen Ellyn;$2.4 million Construction Layout ■Dundee Road Lighting;Village of Buffalo Grove;$1.4 million Topographic Surveys ■95th Street Park and Ride;City of Naperville;$800,000 Preparation of Contract Plans, ■107th Street Improvement,'Cook County Highway Department;$4.2 million Specifications and Estimates ■Deerfield Parkway Improvement;Village of Buffalo Grove;$7.7 million ■31st Street Bicycle/Pedestrian Path;Village of Oak Brook;$1.1 million ■ York Road/Harger Road Bicycle/Pedestrian Path STP Improvement;Village of Oak Brook;$1.9 million ■Calumet Station Construction;Illinois Department of Transportation;$5.2 million ■Fairview Avenue Signals;Village of Downers Grove;$700,000 ■Downtown Redevelopment Project;Village of Homewood;$1.4 million ■ Village Wide Street Resurfacing;Village of Berkeley;$1.2 million ■Circle Avenue Improvement,Roadway Reconstruction and Drainage Improvement,' Village of Bloomingdale;$300,000 ■Schick Road Improvement,Roadway Reconstruction and Drainage Improvement; Village of Bloomingdale;$600,000 ■CBD Traffic Signal System(73 Intersections);City of Chicago;$2.2 million ■County Farm Road Improvement and Roadway Reconstruction;DuPage County Division of Transportation;$5.2 million ■City-Wide Street and Drain Improvement,Sections I through VI;City of Northlake ■Belmont Avenue Watermain Improvement;Village of Elmwood Park;$0.4 million www.civiltechinc.com CIVILTECH Donald J . Marek Resident Engineer V Representative Projects(Continued) Construction Inspection •Citywide Construction Engineering;Chicago Department of Transportation, Division of Engineering •Lake Shore Drive Reconstruction,Jackson Park Pre-Stage;Chicago Department of Transportation;$12.0 million •Markham Yard/Center Street/Dixie Highway Bridge Improvements; Illinois Tollway;$3.0 million •Barrington Commuter Parking Lot;Village of Barrington;$1.3 million •Southwest Highway/FAUS Improvement,•Village of Oak Lawn;$3.0 million •Army Trail Road Plaza Improvements;Illinois Tollway;$30.0 million Construction Layout • Commuter Parking Lot Phase 11;Village of Hanover Park •Farmwood ofAddison(Single Family Development);Village of Addison • White Pines Industrial Park;Village of Bensenville Preparation of Contract Plans,Specifications and Estimates •1992 Resurfacing Program;Village of Lisle;$900,000 ■1990 Resurfacing Program;Village of Lisle;$500,000 ■City-Wide Street and Drain Improvement,Section Ii;City of Northlake; $1.4 million ■Northway, Cherry and Poplar Drives;Village of Hanover Park;$700,000 ■1998 Capital Improvement Program;Village of Lemont;$700,000 REVISED:2017 www.civiltechinc.com OWLTECH Samuel C . Moscatello Chief Layout Specialist Professional Registrations Mr.Moscatello joined the Civiltech team in November 2015.He has over 11 years of CST Certified—Level 1 experience in the engineering and surveying industry.Prior to joining Civiltech,Mr. Moscatello worked for Jacob&Hefner Associates as a survey crew chief.During his time Areas of Specialization in the industry,Mr.Moscatello performed design topo and construction layout for a wide variety of projects. Survey Control Land Surveys Representative Projects Construction Layout Survey Control Topographic Surveys •Hill Ave over East Branch of the DuPage River;Village of Lombard;$1.5 million •Elgin O Hare Western Access(EOWA)-Mainline.Arlington Heights Road to Lively Boulevard;Illinois Tollway;$52.6 million •Damen/Elston/Fullerton Realignment&Reconstruction;Chicago Department of Transportation;$16.9 million • US 6(159th St.)Will-Cook Road;Illinois Department of Transportation; $47.2 million •Elgin O Hare Western Access Wood Dale Bridge;Illinois Tollway;$20.0 million •Elgin O Hare Western AccessAdvanced Work;Illinois Tollway;$34.0 million As an employee at Jacob&Hefner Associates,Mr.Moscatello worked on the following projects: •IL Route 30 Widening;Illinois Department of Transportation •Heritage Crossings Business Park;Village of Lemont REVISED:2017 www.civiitechinc.com North York Road/Harger Road Intersection Improvement CIWLTECH Village of Oak Brook I April 28,2017 Attachement E IC)OT 11 ; Iii�I i _ettt�r Representative Project Experience Team Organizational Chart and Resumes Subconsultant Qualifications Anticipated Project Schedule Cost Estimate of Consultant Services North York Road/Harger Road Intersection Improvement Village of Oak Brook I April 28,2017 Phase I i North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Jorgensen and Associates, Inc. JORGENSEN & ASSOCIATES, INC. LAND SURVEYORS Est. 1990 March 1,2017 Mr.James R. Woods, P.E. Civiltech Engineering,Inc. 450 East Devon Avenue Suite 300 Itasca, Illinois 60143 Re: Village of Oak Brook- York Road/Harger Road Survey Proposal Dear Mr. Woods: Enclosed,please find our proposal to prepare a topographic survey for the referenced project. Our proposal is based on the items contained in your email of February 26th and our telephone conversation. I would like to thank you for considering Jorgensen & Associates for this project. We look forward to continuing our working relationship with your firm. Should you have any questions, comments or require any further information concerning our proposal,please feel free to call me at(847)356-3371. Respectfully submitted, Jorgensen&Associates, Inc. ,�Z; �- ' N Christian H. Jorge n,P S. President CHJ/pt Enclosures EACivi1tech\0ak Brook\York Rd-Harger Rd\Cover Letter 120 PARK AVENUE, P.O. BOX 306- LAKE VILLA, ILLINOIS 60046-9093 • (847)356-3371 • FAX(847)356-3488 Route: York Road/Harger Road Section: County: DuPage Job No.: Exhibit "A" Payroll Burden& Fringe Costs %of Direct Productive Payroll Federal Insurance Contributions Act 11.37% State Unemployment Compensation 0.97% Federal Unemployment Compensation 0.11% Workmen's Compensation Insurance 0.96% Paid Holidays, Vacation, Sick Leave, Personal Leave 10.79% Bonus 7.01% Pension 0.93% Group Insurance 35.63% Total Payroll Burden& Fringe Costs 67.77% EXiviltech\Oak Brook\York Rd-Harger Rd\EXA Route: York Road/Harger Road Section: County: DuPage Job No.: Exhibit"B" Overhead and Indirect Costs % of Direct Productive Pamoll Business Insurance 4.48% Depreciation 12.02% Indirect wages and salaries 38.85% Reproductive and printing costs 0.18% Office Supplies 3.57% Computer Costs 1.98% Professional Fees 2.54% Telephone 1.85% Fees, license&dues 0.98% Repairs and maintenance 0.96% Business space rent 4.92% Facilities - capital 0.66% Travel - Meals 0.08% Survey Supplies 2.80% Automobile/travel expense 1.45% Miscellaneous Expense 0.31% State Income Tax 1.05% Postage 0.20% Educational &Professional Registrations 0.05% Total Overhead 78.93% E:\Civiltech\Oak Brook\York Rd-Harger Rd\EXB PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Jorgensen&Associates,Inc. DATE 03101/17 PRIME/SUPPLEMENT Prime PTB NO. CONTRACT TERM 12 MONTHS OVERHEAD RATE 146.70% START DATE 3/112017 COMPLEXITY FACTOR RAISE DATE 9/1/2017 % RAISE 3.00% ESCALATION PER YEAR 3/1/2017 - 9/1/2017 912/2017 - 3/1/2018 6 6 12 12 50.00% 51.50% 1.0150 The total escalation for this project would be: 1.50% Printed 3/1/2017 Bureau of Design and Environment(Rev.05/08/15) PAYROLL RATES FIRM NAME Jorgensen &Associates DATE 03/01/17 PRIME/SUPPLEMENT Prime PSB NO. ESCALATION FACTOR 1.50% CLASSIFICATION CURRENT RATE CALCULATED RATE Principal/Officer $46.00 $46.69 Supervisor, P.L.S. $42.00 $42.63 Survey Party Chief, S.I.T. $26.75 $27.15 Instrument Operator $20.75 $21.06 Cadd Supervisor $30.75 $31.21 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Bureau of Design and Printed 3/1/2017 PREPARED BY THE CONSULTANTEnvironment(Rev. 05/08/15) COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES FIRM Jorgensen&Associates,Inc. DATE 03101117 PSB OVERHEAD RATE 1.467 PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR 0 DBE OVERHEAD IN-HOUSE Outside SERVICES %OF DROP ITEM MANHOURS PAYROLL & DIRECT FIXED Direct BY DBE TOTAL GRAND BOX FRINGE BENF COSTS FEE Costs OTHERS TOTAL TOTAL (A) (B) (C) (D) (E) (F) (G) (H) (B-G) 1 Field-Topography Survey 238 5,652.50 8,292.22 ?.1: "i 2,129.57 16,816.29 61.33% 2 Office-Compile Field Data 34 1,113.00 1,632.77 398.14 3,143.91 11.47% 3 Office-Create Topography Base Sheets 70 2,265.00 3,322.76 810.22 6,397.98 23.33% 4 Office-Create T.I.N.&Contours 8 268.50 393.89 96.05 758.44 2.77% (5). Coordination Meetings 2 92.00 134.96 37.10 38.29 302.35 1.10% Subconsultant DL 0.00 0.00 0.00% TOTALS 1 3521_ 9,391.00 13,776.60 779.10 3,472.27 0.00 0.00 0.00 27,418.97 100.00% DBE 0.00% Printed 3/1/2017 PREPARED BY THE CONSULTANT Bureau of Design and Environment(Rev.05/08/15) AVERAGE HOURLY PROJECT RATES FIRM Jorgensen&Associates,Inc. PSB DATE 03/01/17 PRIME/SUPPLEMENT Prime SHEET 1 OF 1 PAYROLL AVG TOTAL PROJECT RATES (1)Field-To ography Survey (2)Office-Compile Field Data (3)Office-Create Topography Base Sheets (4)Office-Create T.I.N.&Contours (5)Coordination Meetings HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Principal/Officer 46.00 2 0.57% 0.26 100,00% 46.00 Supervisor,P.L.S. 42.00 18 5.11% 2.15 17.65% 7.41 14.29% 6.00 25.00% 10.50 Survey Party Chief,S.I.T. 26.75 119 33.81% 9.04 119 50.00% 13.38 Instrument Operator 2075. 119 33.81% 7.01 110 50.00% 10.38 CaddSuper-visor 30.75 94 26.70% 8.21 82.35% 25.32 85.71% 26.36 75.00% 23.06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS 352 100% $26.68 238 100.00% $23.75 34 100% $32.74 70 100% $32.36 8 100% $33.56 2 100% $46.00 Bureau of Design and Printed 3/1/2017 PREPARED BY THE CONSULTANT Environment(Rev.05/08/15) Route: York Road/Harger Road Section: County: DuPage Job No.: Manhour Breakdown Topographic Survey Estimate York Road + 1,000' _+ 0.189 mile Harger Road + 1,400' _+ 0.265 mile Total Length +2,400' _+ 0.454 mile 1. Field—Topographic Survey a. Establish horizontal &vertical controls points 14 hours x 2 men= 28 MH b. Locate existing topography 105 hours x 2 men= 210 MH Sub-total Item#1 238 MH 2. Office- Compile Field Data a. Compute traverse, level circuit&G.P.S. survey 6 hours x 1 man= 6 MH b. Edit&compile topographic survey 28 hours x 1 man= 28 MH Sub-total Item#2 34 MH 3. Office - Create Existing Topography Base Sheets a. Layout and drafting 60 hours x 1 man= 60 MH b. Check topographic survey 10 hours x 1 man= 10 MH Sub-total Item#3 70 MH (1) 4. Office - Create T.I.N. &Contours a. Compute contours 6 hours x 1 man= 6 MH b. Check contours 2 hours x 1 man= 2 MH Sub-total Item#4 8 MH 5. Coordination Meetings 1 meeting @ 2 hours= 2 MH Total All Items 352 MH (2) E:\Civiltech\Oak Brook\York Rd-Harger RdTOP Route: York Road/Harger Road Section: County: DuPage Job No.: Breakdown of In House Direct Costs Item 1. Field- Topographic Survey a. Trips to project site- 14 ea. + 100 miles/trip x 14 trips=+ 1,400 miles + 1,400 miles @ $0.53/mile= $ 742.00 5. Coordination Meetings a. Meetings at Civiltech's office- 1 ea. +70 miles/trip x 1 trip=+ 70 miles +70 miles @ $0.53/mile= 37.10 Total All Items $ 779.10 EACiviltech\Oak Brook\York Rd-Harger Rd\IHC North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Midland Standard Engineering & Testing, Inc. i i (&MSET www.mset.com MIDLAND STANDARD ENGINEERING &TESTING, INC. 558 Plate Drive,Unit 6 East Dundee,Illinois (847)844-1895 f(847)844-3875 April 10,2017 Mr. James R. Woods,P,E. Civiltech Engineering,Inc. Two Pierce Place, Suite 1400 Itasca,Illinois 60143 Re: Proposal for Roadway Geotechnical Report and Structure Geotechnical Reports York Road at Harger Road Oakbrook,Illinois Dear Mr. Woods: We are pleased to have the opportunity to submit the following proposal for the performance of a soil exploration on the referenced project. Project Description and Scope of Work The project from a geotechnical standpoint includes the following items; York Road and Harper Road Intersection The Phase I study for this intersection improvement consists of a pavement and subgrade soil investigation for approximately 2500 lineal feet of road alignment. For this work a total of eight (8) roadway subgrade borings, spaced at approximate 300-foot intervals, and nine(9)pavement cores are planned. Retaining Wall Structures Roadway widening improvements are anticipated to include the replacement of one existing retaining wall. The proposed wall alignments will be explored with three (3) structure soil borings. Trail Underpass Structure At one point near the intersection, a trail underpass is proposed under Harger Road. For this structure, two (2) structure borings are planned to determine subsurface conditions. Prevailing ground water levels will be determine by installing a temporary well pipe in one of the boreholes for subsequent readings. Method of Performance-Field Work and Laboratory Testing The pavement subgrade and structure borings will involve drilling test holes that incorporate standard penetration tests and split-spoon sampling at 2-1/2 foot intervals. The road subgrade borings will be drilled to a depth of ten (10) feet and the retaining wall structure borings will be drilled to a depth of twenty-five (25) to thirty (30) feet. The borings will be performed in compliance with the current State of Illinois, Geotechnical Manual. The soil survey borings will be performed in compliance with the current State of Illinois, Geotechnical Manual'. In our proposal, we have assumed that the final locations and elevations will be determined by the design section engineer or will be referenced to centerline stationing provided by the DSE. Midland Standard Engineering&Testing,Inc. 4/10/17 Laboratory testing will include moisture content determinations, consistency (penetrometer value), determination on cohesive soil samples and classification tests as required to identify ( major subgrade soil types. Method of Performance-Analysis and Report Roadway Geotechnical Report The roadway boring information will be presented on profile drawings with base drawings provided by the DSE. The pavement core results will be presented in tabular form. The results of this field exploration and laboratory testing would be used in an analysis and formulation of our recommendations. Major subject areas for our analysis, recommendations and report would consist of stating the subsurface soil and ground water conditions, a tabulation of the existing pavement materials and thickness, and a review of subgrade conditions with recommendations for treatment areas. A written report summarizing and presenting the data and recommendations will be prepared by a Registered Professional Engineer. Structure Geotechnical Reports The structure boring information will be presented on borings logs. The results of this field exploration and laboratory testing would be used in an analysis and formulation of our recommendations. Major subject areas for our analysis, recommendations and report would consist of stating the subsurface soil and ground water conditions, foundation, excavation, and earth pressure recommendations for the various retaining wall types to be considered for the project. A written report summarizing and presenting the data with recommendations will be prepared by a Registered Professional Engineer. Timing We will begin on work after notice to proceed and as utility clearance becomes available. We plan on mobilizing and doing all (roadway and structure) borings concurrently. We have assumed that no borings are required within the Tollway ROW. The final reports are expected to be complete within eight to ten weeks after notice to proceed. Fees We propose to provide this work at the unit rates quoted on the attached Schedule of Services and Fees, Attachments 1 and 2. These estimated quantities and unit rates are based on information as outlined in this proposal and experience on past projects. On the basis of the above information, we estimate that these services can be provided for a fee of $ 9,435.00 for the Roadway Geotechnical Report, $ 5,568.00 for the Retaining Wall Structural Geotechnical Report, and 4,173.00 for the Harger Road trail underpass Structure Geotechnical Report. General MSET is acquainted with the local subsurface conditions and has participated in the planning, development and execution of numerous highway soil explorations in this area. We are looking forward to working with you on this project. Respectfully submitted, MIDLAND STANDARD ENGINEERING&TESTING, INC. 'V William J. Wyzgala, P.E. Principal Engineer WJW Enclosure: Attachments 1, 2, 3, and General Conditions i MSET, INC. 2/27/17 ATTACHMENT 1 t SCHEDULE OF SERVICES AND FEES York Road and Harger Road Intersection Improvements Oakbrook,Illinois Item Estimated Quantity Unit Cost Extension Field Services Mobilization of Drilling equipment, 4 traffic control and personnel,lump sum l $475.00 $475.00 r Roadway profile borings with Split Spoon Sampling,l.f. 80 $19.00 $1,520.00 i } Pavement Core,each 9 $175.00 $1,575.00 I I Traffic Control,signs,barricades, Flagmen,etc./day 2 $660.00 $1,320.00 Field Services Total: $4,890.00 I Laboratory Services Moisture Content Determinations,ea 43 $6.00 $258.00 Atterberg Limit Determination,ea. 3 $80.00 $240.00 Grain Size Analysis,including Standard Proctor,ea. 3 $95.00 $285.00 i Organic Content Tests,ea. 1 $80.00 $80.00 Illinois Bearing Ratio Test including Standard proctor Test,ea. 1 $315.00 $315.00 Laboratory Services Total: $1,178.00 Engineering Services for Soil Survey Including: Layout Coordination w/Design Engineer Utility Clearance and Permits Engineering Supervision of Soil Borings Preparation of Soil Profile Drawings Summary of Exisiting Pavement Materials Analysis and Recommendations for Earthwork Report Preparation,Consultation Principal Engineer,per hr. 0.5 $150.00 $75.00 Project Engineer,per hr. 4 $135.00 $540.00 Staff Engineer,per hr. 8 $100.00 $800.00 Field Engineer,per hr. 12 $95.00 $1,140.00 Technician,per hr. 8 $85.00 $680.00 Word Processing,per hour 2 $66.00 $132.00 Engineering Total: $3,367.00 PROJECT BUDGET TOTAL: $9,435.00 I I MSET, Inc. ATTACHMENT 2 2/27/17 SCHEDULE OF SERVICES AND FEES York Road and Harger Road Improvements,Retaining Wall Oakbrook,Illinois I Item Estimated Quantity Unit Cost Extention i Field Services i Mobilization of Drilling equipment, lump sum 0 $475.00 Soil boring with soil sampling,/I.f. 75 $23.00 $1,725.00 Shelby Tube Sample,each 1 $30.00 $30.00 Traffic Control, Signs,Flagmen,per day 1 $660.00 $660.00 Field Services Total: $2,415.00 Laboratory Services Moisture Content Determinations,ea 32 $6.00 $192.00 Grain Size Analysis,Hydrometer,ea. 1 $90.00 $90.00 Atterberg Limit Test,ea. 1 $80.00 $80.00 Consolidation Test,each 1 $400.00 $400.00 Laboratory Services Total: $762.00 Engineering Services for Structure Geotechnical Report Including: Layout Coordination Utility Clearance and Permits Field Supervision During Drilling Preparation of Soil Boring Logs Analysis and Recommendations Report Preparation and Consultation Principal Engineer,per hr. 1 $155.00 $155.00 Project Engineer,per hr. 6 $135.00 $810.00 Staff Engineer,per hr. 6 $100.00 $600.00 Field Engineer,per hr. 8 $95.00 $760.00 Technician,per hour $85.00 Draftsman/Word Processing,per hr. 1 $66.00 $66.00 Engineering Total: $2,391.00 PROJECT BUDGET TOTAL: $5,568.00 MSET, Inc. ATTACHMENT 3 4/10/17 4{ SCHEDULE OF SERVICES AND FEES I York Road and Harger Road Improvements,Trail Underpass Oakbrook,Illinois r f Item Estimated Quantity Unit Cost Extention Field Services fMobilization of Drilling equipment, lump sum Same Time as $475.00 Ret.Wall Soil boring with split spoon sampling, 0-30'depth,per lineal foot 60 $23.00 $1,380.00 Ground Water Monitoring Well Materials and Installation,30 foot depth,lump sum 1 $566.00 $566.00 Traffic Control,Signs,Flagmen,per day 0 $660.00 Field Services Total: $1,946.00 Laboratory Services i G ' Moisture Content Determinations,ea 26 $6.00 $156.00 i Grain Size Analysis,Hydrometer,ea. 1 $90.00 $90.00 f Atterberg Limit Test,ea. 1 $80.00 $80.00 Laboratory Services Total: $326.00 j( Engineering Services for Structure Geotechnical Report Including: j Layout Coordination Utility Clearance and Permits Field Supervision During Drilling Preparation of Soil Boring Logs Analysis and Recommendations Report Preparation and Consultation Principal Engineer,per hr. 1 $155.00 $155.00 Project Engineer,per hr. 4 $135.00 $540.00 Staff Engineer,per hr. 4 $100.00 $400.00 Field Engineer,per hr. 6 $95.00 $570.00 Technician,per hour 2 $85.00 $170.00 Draftsman/Word Processing,per hr. 1 $66.00 $66.00 1 Engineering Total: $1,901.00 PR03ECT BUDGET TOTAL: $4,173.00 I F i i t I i 1 Midland Standard Engineering & Testing, Inc. CIVIL • GEOTECHNICAL • CONSTRUCTION MATERIALS r i FEE AND RATE SCHEDULE GENERAL CONDITIONS ENGINEERING AND ASSOCIATED SERVICES INVOICES Progress invoices will be submitted to the client monthly j Fees for our services will be based upon the time worked and a final bill will be submitted upon completion of the on the project at the following rates: services. Invoices will show charges for different personnel and expense classifications. A more detailed Principal or Consulting Engineer.................. a separation of charges and backup data will be provided at Project Engineer or Project Geologist.......... client's request,but each invoice is due on presentation Senior Engineer,Senior Designer, o and is past due thirty(30)days from invoice date. Client Or Senior Resident......................... p agrees to pay a finance charge of 11h%per month,or the Staff Engineer or a maximum rate allowed by law,on past due accounts. Senior Engineering Technician..... w The client's obligation to pay for the work contracted is in Secretarial Services........................................ Ln no way dependent upon the client's ability to obtain financing,zoning,approval of governmental or regulatory agents,or upon the client's successful completion of the. REIMBURSABLE EXPENSES project. The following items are reimbursable to the extent of WE RESERVE THE RIGHT TO SUSPEND OR TERMINATE 1 actual expenses; WORK UNDER OUR AGGREEMENT UPON FAILURE OF TE CLIENT TO PAY INVOICES AS DUE. 1.Transportation,lodging,and subsistence for out of town travel 2.Special mailing and shipping charges. INSURANCE 3.Special materials and equipment unique to the project We maintain Workman's Compensation Insurance and 4.Automobile travel to projects. Employer's Liability Insurance in conformance with state law. In addition,we maintain Comprehensive General Liability Insurance and Automobile Liability Insurance with bodily injury(limit$1,000,000,each occurrence, TEST BORINGS AND FIELD INVESTIGATIONS $1,000,000.aggregate),and property damage(limit $1,000,000.each occurrence,$1,000,000.aggregate). On projects requiring test borings,test pits,or other Within the limits of said insurance,we agree to hold the explorations,we may obtain the service of reputable client harmless from and against loss,damage,injury or subcontractors to perform such work. liability arising directly from the negligent acts or omissions of ourselves,our employees,agents, subcontractors and their employees and agents. If the SPECIAL RATES client places greater responsibilities upon us or requires further insurance coverage,we,if specifically so directed, Per Diem or other special rates can be established for will take out additional insurance(if producible)to protect specific projects when conditions indicate the us,at the client's expense. But we shall not be responsible i desirability of such rates. for property damage from any cause,including fife and explosion,beyond the amounts and coverage of our I insurance. j ACCESS TO SITES Unless otherwise agreed,the Client will furnish us with right-of-access to the site in order to conduct the LIMITATION OF PROFESSIONAL LIABILITY planned exploration. We will take responsible The Client recognizes the inherent risks connected with precautions to minimize damage to the site due to our construction. In performing our professional services,we I operations,but have not included in the fee the cost of will use that degree of care and skill ordinarily exercised, restoration of any damage resulting from the operations. under similar circumstances,by reputable members of our If the client desires,we will restore any damage to the profession practicing in the same or similar locality. No site and add the cost of restoration to the fee, other warranty,express or implied,is made or intended by the proposal for consulting services or by furnishing oral or written reports of the findings made. It is agreed that the INCREASES Client will limit any and all liability,claim for damages,cost of defense,or.expenses to be levied against us on account Fee schedule increases made by our firm on an over-all of any design defect,error,omission,or professional i client basis will be applied to work on all projects as they negligence to a sum not exceed$50,000.,or the amount of become effective, At least 30 days advance notice of such our fee,whichever is greater. increases will be given. Initial i I f North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Stuedemann Environmental Consulting , LLC STUEDEMANN ENVIRONMENTAL CONSULTING April 20, 2017 Mr.James R. Woods, P.E. Project Manager Civiltech Engineering, Inc. Two Pierce Place, Suite 1400 Itasca, IL 60143 SUBJECT: Proposal to Provide Environmental Science Services North York Road/Harger Road Intersection Improvement Project Phase I Oak Brook, DuPage County, Illinois Dear Mr. Woods: Stuedemann Environmental Consulting, LLC(SEC) is pleased to present Civiltech Engineering, Inc. (Civiltech) with this proposal to provide environmental science services for the Village of Oak Brook's (Village) North York Road/Harger Road Intersection Improvement Project Phase I (North York Road/Harger Road Project Phase 1), located in Oak Brook, DuPage County, Illinois. Services presented herein coincide with the North York Road/Harger Road Project Phase I engineering services provided by Civiltech to the Village and include preparation of a Wetland Delineation Report,Tree Survey Report, National Environmental Policy Act (NEPA) support services, and preparation of a Preliminary Environmental Site Assessment (PESA) Report. SEC presents this proposal in the following sections: project understanding, limits and reliability,scope of work, project team, project schedule, project costs, and proposal acceptance. PROJECT UNDERSTANDING SEC understands that Civiltech has been solicited by the Village to submit a proposal for Phase I engineering services for improvements to the North York Road and Harger Road intersection,which includes the Harger Road intersection with the westbound entrance ramp to 1-88.This design must fulfill requirements of the DuPage County Division of Transportation (DuDOT) and the Illinois Department of Transportation (IDOT).Civiltech has solicited SEC to prepare a scope of environmental science services for the North York Road/Harger Road Project Phase I; necessary for compliance with biological, wetland, and special waste clearances from IDOT. SEC's proposed scope of work is to coordinate, collect, and prepare the applicable environmental related documentation for compliance with IDOT. On February 26, 2017, Civiltech provided SEC with the August 2, 2016, Proposed Intersection Concept Plan, which identifies the limits of the Project Corridor for the North York Road/Harger Road Project Phase I. On April 18, 2017,Civiltech provided SEC with revised limits of the Project Corridor to include areas for additional tree survey services.The Project Corridor consists of all areas within the North York Road and Harger Road right-of-way(ROW) as shown on the plan, plus an additional 100 feet per the Village and DuPage County requirements. ON419 Taylor Drive,Geneva, IL 60134 1 331-588-1805 1 main @stuedenv.com www.stuedemannec.com Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase I Oak Brook, DuPage County, IL SEC proposes to conduct the biological,wetland, and special waste surveys and investigations presented in this scope of work in accordance with the following: • October 11, 2016, edition of the Oak Brook Village Code Title 9 -Stormwater, Floodplain, and Sedimentation and Erosion Control Regulations (Village Code); • April 23, 2013, edition of the DuPage County Countywide Stormwater and Flood Plain Ordinance (Ordinance); • Biological,wetland, and special waste clearance requirements from the Illinois Department of Transportation (IDOT); • April 1, 2017, U.S. Army Corps of Engineers(USACE) Chicago District Regional Permit Program (RPP);and • "A Manual for Conducting Preliminary Environmental Site Assessments for Illinois Department of Transportation Highway Projects" (Erdmann et al., 1996, and revisions in preparation) (IDOT- ISGS PESA Manual). In preparing this proposal,SEC has made the following assumptions: 1. SEC understands that the North York Road/Harger Road Project Phase I is an IDOT pass-through funded project; and therefore,the scope of services for this proposal includes IDOT coordination; 2. Oak Brook is a Complete Waiver Community and preliminary permitting coordination will occur with the Village and the USACE; 3. There are no DuPage County critical wetlands or high-quality aquatic resources (HQAR) within, adjoining, or adjacent to the Project Corridor; 4. There is no wetland mitigation coordination, design, plan preparation, monitoring, or management included in this proposal; 5. There is no permitting coordination included in this scope of work; 6. Preliminary Site Investigation (PSI)services are not included in this proposal; and 7. There are no additional environmental concerns within the Project Corridor that would require Village, DuPage County, IDOT, or U.S.Army Corps Engineers (USACE) coordination,such as the presence of state and federal endangered and threatened species, protected historical and cultural sites, and environmental due diligence. LIMITS AND RELIABILITY SEC understands that the proposed North York Road/Harger Road Project Phase I must conform to [DOT procedures.SEC will utilize methods and procedures consistent with good commercial or customary practices referenced in the IDOT-ISGS PESA Manual. SEC proposes to prepare a PESA to identify environmental conditions and levels of risk associated with the North York Road/Harger Road Project Phase I.This PESA is limited to the information available at the time that services are rendered. Information sought may include:visual observations made on the day of inspection; review of readily available and relevant data/reports; and statements made and information provided by the client, agents, land-owners, and tenants within the Project Corridor and adjacent properties. April 20, 2017 Page 2 of 6 Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase I Oak Brook, DuPage County, IL SCOPE OF WORK SEC proposes to complete the requested services in four tasks as follows: Task 1: Wetland Delineation Report SEC understands that regulated wetlands and/or waters are potentially located within the Project Corridor. SEC proposes to prepare a Wetland Delineation Report for all areas within the Project Corridor in accordance with the USACE Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0), (Supplemental Wetland Manual),the Village Code, and the Ordinance. Delineating both USACE jurisdictional "waters of the U.S." (WOUS) and DuPage County regulated Waters of DuPage will satisfy requirements of the Illinois Interagency Wetlands Policy Act of 1989 (IWPA)for the Illinois Department of Natural Resources (IDNR) and the Illinois Department of Transportation (IDOT) Phase I process. SEC proposes to conduct investigations of all potential wetlands and waters within the Project Corridor. These investigations include an off-site records/document review followed by an on-site investigation. Proposed services include:the identification and delineation of wetlands and waters;the determination of USACE HQARs; and the determination of DuPage County critical wetlands and waters. Wetland delineation field investigation activities include on-site testing for the presence of hydric soils, hydrophytic vegetation, and sufficient hydrology. A floristic quality assessment (FQA)will be conducted for each identified wetland. Waters delineation field activities include the determination of the Ordinary High Water Mark (OHWM) of all identified waters. SEC proposes to flag all USACE "waters of the U.S." (WOUS)jurisdictional wetland limits and DuPage County wetlands and waters within the Project Corridor. SEC also proposes to estimate the location of adjacent wetlands within 100 feet of the Project Corridor per the Village Code and the Ordinance. SEC will coordinate with Civiltech and their surveyors to ensure that all wetland and soil pit flags are surveyed. SEC proposes that Civiltech provide wetland survey information to SEC in AutoCAD format for inclusion in the wetland delineation report figures. SEC proposes to prepare a Wetland Delineation Report that will include findings from the field investigations.A final Wetland Delineation Report in Adobe PDF format file will be forwarded to Civiltech for review and distribution. Task 2: Tree Survey Report(If Necessary) SEC proposes to conduct an on-site tree survey and to prepare a comprehensive Tree Survey Report for the North York Road/Harger Road Project Phase I if necessary.Tree survey services presented in this proposal include a tagged tree survey of all trees 4 inches diameter at breast height (DBH) and greater, and an inventory tree survey of all trees between 2 inches DBH and 4 inches DBH.Trees will be surveyed in accordance with the appropriate IDOT tree survey methodologies. SEC proposes to document the diameter, height, species, health, and structure of each tree 4 inches DBH and greater within the Project Corridor. SEC proposes to document the species of each tree between 2 inches DBH and 4 inches DBH within the Project Corridor. As part of this task, SEC proposes to coordinate with Civiltech,their surveyors, and their CAD technicians. SEC assumes that Civiltech will provide AutoCAD files with the topographic survey of tagged trees for the tree location figure in the Tree Survey Report. All findings from the tree survey April 20, 2017 Page 3 of 6 Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase I Oak Brook, DuPage County, IL investigation will be included in the Tree Survey Report. A final Tree Survey Report in Adobe PDF format file will be forwarded to Civiltech for review and distribution. Task 3: NEPA Support and Preliminary Regulatory Coordination SEC proposes to assist Civiltech in preparing,finalizing, and submitting NEPA related documentation with regard to biological and wetland IDOT review and clearance. For areas within, adjoining, and adjacent to the Project Corridor,SEC proposes to prepare the preliminary Section 7 consultation memorandum to the U.S. Fish and Wildlife Service(USFWS)for identification of federally listed endangered and threatened species habitats.As part of this task,SEC will also work closely with Civiltech to obtain (DOT's TREC Report,complete IDOT's Wetland Impact Evaluation (WIE) submittal, and complete the IDOT's Environmental Survey Request(ESR)submittal for IDOT clearance. As part of Task 3, SEC proposes to validate the Wetland Delineation Report with the Village and the USACE for the North York Road and Harger Road Improvement Project Phase II design and permitting. SEC proposes to submit the Wetland Delineation Report to the Village for preliminary jurisdictional determination (PJD) and boundary verification (BV) of Waters of DuPage. SEC proposes to also submit the Wetland Delineation Report to the USACE for concurrence and jurisdictional determination of WOUS, including wetlands. Any fees required for these submittals have not been included in this scope of services and are the responsibility of the Village and Civiltech. SEC will schedule and attend on-site pre-application meetings with the USACE,the Village, and Civiltech as needed. Task 4: Preliminary Environmental Site Assessment(PESA)Report SEC proposes to begin the PESA investigation with a records review to collect environmental related information associated within the Project Corridor and to identify areas with recognized environmental conditions (RECs) and de minimis conditions that may exist from current or past uses of properties within the Project Corridor. SEC proposes to prepare the PESA Report using reasonably ascertainable historical and geological information sources, including:aerial photographs; United States Geological Survey (USGS)topographic maps; county plat maps; Office of the Illinois State Fire Marshal (OSFM)files; and various other regulatory information sources from federal, state, and other agencies. As part of the records review,SEC will obtain an environmental data search from Environmental Data Resources, Inc. (EDR)that will include information from state and federal regulatory databases such as NPL, CERLIS, RCRA CORRACTS, ERNS, IL SSU, IL LUST, and IL UST. SEC proposes to conduct a site reconnaissance that will include a walkover of the Project Corridor to verify RECs and de minimis conditions identified in the records review, and to identify any additional areas of environmental interest. Utilities in and adjacent to the Project Corridor,such as transformers and capacitors, railways, natural gas pipelines, will also be viewed for potential sources and dumping areas. Photographic documentation of the site, RECs,di minimis conditions, parcels of environmental interest, and other concerning features will be included in the PESA Report. SEC proposes to conduct interviews with owners of parcels located within or adjacent to the Project Corridor to validate information obtained from the records review.An owner, manager,tenant, or individual with good knowledge of the uses and physical characteristics of the parcel will be interviewed. Owners or occupants may provide information not identifiable in the records review and site reconnaissance that would indicate areas of environmental concern. SEC proposes to prepare a comprehensive PESA Report that summarizes information obtained in the records review, site reconnaissance, and parcel interviews.This PESA Report will present RECs and di � r April 20, 2017 1 ) f"( Page 4 of 6 Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase I Oak Brook, DuPage County, IL minimis conditions associated with man-made and natural hazards that may impact the North York Road/Harger Road Project Phase I. SEC will prepare and submit a draft PESA Report to Civiltech for review. SEC will incorporate Civiltech's comments,finalize the PESA Report, and submit a final PESA Report to Civiltech. A final PESA Report in Adobe PDF format file will be forwarded to Civiltech for review and distribution. PROJECT TEAM SEC proposes to manage this project out of our Geneva, Illinois office with a support network of scientists and engineers who have experience in conducting environmental science services in DuPage County. Mr. Barry Stuedemann, P.E., P.W.S. will serve as the Professional Wetland Scientist and Environmental Engineer. PROJECT SCHEDULE SEC will proceed with the scope of work presented in this proposal immediately upon authorization from Civiltech.Specific schedules for each task are unknown at this time and will be coordinated with Civiltech throughout the duration of the North York Road/Harger Road Project Phase I. Wetland field investigations and the final floristic quality assessment work should be completed during the DuPage County growing season, from April 30th to October 12th.The schedule to complete each task is influenced by the responses, concerns, and requests of Civiltech and the pertaining agencies. PROJECT COSTS SEC estimates the cost to complete the task outlined in this proposal to be a maximum "not-to-exceed" fee of$24,003. An itemization of these costs is presented in Table 1, Cost Estimate for Consulting Services. The following is a summary of these costs: SCOPE OF WORK COSTS Task 1: Wetland Delineation Report $8,816 Task 2: Tree Survey Report(If Necessary) $4,282 Task 3: NEPA Support and Preliminary Regulatory Coordination $3,208 Task 4: Preliminary Environmental Site Assessment(PESA) Report $7,697 Total: $24,003 April 20, 2017 Page 5 of 6 Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase I Oak Brook, DuPage County, IL PROPOSAL ACCEPTANCE To indicate your acceptance of this proposal, please notify me by mail or e-mail. SEC will assume the mail or e-mail correspondence as your signature and date for our authorization to proceed with the tasks presented in this proposal. SEC appreciates this opportunity to provide environmental science services to Civiltech. If you have any questions, please do not hesitate to contact me at your convenience. Sincerely, Baron H.Stuedemann, P.E., P.W.S. Technical Director I Managing Member Stuedemann Environmental Consulting, LLC Mobile: 630-664-4550 E-Mail: bstuedemann @stuedenv.com April 20, 2017 SEC Page 6 of 6 TABLE 1 Cost Estimate for Consulting Services ENVIRONMENTAL SCIENCE SERVICES NORTH YORK ROAD/HARGER ROAD INTERSECTION IMPROVEMENT PROJECT PHASE I OAK BROOK,DUPAGE COUNTY,IL Prepared for Civiltech Engineering,Inc. Prepared by Stuedemann Environmental Consulting,LLC April 20,2017 NORTH YORK ROAD/HARGER ROAD PROJECT PHASE I Project Project Total Direct Overhead In-House Fixed Other Not-to- ENVIRONMENTAL SCIENCE SERVICES Manager Coordinator Hours Labor of 150% Direct Fee Direct Exceed TASK DESCRIPTION Costs Costs Costs $64.00 $24.00 (DL) OH(DL) (IHDC) (FF) Task 1: Wetland Delineation Report 46 2 48 $2,992 $4,488 $220 $1,116 $0 $8,816 Task 2: Tree Survey Report(if Necessary) 22 1 23 $1,432 $2,148 $160 $542 $0 $4,282 Task 3: NEPA Support and Preliminary Regulatory Coordination 16 2 18 $1,072 $1,608 $122 $406 $0 $3,208 Task 4: Preliminary Environmental Site Assessment(PESA)Report 36 2 38 $2,352 $3,528 $842 $975 $0 $7,697 TOTAL: 120 7 127 $7,848 $11,772 $1,344 $3,039 $0 $24,003 DL(Direct Labor)= Hours x Hourly Rate R(Complexity Factor)= 0 OH(Overhead Rate)= 150% IHDC(In-House Direct Costs)= See Table Below for Itemization FF(Fixed Fee)= 14.5%[DL+R(DL)+OH(DL)+IHDCI Other Direct Costs= Testing,Drilling,and Hauling are not included in these costs. NORTH YORK ROAD/HARGER ROAD PROJECT PHASE I Mileage Delivery Copies EDR In-House ENVIRONMENTAL SCIENCE SERVICES ($0.535/mile) ($25/package) ($0.60/page) ($600/each) Direct TASK DESCRIPTION Costs Miles $ Packages $ Pages $ Each $ (IHDC) Task 1: Wetland Delineation Report 140 $75 1 $25 200 $120 0 $0 $220 Task 2: Tree Survey Report(If Necessary) 140 $75 1 $25 100 $60 0 $0 $160 Task 3: NEPA Support and Preliminary Regulatory Coordination 70 $37 1 $25 100 $60 0 $0 $122 Task 4: Preliminary Environmental Site Assessment(PESA)Report 70 $37 1 $25 300 $180 1 $600 $842 TOTAL: 420 $224 4 $100 700 $420 1 $600 1 $1,344 Mileage(miles)= 70 miles Round Trip to/from Site Delivery(packages)= UPS,FedEx,or USPS Copies(pages)= Average Cost for Black and White,Color,8"x 11.5",and 11"x 17" EDR(each)= Environmental Data Resources(EDR)Report for PESA April 20,2017 Table I North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Phase 11 North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Jorgensen and Associates, Inc. JORGENSEN & ASSOCIATES, INC. LAND SURVEYORS Est. 1990 April 10,2017 Mr. Reid T. Magner, P.E. Civiltech Engineering, Inc. Two Pierce Place Suite 1400 Itasca, Illinois 60143 Re: Village of Oak Brook- York Road/Harger Road Phase II Survey Proposal Dear Mr. Magner: Enclosed,please find our revised proposal to prepare a topographic survey and a statutory plat of highways with legal descriptions for the referenced project. Our proposal is based on the items contained in your email of April 6th and our telephone conversation. I would like to thank you for considering Jorgensen & Associates for this project. We look forward to continuing our working relationship with your firm. Should you have any questions, comments or require any further information concerning our proposal, please feel free to call me at(847)356-3371. Respectfully submitted, Jorgensen&Associates,Inc. Christian H. Jo nse , L.S. President CHJ/pt Enclosures EACiviltech\Oak Brook\York Rd-Harger Rd\Phase IRRevised Cover Letter 120 PARK AVENUE, P.O. BOX 306 • LAKE VILLA, ILLINOIS 60046-9093• (847)356-3371 • FAX (847) 356-3488 Route: York Road/Harger Road Phase II Section: County: DuPage Job No.: Exhibit"A" Payroll Burden& Fringe Costs % of Direct Productive Payroll Federal Insurance Contributions Act 11.37% State Unemployment Compensation 0.97% Federal Unemployment Compensation 0.11% Workmen's Compensation Insurance 0.96% Paid Holidays, Vacation, Sick Leave, Personal Leave 10.79% Bonus 7.01% Pension 0.93% Group Insurance 35.63% Total Payroll Burden&Fringe Costs 67.77% EACiviltech\Oak Brook\York Rd-Harger RdThase II\EXA Route: York Road/Harger Road Phase II Section: County: DuPage Job No.: Exhibit"B" Overhead and Indirect Costs % of Direct Productive Payroll Business Insurance 4.48% Depreciation 12.02% Indirect wages and salaries 38.85% Reproductive and printing costs 0.18% Office Supplies 3.57% Computer Costs 1.98% Professional Fees 2.54% Telephone 1.85% Fees, license & dues 0.98% Repairs and maintenance 0.96% Business space rent 4.92% Facilities- capital 0.66% Travel - Meals 0.08% Survey Supplies 2.80% Automobile/travel expense 1.45% Miscellaneous Expense 0.31% State Income Tax 1.05% Postage 0.20% Educational &Professional Registrations 0.05% Total Overhead 78.93% EACiviltech\Oak Brook\York Rd-Harger Rd\Phase II\EXB PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Jorgensen&Associates,Inc DATE 04/10/17 PRIME/SUPPLEMENT Prime PTB NO. CONTRACT TERM 12 MONTHS OVERHEAD RATE 146.70 START DATE 5/112017 COMPLEXITY FACTOR RAISE DATE 11/1/2017 %OF RAISE 3.00 ESCALATION PER YEAR 5/1/2017 - 11/1/2017 11/2/2017 - 5/1/2018 6 6 12 12 = 50.00% 51.50% 1.0150 The total escalation for this project would be: 1.50% Printed 4/10/2017 Bureau of Design and Environment(Rev.05108/15) PAYROLL RATES FIRM NAME Jorgensen &Associates DATE 04/10/17 PRIME/SUPPLEMENT Prime PSB NO. ESCALATION FACTOR 1.50% CLASSIFICATION CURRENT RATE CALCULATED RATE Principal/Officer $46.00 $46.69 Supervisor, P.L.S. $42.00 $42.63 Survey Party Chief, S.I.T. $26.75 $27.15 Instrument Operator $20.75 $21.06 Cadd Supervisor $30.75 $31.21 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Bureau of Design and Printed 4/10/2017 PREPARED BY THE CONSULTANTEnvironment(Rev. 05/08/15) COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES FIRM Jorgensen&Associates,Inc. DATE 04110117 PSB OVERHEAD RATE 1.467 PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR 0 DBE OVERHEAD IN-HOUSE Outside SERVICES %OF DROP ITEM MANHOURS PAYROLL 8 DIRECT FIXED Direct BY DBE TOTAL GRAND BOX FRINGE BENF COSTS FEE Costs OTHERS TOTAL TOTAL (A) (B) (C) (D) (E) (F) (G) (H) (B-G) 1 Field-Topography Survey 38 902.50 1,323.97 C; 345.89 2,731.36 54.45% 2 Office-Compile Field Data 6 207.00 303.67 74.05 584.72 11.66% 3 Office-Create Topography Base Sheets 121 391.50 574.33 140.05 1,105.88 22.04% 4 Office-Create T.I.N.&Contours 31 103.50 151.83 37.02 1 292.36 5.83% 5 Coordination Meetings 2 92.00 134.96 37.10 38.29 302.35 6.03% Subconsultant DL i 0.00 1 1 0.001 0.00% TOTALS 1 611 1,696.50 2,488.77 196.101 635.301 0.00 0.001 0.001 5,016.661 100.00% DBE 0.00% Printed 4/10/2017 PREPARED BY THE CONSULTANT Bureau of Design and Environment(Rev.05/08/15) AVERAGE HOURLY PROJECT RATES FIRM Jorgensen&Associates,Inc. PSB DATE 04110/17 PRIME/SUPPLEMENT Prime SHEET 1 OF 1 PAYROLL AVG TOTAL PROJECT RATES (1)Field-Topography Survey (2)Office-Complle Field Data (3)Office-Create Topo raphy Base Sheets 4)Office-Create T.I.N.&Contours (5)Coordination Meetings HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Principal/Officer 46.00 2 3.28% 1.51 2 100.00% 46.00 Supervisor,P.L.S. 42.00 5 8.20% 3.44 2 33.33% 14.00 2 16.67% 7.00 1 33.33% 14.00 Survey Party Chief,S.I.T. 26.75 19 31.15% 8.33 19 50.00% 13.38 Instrument Operator 20.75 19 31.15% 6.46 19 50.00% 10.38 Cadd Supervisor 30.75 16 26.23% 8.07 4 66.67% 20.50 10 1 83.33% 25.63 2 66.67% 1 20.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS 61 1 100% 1 $27.81 38 100.00% $23.75 1 6 1 100% 1 $34.50 1 12 1 100% $32.63 3 100% $34.50 2 100% $46.00 Bureau of Design and Printed 4/10/2017 PREPARED BY THE CONSULTANT Environment(Rev.05/08/15) Route: York Road/Harger Road Phase I1 Section: County: DuPage Job No.: Manhour Breakdown Topographic Survey Estimate York Road + 850' _+ 0.161 mile Total Length + 850' _+0.161 mile 1. Field—Topographic Survey a. Establish horizontal &vertical controls points 3 hours x 2 men= 6 MH b. Locate existing topography 16 hours x 2 men= 32 MH Sub-total Item#1 38 MH 2. Office - Compile Field Data a. Compute traverse &level circuit 2 hours x 1 man= 2 MH b. Edit&compile topographic survey 4 hours x 1 man= 4 MH Sub-total Item#2 6 MH 3. Office - Create Existing Topography Base Sheets a. Layout and drafting 10 hours x 1 man= 10 MH b. Check topographic survey 2 hours x 1 man= 2 MH Sub-total Item#3 12 MH (1) 4. Office -Create T.I.N. &Contours a. Compute contours 2 hours x 1 man= 2 MH b. Check contours 1 hour x 1 man= 1 MH Sub-total Item#4 3 MH 5. Coordination Meetings 1 meeting @ 2 hours= 2 MH Total All Items 61 MH (2) EACiviltechDak BrookWork Rd-Harger Rd\Phase II LOP Route: York Road/Harger Road Phase II Section: County: DuPage Job No.: Breakdown of In House Direct Costs Item 1. Field -Topographic Survey a. Trips to project site- 3 ea. + 100 miles/trip x 3 trips=+ 300 miles +300 miles @ $0.53/mile= $ 159.00 5. Coordination Meetings a. Meetings at Civiltech's office- 1 ea. + 70 miles/trip x 1 trip=+70 miles + 70 miles @ $0.53/mile= $ 37.10 Total All Items $ 196.10 EACiviltech\Oak Brook\York Rd-Harger Rd\Phase II\IHC DF-824-039 REV 12/04 PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Jorgensen&Associates,Inc DATE 04/10/17 PRIME/SUPPLEMENT nrimr PTB NO. CONTRACT TERM 12 MONTHS OVERHEAD RATE 146.70% START DATE 5/1/2017 COMPLEXITY FACTOR RAISE DATE 11/1/2017 %OF RAISE 3.00 ESCALATION PER YEAR 5/1/2017 - 11/1!2017 11/2/2017 - 5!1/2018 6 6 12 12 50,00% 51.50% 1.0150 The total escalation for this project would be: 1.50% Bureau of Design and Environment Printed 4/10/2017 5:14 PM DF-824-039 REV 12/04 PAYROLL RATES FIRM NAME Jorgensen &Associates, Inc. DATE 04/10/17 PRIME/SUPPLEMENT Prime PSB NO. ESCALATION FACTOR 1.50% CLASSIFICATION CURRENT RATE CALCULATED RATE Principal/Officer $46.00 $46.69 Supervisor, P.L.S. $42.00 $42.63 Survey Party Chief, S.I.T. $26.75 $27.15 Instrument Operator $20.75 $21.06 Cadd Supervisor $30.75 $31.21 Administrative Assistant $20.75 $21.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 PREPARED BY THE AGREEMENTS UNITPrinted 4/10/2017 5:14 PM COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES DF-824-039 REV 12/04 FIRM Jorgensen&Associates,Inc. DATE 04110/17 PSB OVERHEAD RATE 1.467 PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR 0 DBE OVERHEAD IN-HOUSE Outside SERVICES %OF DROP ITEM MANHOURS PAYROLL & DIRECT FIXED Direct BY DBE TOTAL GRAND BOX FRINGE BENF COSTS FEE Costs OTHERS TOTAL TOTAL (A) (B) (c) (D) (E) (F) (G) (H) (B-G) 1 Pre-Survey 5 143.75 210.88 ",? 66.36 450.00 973.99 5.83% 2 Survey Reconnaissance 8 190.00 278.73 67.97 536.70 3.22% 3 Project Survey Plan 1 30.75 45.11 11.001 86.861 0.52% 4 First Submittal Plat of Hwys.&Description. 33 1,059.75 1,554.65 25.00 382.71 3,022.12 18.10% 5 Survey Field 84 1,995.00 2,926.67 318.00 759.75 5,999.42 35.94% 6 Survey Office 27 1,100.25 1,614.07 393.58 3,107.89 18.62% 7 Final Submittal Plat of Hwys&Description 7 196.50 288.27 31.80 74.90 591.47 3.54% 8 Coordination Meetings 2 92.00 134.96 37.10 38.29 302.35 1.81% 9 QC/QA 18 733.50 1,076.04 262.38 2,071.93 12.41% Subconsultant DL 0.00 0.00 0.00% TOTALS i 1851 5,541.50 8,129.38 514.90 2,056.94 0.00 450.00 0.001 16,692.721 100.00% DBE 0.00% DBE PREPARED BY THE AGREEMENTS UNIT Printed 4/10/2017 5:14 PM DF-824-039 REV 12/04 AVERAGE HOURLY PROJECT RATES FIRM Jorgensen&Associates,Inc. PSB DATE 04/10/17 PRIME/SUPPLEMENT Prime SHEET 1 OF 2 PAYROLL AVG TOTAL PROJECT RATES (1)Pre-Survey (2)Survey Reconnaissance (3)Project Survey Plan (4)First Submittal Plat of Hwys.&Descriptions (5)Survey(Field) HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Principal/Officer 46.00 2 1.08% 0.50 Supervisor,P.L.S. 42.00 45 24.32% 10.22 12.12% 5.09 Survey Party Chief,S.I.T. 26.75 46 24.86% 6.65 50.00% 13.38 50.00% 13.38 Instrument Operator 20.75 46 24.86% 5.16 50.00% 10.38 50.00% 10.38 Cadd Supervisor 30.75 42 22.70% 6.98 80.00% 24.60 100.00% 30.75 87.88% 27.02 Administrative Assistant 20.75 4 2.16% 0.45 20.00% 4.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS 185 100% $29.95 5 100.00% $28.75 8 100% $23.75 1 100% $30.75 33 100% $32.11 84 100% $23.75 PREPARED BY THE AGREEMENTS UNIT Printed 4/10/2017 5:14 PM DF-824-039 REV 12/04 AVERAGE HOURLY PROJECT RATES FIRM Jorgensen&Associates,Inc. PSB DATE 04/10/17 PRIMEISUPPLEMENT Prime SHEET 2 OF 2 PAYROLL AVG (6)Survey(Office) (7)Final Submittal Plat of Hwys&Descriptions (8)Coordination Meetings (9)QC/QA HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Av Part. Avg Part. Av Part. Avg Part. Avg Principal/Off icer 46.00 100.00% 46.00 Supervisor, P.L.S. 42.00 %a 88.89% 37.33 14.29% 6.00 88.89% 37.33 Survey Party Chief, 26.75 Instrument Operator 20.75 Cadd Supervisor 30.75 11.11% 3.42 42.86% 13.18 11.11% 3.42 Administrative Assis 20.75 42.86% 8.89 TOTALS 27 100% $40.75 7 100% $28.07 2 100% $46.001 18 100% $40,750 0% ° $0.00 0 0/o $0.00 PREPARED BY THE AGREEMENTS UNIT Printed 4/10/2017 5:14 PM Route: York Road/Harger Road Section: County: DuPage Job No.: Manhour Breakdown Land Acquisition Estimate York Road + 1,000' =+0.189 mile Harger Road + 1,400'= +0.265 mile Total Length + 2,400'= +0.454 mile 1 Parcel: 1 Permanent Easement& Temporary Easement—A &B. 1. Pre-Survey Phase Research available records a. Title Co. ) 4 MH b. Recorder's Office ) C. I.D.O.T. ) d. Utilities ) e. Private Surveyors ) f. Land Owners ) 1 MH Sub-total Item# 1 5 MH 2. Reconnaissance Survey 4 hours x 2 men= 8 MH (1) 3. Project Survey Plan +2,640'/sheet - 1 sheet a. Alignment info ) b. Existing R.O.W. info ) C. Land line data ) d. Subdivision data ) 1 hr./sheet x 1 = 1 MH Sub-total Item#3 1 MH 4. First Submittal Plat of Highways &Descriptions a. Ownership info ) b. Total holding boundaries ) C. Total holding area listing ) 1 MH d. Private survey info ) e. Deed calculated closures ) f. Layout and drafting + 2 sheets 20 hours x 1 man= 20 MH Cover/Index sheet 2 hours/sheet x 1 = 2 MH Total Holding sheets 4 hours/sheet x 1 = 4 MH Alignment&Tie sheets 3 hours/sheet x 1 = 3 MH g. Legal descriptions 3 descriptions 3 MH Sub-total Item#4 33 MH (2) 5. Survey (Field) a. Monument&Reference center line alignments Harger Road - 1,400'- 7 hrs. x 2 men= 14 MH York Road - 1,000' - 4 hrs. x 2 men= 8 MH b. Measure existing R.O.W., section&property lines 24 hours x 2 men= 48 MH C. Appraisal topography 3 hours x 2 men= 6 MH d. Monument &reference proposed right of way 4 hours x 2 men= 8 MH Sub-total Item#5 84 MH 6. Survey(Office) a. Compute traverse 2 hours x 1 man= 2 MH b. Compute existing R.O.W., section&property lines 22 hours x 1 man= 22 MH C. Compile appraisal topography 1 hour x 1 man= 1 MH d. Compute center line alignment 1 hour x 1 man= 1 MH e. Compute proposed easements 1 hour x 1 man= 1 MH Sub-total Item#6 27 MH (3) 7. Final Submittal Plat of Highways &Descriptions a. Final drafting+ 5 sheets 3 hours x 1 man= 3 MH b. Final descriptions 3 descriptions 1 MH C. Assembly of final papers 3 MH Sub-total Item#7 7 MH 8. Coordination Meetings 1 meeting @ 2 hours= 2 MH 9. QC/QA a. Check preliminary plats 5 sheets 13 MH b. Check preliminary legal descriptions 3 legal descriptions 1 MH C. Check final plats 5 sheets 3 MH d. Check final legal descriptions 3 legal descriptions 1 MH Total All Items 185 MH (4) E:\Civiltech\Oak Brook\York Rd-Harger Rd\Phase II\LALOP Route: York Road\Harger Road Section: County: DuPage Job No.: Breakdown of In House Direct Costs Item 1. Pre-Survey Phase a. Trips to Recorder's Office- 1 ea. • 100 miles/trip x 1 trip=+ 100 miles • 100 miles @ $0.53/mile= $ 53.00 b. Records from Recorder's Office $ 50.00 Sub-total Item#1 $ 103.00 4. First Submittal Plat of Highways &Descriptions a. Plat of Highways Mylars 5 sheets @ $5.00/sheet= $ 25.00 5. Survey(Field) a. Trips to project site - 6 ea. + 100 miles/trip x 6 trips=+600 miles + 600 miles @ $0.53/mile= $ 318.00 7. Final Submittal Plat of Highways & Descriptions a. Deliver Final Papers to District One Office +60 miles/trip x 1 trip=+60 miles +60 miles @ $0.53/mile= $ 31.80 8. Coordination Meetings a. Meetings at Civiltech's office— 1 ea. + 70 miles/trip x 1 trip=±70 miles + 70 miles @ $0.53/mile= 37.10 Total All Items $ 514.90 EXiviltech\Oak Brook\York Rd-Harger Rd\Phase IRLAINH Route: York Road\Harger Road Section: County: DuPage Job No.: Breakdown of Services by Others Item 1. Pre-Survey Phase a. Commitments for Title Insurance 1 Commitment @ $450.00 each= $ 450.00 EACiviltech\Oak Brook\York Rd-Harger RdThase II\LASBO North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Stuedemann Environmental Consulting , LLC STUEDEMANN ENVIRONMENTAL CONSULTING March 2, 2017 Mr.James R. Woods, P.E. Project Manager Civiltech Engineering, Inc. Two Pierce Place, Suite 1400 Itasca, IL 60143 SUBJECT: Proposal to Provide Environmental Science Services North York Road/Harger Road Intersection Improvement Project Phase II Oak Brook, DuPage County, Illinois Dear Mr. Woods: Stuedemann Environmental Consulting, LLC(SEC) is pleased to present Civiltech Engineering, Inc. (Civiltech) with this proposal to provide environmental science services for the Village of Oak Brook's (Village) North York Road/Harger Road Intersection Improvement Phase 11 Project(North York Road/Harger Road Project Phase II), located in Oak Brook, DuPage County, Illinois. Services presented herein coincide with the North York Road/Harger Road Project Phase II engineering services provided by Civiltech to the Village and includes wetland science related permitting services and Clean Construction or Demolition Debris (CCDD) coordination. SEC presents this proposal in the following sections: project understanding, limits and reliability, scope of work, project team, project schedule, project costs, and proposal acceptance. PROJECT UNDERSTANDING SEC understands that Civiltech has been solicited by the Village to submit a proposal for Phase II engineering services for improvements to the North York Road and Harger Road intersection,which includes the Harger Road intersection with the westbound entrance ramp to 1-88. Civiltech has solicited SEC to prepare a scope of environmental science services for the North York Road/Harger Road Project Phase II in accordance with requirements associated with the Oak Brook Village Code, DuPage County, Illinois Department of Transportation (IDOT), and the U.S. Army Corps of Engineers (USACE) Chicago District.To comply with and obtain permits, SEC's proposed Phase If scope of work is to coordinate and prepare the applicable wetland related documents for permit submittals to the Village and the USACE. On February 26, 2017, Civiltech provided SEC with the August 2, 2016, Proposed Intersection Concept Plan, which identifies the limits of the Project Corridor for the North York Road/Harger Road Project Phase 11.This Project Corridor consists of all areas within the North York Road and Harger Road right-of- way(ROW) as shown on the plan, plus an additional 100 feet per Village and DuPage County requirements. ON419 Taylor Drive,Geneva,IL 60134 1 331-588-1805 1 main @stuedenv.com www.stuedemannec.com Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase II Oak Brook, DuPage County, IL SEC proposes to conduct the biological,wetland,and special waste surveys and investigations presented in this scope of work in accordance with the following: • October 11, 2016, edition of the Oak Brook Village Code Title 9-Stormwater, Floodplain,and Sedimentation and Erosion Control Regulations (Village Code); • April 23, 2013,edition of the DuPage County Countywide Stormwater and Flood Plain Ordinance (Ordinance); • Biological,wetland,and special waste clearance requirements from the Illinois Department of Transportation (IDOT); • April 1, 2012, U.S. Army Corps of Engineers (USACE) Chicago District Regional Permit Program (RPP);and • Illinois Environmental Protection Agency(IEPA) regulations for CCDD disposal, 35 Illinois Administrative Code 1100 (35 III.Adm. Code 1100). In preparing this proposal,SEC has made the following assumptions: 1. All relevant coordination, documents, and correspondence from the North York Road/Harger Road Intersection Improvement Project Phase I (North York Road/Harger Road Project Phase 1) will be available for use by SEC in the North York Road/Harger Road Project Phase 11; 2. Oak Brook is a Complete Waiver Community and all wetland related permitting coordination will occur directly with the Village and the USACE; 3. DuPage County Critical Wetlands, high-quality aquatic resources(HOAR),and federal or state listed endangered and threatened species habitats, are not located within, adjoining,or adjacent to the Project Corridor; 4. Fees associated with wetland mitigation banking or fee-in-lieu are not included in this proposal and are the responsibility of the Village and Civiltech; 5. Wetland mitigation design is not included in this proposal; 6. Preliminary Site Investigation (PSI)services are not included in this proposal; and 7. There are no additional environmental concerns within the Project Corridor that are not referenced in this proposal that would impede the Village, IDOT,and USACE coordination and permitting process,such as the presence of state and federal endangered and threatened species, protected historical and cultural sites, and environmental due diligence. LIMITS AND RELIABILITY SEC understands that the North York Road/Harger Road Project Phase II is anticipated to generate Clean Construction or Demolition Debris(CCDD) materials,and therefore must comply with Illinois Environmental Protection Agency(IEPA) regulations for CCDD disposal, 35 Illinois Administrative Code 1100 (35 III.Adm. Code 1100).The IEPA defines CCDDs as: "CCDD is uncontaminated broken concrete without protruding metal bars, bricks, rock, stone, or reclaimed asphalt pavement generated from construction or demolition activities. When uncontaminated soil is mixed with any of these materials, the uncontaminated soil is also considered CCDD." March 2, 2017 f ( Page 2 of 4 Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase II Oak Brook, DuPage County, IL SEC proposes to provide CCDD services prior to disposal of appropriate clean materials during excavation. CCDD services are limited by:the information available at the time that services are rendered; review of readily available and relevant data/reports; and statements made and information provided by the client,agents, land-owners,contractors, and tenants within the Project Corridor and adjacent properties. SCOPE OF WORK SEC proposes to complete the requested services in two tasks as follows: Task 1: USACE and Oak Brook Permit Coordination SEC proposes to prepare documents necessary to comply with the Village Code,the Ordinance,the USACE Joint Application, and the USACE Chicago District RPP. SEC proposes to utilize all coordination, documents,and correspondence from the North York Road/Harger Road Project Phase I Project for the Village and USACE permit submittals. Documents necessary for the Phase II Wetland and Buffer Impact submittals include: a Wetland Buffer Memorandum; a Wildlife Habitat Assessment Memorandum;a wetland and buffer submittal narrative; and the wetland and buffer checklists and tabs.These documents will be prepared and presented to Civiltech for inclusion in their permit submittals to the Village. SEC will also utilize these documents to coordinate, prepare, and submit the Joint Application to the USACE. SEC will coordinate with Civiltech to obtain appropriate engineering related documents for inclusion in the Joint Application permit submittal to the USACE. SEC proposes to schedule and attend on-site pre-application meetings as needed with the Village,the USACE, and Civiltech,to review the Wetland Delineation Report and other associated documents prepared by SEC. All permit submittals will be prepared and submitted by SEC's Professional Wetland Scientist.SEC will assist Civiltech through the wetland provisions portions of the Village and USACE permit submittals until all wetland related permits are received. Task 2: Clean Construction or Demolition Debris(CCDD)Services SEC proposes to provide CCDD coordination services for the off-site disposal of uncontaminated soils generated by the construction of the North York Road/Harger Road Project Phase II. In accordance with current IEPA CCDD regulations,SEC will: prepare a Materials Disposal Plan; identify pre-approved CCDD facilities;and complete the appropriate pre-construction permit application forms for material disposal. Testing,disposal,and permitting fees are estimated in this proposal and any overages are the responsibility of the Village and Civiltech. SEC will coordinate with Civiltech until all appropriate CCDD documentation is prepared for contractor bidding. PROJECT TEAM SEC proposes to manage this project out of our Geneva, Illinois office with a support network of scientists and engineers who have experience in conducting environmental science services in DuPage County. Mr. Barry Stuedemann, P.E., P.W.S.will serve as the Professional Wetland Scientist and Environmental Engineer. PROJECT SCHEDULE SEC will proceed with the scope of work presented in this proposal immediately upon authorization from Civiltech.Specific schedules are unknown at this time and will be coordinated with Civiltech March 2, 2017 SEC Page 3 of 4 Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase II Oak Brook, DuPage County, IL throughout the duration of the North York Road/Harger Road Project Phase II.The schedule to complete each task is influenced by the responses, concerns, and requests of Civiltech and the pertaining agencies. PROJECT COSTS SEC estimates the cost to complete the task outlined in this proposal to be a maximum "not-to-exceed" fee of$12,944.An itemization of these costs is presented in Table 1, Cost Estimate for Consulting Services. The following is a summary of these costs: SCOPE OF WORK COSTS Task 1: USACE and Oak Brook Permit Coordination $7,079 Task 2: Clean Construction or Demolition Debris(CCDD)Services $5,865 Total: $12,944 PROPOSAL ACCEPTANCE To indicate your acceptance of this proposal, please notify me by mail or e-mail. SEC will assume the mail or e-mail correspondence as your signature and date for our authorization to proceed with the tasks presented in this proposal. SEC appreciates this opportunity to provide environmental science services to Civiltech. If you have any questions, please do not hesitate to contact me at your convenience. Sincerely, Baron H. Stuedemann, P.E., P.W.S. Technical Director I Managing Member Stuedemann Environmental Consulting, LLC Mobile: 630-664-4550 E-Mail: bstuedemann @stuedenv.com March 2, 2017 " Page 4 of 4 TABLE 1 Cost Estimate for Consulting Services ENVIRONMENTAL SCIENCE SERVICES NORTH YORK ROAD/HARGER ROAD INTERSECTION IMPROVEMENT PROJECT PHASE II OAK BROOK,DUPAGE COUNTY,IL Prepared for Civiltech Engineering,Inc. Prepared by Stuedemann Environmental Consulting,LLC March 2,2017 NORTH YORK ROAD/HARGER ROAD PROJECT PHASE II Project Project Total Direct Overhead In-House Fixed Other Not-to- ENVIRONMENTAL SCIENCE SERVICES Manager Coordinator Hours Labor of 150% Direct Fee Direct Exceed TASK DESCRIPTION Costs Costs Costs $64.00 $24.00 (DL) OH(DL) (IHDC) (FF) Task 1: USACE and Oak Brook Permit Coordination 36 4 40 $2,400 $3,600 $182 $896 $0 $7,079 Task 2: Clean Construction or Demolition Debris(CCDD)Services 20 4 24 $1,376 $2,064 $1,682 $743 $0 $5,865 TOTAL: 56 8 64 $3,776 $5,664 $1,865 $1,639 $0 $12,944 DL(Direct Labor)= Hours x Hourly Rate R(Complexity Factor)= 0 OH(Overhead Rate)= 150% IHDC(In-House Direct Costs)= See Table Below for Itemization FF(Fixed Fee)= 14.5%[DL+R(DL)+OH(DL)+IHDC) Other Direct Costs= Testing,Drilling,and Hauling are not included in these costs. NORTH YORK ROAD/HARGER ROAD PROJECT PHASE II Mileage Delivery Copies Analytic Testing In-House ENVIRONMENTAL SCIENCE SERVICES ($0.535/mile) ($25/package) ($0.60/page) ($1,500/each) Direct TASK DESCRIPTION Costs Miles $ Packages $ Pages $ Each $ (IHDC) Task 1: LISACE and Oak Brook Permit Coordination 70 $37 1 $25 200 $120 0 $0 $182 Task 2: Clean Construction or Demolition Debris(CCDD)Services 70 $37 1 $25 200 $120 1 $1,500 $1,682 TOTAL: 140 $75 2 $50 400 $240 1 $1,500 $1,865 Mileage(miles)= 70 miles Round Trip to/from Site Delivery(packages)= UPS,Fed Ex,or USPS Copies(pages)= Average Cost for Black and White,Color,8"x 11.5",and 11"x 17" Analytic Testing(each)= Environmental Monitoring and Technologies,Inc.(EMT)or Similar March 2,2017 Table 1 North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Phase III North York Road/Harger Road Intersection Improvement CIVUTECH Village of Oak Brook I April 28,2017 Jorgensen and Associates, Inc. JORGENSEN & ASSOCIATES, INC. LAND SURVEYORS Est 1990 April 10,2017 Mr. Reid T. Magner, P.E. Civiltech Engineering, Inc. Two Pierce Place Suite 1400 Itasca, Illinois 60143 Re: Village of Oak Brook- York Road/Harger Road Phase II Survey Proposal Dear Mr. Magner: Enclosed, please find our revised proposal to prepare a topographic survey and a statutory plat of highways with legal descriptions for the referenced project. Our proposal is based on the items contained in your email of April 6th and our telephone conversation. I would like to thank you for considering Jorgensen & Associates for this project. We look forward to continuing our working relationship with your firm. Should you have any questions, comments or require any further information concerning our proposal, please feel free to call me at(847)356-3371. Respectfully submitted, Jorgensen &Associates, Inc. Christian H. Jo nse , L.S. President CHJ/pt Enclosures E:\Civiltech\Oak Brook\York Rd-Harger Rd\Phase 1hRevised Cover Letter 120 PARK AVENUE, P.O. BOX 306 • LAKE VILLA, ILLINOIS 60046-9093• (847)356-3371 • FAX (647) 356-3488 Route: York Road/Harger Road Phase II Section: County: DuPage Job No.: Exhibit "A" Payroll Burden& Fringe Costs % of Direct Productive Pa ry_oll Federal Insurance Contributions Act 11.37% State Unemployment Compensation 0.97% Federal Unemployment Compensation 0.11% Workmen's Compensation Insurance 0.96% Paid Holidays, Vacation, Sick Leave,Personal Leave 10.79% Bonus 7.01% Pension 0.93% Group Insurance 35.63% Total Payroll Burden&Fringe Costs 67.77% EACiviltech\Oak Brook\York Rd-Harger Rd\Phase II\EXA Route: York Road/Harger Road Phase II Section: County: DuPage Job No.: Exhibit "B" Overhead and Indirect Costs % of Direct Productive Payroll Business Insurance 4.48% Depreciation 12.02% Indirect wages and salaries 38.85% Reproductive and printing costs 0.18% Office Supplies 3.57% Computer Costs 1.98% Professional Fees 2.54% Telephone 1.85% Fees, license& dues 0.98% Repairs and maintenance 0.96% Business space rent 4.92% Facilities - capital 0.66% Travel - Meals 0.08% Survey Supplies 2.80% Automobile/travel expense 1.45% Miscellaneous Expense 0.31% State Income Tax 1.05% Postage 0.20% Educational &Professional Registrations 0.05% Total Overhead 78.93% EACiviltech\Oak Brook\York Rd-Harger Rd\Phase II\EXB PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Jorgensen R Associates,Inc. DATE 04/10/17 PRIME/SUPPLEMENT ',nmr PTB NO. CONTRACT TERM 12 MONTHS OVERHEAD RATE 146.70% START DATE 5/1/2017 COMPLEXITY FACTOR RAISE DATE 11/112017 %OF RAISE 3.00% ESCALATION PER YEAR 5/1/2017 - 11/1/2017 l 1 1112/2017 - 5/1/2018 6 6 12 12 50.00% 51.50% = 1.0150 The total escalation for this project would be: 1.50% Printed 4/10/2017 Bureau of Design and Environment(Rev.05/08/15) PAYROLL RATES FIRM NAME Jorgensen &Associates DATE 04/10/17 PRIME/SUPPLEMENT Prime PSB NO. ESCALATION FACTOR 1.50% CLASSIFICATION CURRENT RATE CALCULATED RATE Principal/Officer $46.00 $46.69 Supervisor, P.L.S. $42.00 $42.63 Survey Party Chief, S.I.T. $26.75 $27.15 Instrument Operator $20.75 $21.06 Cadd Supervisor $30.75 $31.21 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Bureau of Design and Enviro Printed 4/10/2017 PREPARED BY THE CONSULTANT Environment(Rev. 05/08115) COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES FIRM Jorgensen&Associates,Inc. DATE 04/10/17 PSB OVERHEAD RATE 1.467 PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR 0 DBE OVERHEAD IN-HOUSE Outside SERVICES OF DROP ITEM MANHOURS PAYROLL & DIRECT FIXED Direct BY DBE TOTAL GRAND BOX FRINGE BENF COSTS FEE Costs OTHERS TOTAL TOTAL (A) (B) (C) (D) (E) (F) (G) (H) (B-G) 1 Field-Topography Survey 38 902.50 1,323.97 159.00 345.89 2,731.36 54.45% 2 Office-Compile Field Data 6 207.00 303.67 74.05 584.72 11.66% 3 Office-Create Topography Base SheeTl 121 391.50 574.33 140.05 1,105.88 22.04% 4 Office-Create T.I.N.&Contours 3 103.50 151.83 37.02 292.36 5.83% (5)Coordination Meetings 2 92.00 134.96 37.10 38.29 302.35 6.03% Subconsultant DL 0.00 0.001 0.00% TOTALS 61 1,696.50 2,488.77 196.101 635.301 0.00 0.00 0.00 5,016.661 100.00% DBE 0.00% Printed 4/10/2017 PREPARED BY THE CONSULTANT Bureau of Design and Environment(Rev.05/08/15) AVERAGE HOURLY PROJECT RATES FIRM Jorgensen&Associates,Inc. PSB PRIME/SUPPLEMENT Prime DATE 04/10117 SHEET 1 OF 1 PAYROLL AVG TOTAL PROJECT RATES (1)Field•To ography Survey (2)Office-Compile Field Data 3 Office-Create To ogre h Base Sheets 4 Office-Create T.I.N.S Contours 5)Coordination Meetings HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Principal/Officer 46.00 2 3.28% 1.51 z 100.rt. Avg Supervisor,P.L.S. 42.00 5 8.20% 3.44 2 33.33% 14.00 2 16.67% 7.00 1 33.33% 14.00 Survey Party Chief,S.I.T. 26.75 19 31.15% 8.33 19 50.00% 13.38 Instrument Operator 20.75 19 31.15% 6.46 19 50.00% 10.38 Cadd Supervisor 30.75 16 26.23% 8.07 4 66.67% 20.50 1 10 83.33% 25.63 2 1 66.67% 20.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS 61 100% $27.81 38 100.00% $23.75 6 100% 1 $34.50 1 12 100% 1 $32.63 3 100% 1 $34.50 2 100% $46.00 Bureau of Design and PREPARED BY THE CONSULTANT Printed 4/10/2017 Environment(Rev.05/08/15) Route: York Road/Harger Road Phase II Section: County: DuPage Job No.: Manhour Breakdown Topographic Survey Estimate York Road + 850' _+ 0.161 mile Total Length + 850' _+0.161 mile 1. Field—Topographic Survey a. Establish horizontal&vertical controls points 3 hours x 2 men= 6 MH b. Locate existing topography 16 hours x 2 men= 32 MH Sub-total Item#1 38 MH 2. Office - Compile Field Data a. Compute traverse & level circuit 2 hours x I man= 2 MH b. Edit&compile topographic survey 4 hours x 1 man= 4 MH Sub-total Item#2 6 MH 3. Office - Create Existing Topography Base Sheets a. Layout and drafting 10 hours x 1 man= 10 MH b. Check topographic survey 2 hours x 1 man= 2 MH Sub-total Item#3 12 MH (1) 4. Office -Create T.I.N. &Contours a. Compute contours 2 hours x 1 man= 2 MH b. Check contours 1 hour x 1 man= 1 MH Sub-total Item#4 3 MH 5. Coordination Meetings 1 meeting @ 2 hours= 2 MH Total All Items 61 MH (2) EACiviltech\Oak Brook\York Rd-Harger Rd\Phase IIXLOP Route: York Road/Harger Road Phase II Section: County: DuPage Job No.: Breakdown of In House Direct Costs Item 1. Field -Topographic Survey a. Trips to project site- 3 ea. + 100 miles/trip x 3 trips=+ 300 miles +300 miles @ $0.53/mile= $ 159.00 5. Coordination Meetings a. Meetings at Civiltech's office- 1 ea. + 70 miles/trip x 1 trip=+ 70 miles +70 miles @ $0.53/mile= $ 37.10 Total All Items $ 196.10 EACiviltech\Oak Brook\York Rd-Harger Rd\Phase II\IHC DF-824-039 REV 12/04 PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Jorgensen&Associates,Inc. DATE 04/10/17 PRIME/SUPPLEMENT Prime PT13 NO. CONTRACT TERM 12 MONTHS OVERHEAD RATE 146.70% START DATE 5/1/2017 COMPLEXITY FACTOR RAISE DATE 11/1/2017 %OF RAISE 3.00% ESCALATION PER YEAR 5/1/2017 - 11/1/2017 1 11/212017 - 5/1/2018 6 6 12 12 50.00% 51.50% 1.0150 The total escalation for this project would be: 1.50°i Bureau of Design and Environment Printed 4/10/2017 5:14 PM DF-824-039 REV 12/04 PAYROLL RATES FIRM NAME Jorgensen &Associates, Inc. DATE 04/10/17 PRIME/SUPPLEMENT Prime PSB NO. ESCALATION FACTOR 1.50% CLASSIFICATION CURRENT RATE CALCULATED RATE Principal/Officer $46.00 $46.69 Supervisor, P.L.S. $42.00 $42.63 Survey Party Chief, S.I.T. $26.75 $27.15 Instrument Operator $20.75 $21.06 Cadd Supervisor $30.75 $31.21 Administrative Assistant $20.75 $21.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 PREPARED BY THE AGREEMENTS UNITPrinted 4/10/2017 5:14 PM COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES DF-824-039 REV 12/04 FIRM Jorgensen&Associates,Inc. DATE 04110/17 PSB OVERHEAD RATE 1.467 PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR 0 DBE OVERHEAD IN-HOUSE Outside SERVICES %OF DROP ITEM MANHOURS PAYROLL & DIRECT FIXED Direct BY DBE TOTAL GRAND BOX FRINGE BENF COSTS FEE Costs OTHERS TOTAL TOTAL (A) (B) (C) (D) (E) (F) (G) (H) (B-G) 1 Pre-Survey 5 143.75 210.88 103.00 66.36 973.99 5.83% (2)Survey Reconnaissance 8 190.00 278.73 67.97 536.70 3.22% 3 Project Survey Plan 11 30.75 45.11 11.00 86.86 0.52% 4 First Submittal Plat of Hwys.&Description 33 1,059.75 1,554.65 25.00 382.71 3,022.12 18.10% 5 Survey Field 84 1,995.00 2,926.67 318.00 759.75 5,999.42 35.94% 6 Survey Office 27 1,100.25 1,614.07 393.58 3,107.89 18.62% 7 Final Submittal Plat of Hwys&Description 7 196.50 288.27 31.80 74.90 591.47 3.54% 8 Coordination Meetings 2 92.00 134.96 37.10 38.29 302.35 1.81% 9 QC/QA 18 733.50 1,076.04 262.381 2,071.931 12.41% Subconsultant DL 0.001 0.00 0.00% TOTALS 1 1851 5,541.50 8,129.38 514.901 2,056.941 0.00 450.00 0.001 16,692.721 100.00% DBE 0.00% DBE PREPARED BY THE AGREEMENTS UNIT Printed 4/10/2017 5:14 PM DF-824-039 REV 12/04 AVERAGE HOURLY PROJECT RATES FIRMA Jorgensen&Associates,Inc. PSB DATE 04110117 PRIME/SUPPLEMENT Prime SHEET 1 OF 2 PAYROLL AVG TOTAL PROJECT RATES (1)Pre-Survey (2)Survey Reconnaissance (3)Project Survey Plan (4)First Submittal Plat of Hwys.&Descriptions (5)Survey(Field) HOURLY Hours % Wgtd Hours I % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg ParL Avg Part. Avg Part. Avg Part. Avg Part. Avg Principal/Officer 46.00 2 1.08% 0.50 Supervisor,P.L.S. 42.00 45 24.32% 10.22 12.12% 5.09 Survey Party Chief,S.I.T. 26.75 46 24.86% 6.65 50.00% 13.38 50.00% 13.38 Instrument Operator 20.75 46 24.86% 5.16 1 1 1 50.00% 10.38 42 50.00% 10.38 Cadd Supervisor 30.75 42 22.70% 6.98 80.00% 24.60 1100.00% 30.75 87.88% 27.02 Administrative Assistant 20.75 4 2.16% 0.45 20.00% 4.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS 185 100% $29.95 5 100.00% $28.75 8 100% $23.75 1 100% $30.75 33 100% $32.11 84 100% $23.75 PREPARED BY THE AGREEMENTS UNIT Printed 4/10/2017 5:14 PM DF-824-039 REV 12/04 AVERAGE HOURLY PROJECT RATES FIRM Jorgensen&Associates,Inc. PSB DATE 04110/17 PRIME/SUPPLEMENT Prime SHEET 2 OF 2 PAYROLL AVG (6)Survey(Office) (7)Final Submittal Plat of Hwys&Descriptions (8)Coordination Meetings (9)OC/QA HOURLY Hours % Wgtd Hours % Wgtd Hours % R466. Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Part. Avg Part. Avg Part. Avg Principal/Officer 46.00 100.00% Supervisor, P.L.S. 42.00 88.89% 37.33 14.29% 6.00 88.89% 37.33 Survey Party Chief, 26.75 Instrument O erator 20.75 Cadd Supervisor 30.75 11.11% 3.42 42.86% 13.18 11.11% 3.42 Administrative Assis 20.75 42.86% 8.89 TOTALS 1 27 1 100% $40.75 7 100% $28.07 2 100% IS46.001 18 100% $40.75 0 1 0% 1 $0.00 1 0 0% 1 $0.00 PREPARED BY THE AGREEMENTS UNIT Printed 4/10/2017 5:14 PM Route: York Road/Harger Road Section: County: DuPage Job No.: Manhour Breakdown Land Acquisition Estimate York Road + 1,000' _+0.189 mile Harger Road + 1,400'= +0.265 mile Total Length + 2,400'= +0.454 mile 1 Parcel: 1 Permanent Easement & Temporary Easement—A &B. 1. Pre-Survey Phase Research available records a. Title Co. ) 4 MH b. Recorder's Office ) C. I.D.O.T. ) d. Utilities ) e. Private Surveyors ) f. Land Owners ) 1 MH Sub-total Item# 1 5 MH 2. Reconnaissance Survey 4 hours x 2 men= 8 MH (1) 3. Project Survey Plan +2,640'/sheet - 1 sheet a. Alignment info ) b. Existing R.O.W. info ) C. Land line data ) d. Subdivision data ) 1 hr./sheet x 1 = 1 MH Sub-total Item#3 1 MH 4. First Submittal Plat of Highways & Descriptions a. Ownership info ) b. Total holding boundaries ) C. Total holding area listing ) 1 MH d. Private survey info ) e. Deed calculated closures ) f. Layout and drafting +2 sheets 20 hours x 1 man= 20 MH Cover/Index sheet 2 hours/sheet x 1 = 2 MH Total Holding sheets 4 hours/sheet x 1 = 4 MH Alignment &Tie sheets 3 hours/sheet x 1 = 3 MH g. Legal descriptions 3 descriptions 3 MH Sub-total Item#4 33 MH (2) 5. Survey(Field) a. Monument&Reference center line alignments Harger Road - 1,400'- 7 hrs. x 2 men= 14 MH York Road - 1,000' - 4 hrs. x 2 men= 8 MH b. Measure existing R.O.W., section&property lines 24 hours x 2 men= 48 MH C. Appraisal topography 3 hours x 2 men= 6 MH d. Monument&reference proposed right of way 4 hours x 2 men= 8 MH Sub-total Item#5 84 MH 6. Survey(Office) a. Compute traverse 2 hours x 1 man= 2 MH b. Compute existing R.O.W., section&property lines 22 hours x 1 man= 22 MH C. Compile appraisal topography 1 hour x 1 man= 1 MH d. Compute center line alignment 1 hour x 1 man= 1 MH e. Compute proposed easements 1 hour x 1 man= 1 MH Sub-total Item#6 27 MH (3) 7. Final Submittal Plat of Highways &Descriptions a. Final drafting±5 sheets 3 hours x 1 man= 3 MH b. Final descriptions 3 descriptions 1 MH C. Assembly of final papers 3 MH Sub-total Item#7 7 MH 8. Coordination Meetings 1 meeting @ 2 hours= 2 MH 9. QC/QA a. Check preliminary plats 5 sheets 13 MH b. Check preliminary legal descriptions 3 legal descriptions 1 MH C. Check final plats 5 sheets 3 MH d. Check final legal descriptions 3 legal descriptions 1 MH Total All Items 185 MH (4) E:\Civi1tech\Oak Brook\York Rd-Harger Rd\Phase IN.ALOP Route: York Road\Harger Road Section: County: DuPage Job No.: Breakdown of In House Direct Costs Item 1. Pre-Survey Phase a. Trips to Recorder's Office- 1 ea. + 100 miles/trip x 1 trip=+ 100 miles + 100 miles @ $0.53/mile= $ 53.00 b. Records from Recorder's Office $ 50.00 Sub-total Item#1 $ 103.00 4. First Submittal Plat of Highways & Descriptions a. Plat of Highways Mylars 5 sheets @ $5.00/sheet= $ 25.00 5. Survey(Field) a. Trips to project site -6 ea. + 100 miles/trip x 6 trips=+ 600 miles +600 miles @ $0.53/mile= $ 318.00 7. Final Submittal Plat of Highways &Descriptions a. Deliver Final Papers to District One Office +60 miles/trip x 1 trip =+60 miles + 60 miles @ $0.53/mile= $ 31.80 8. Coordination Meetings a. Meetings at Civiltech's office— 1 ea. +70 miles/trip x 1 trip=+ 70 miles +70 miles @ $0.53/mile= $ 37.10 Total All Items $ 514.90 E:\Civiltech\Oak Brook\York Rd-Harger Rd\Phase ILLAINH Route: York Road\Harger Road Section: County: DuPage Job No.: Breakdown of Services by Others Item 1. Pre-Survey Phase a. Commitments for Title Insurance 1 Commitment @ $450.00 each= $ 450.00 EXiviltech\Oak Brook\York Rd-Harger RdThase IALASBO North York Road/Harger Road Intersection Improvement CIVILTECH Village of Oak Brook I April 28,2017 Stuedemann Environmental Consulting, LLC $TUEDEMANN ENVIRONMENTAL CONSULTING March 2, 2017 Mr.James R. Woods, P.E. Project Manager Civiltech Engineering, Inc. Two Pierce Place, Suite 1400 Itasca, IL 60143 SUBJECT: Proposal to Provide Environmental Science Services North York Road/Harger Road Intersection Improvement Project Phase II Oak Brook, DuPage County, Illinois Dear Mr. Woods: Stuedemann Environmental Consulting, LLC(SEC) is pleased to present Civiltech Engineering, Inc. (Civiltech) with this proposal to provide environmental science services for the Village of Oak Brook's (Village) North York Road/Harger Road Intersection Improvement Phase II Project(North York Road/Harger Road Project Phase II), located in Oak Brook, DuPage County, Illinois. Services presented herein coincide with the North York Road/Harger Road Project Phase II engineering services provided by Civiltech to the Village and includes wetland science related permitting services and Clean Construction or Demolition Debris (CCDD) coordination. SEC presents this proposal in the following sections: project understanding, limits and reliability,scope of work, project team, project schedule, project costs, and proposal acceptance. PROJECT UNDERSTANDING SEC understands that Civiltech has been solicited by the Village to submit a proposal for Phase II engineering services for improvements to the North York Road and Harger Road intersection,which includes the Harger Road intersection with the westbound entrance ramp to 1-88. Civiltech has solicited SEC to prepare a scope of environmental science services for the North York Road/Harger Road Project Phase II in accordance with requirements associated with the Oak Brook Village Code, DuPage County, Illinois Department of Transportation (IDOT), and the U.S. Army Corps of Engineers (USACE) Chicago District.To comply with and obtain permits, SEC's proposed Phase II scope of work is to coordinate and prepare the applicable wetland related documents for permit submittals to the Village and the USACE. On February 26, 2017, Civiltech provided SEC with the August 2, 2016, Proposed Intersection Concept Plan,which identifies the limits of the Project Corridor for the North York Road/Harger Road Project Phase II. This Project Corridor consists of all areas within the North York Road and Harger Road right-of- way(ROW) as shown on the plan, plus an additional 100 feet per Village and DuPage County requirements. ON419 Taylor Drive,Geneva,IL 60134 1 331-588-1805 1 main @stuedenv.com www.stuedemannec.com Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase II Oak Brook, DuPage County, IL SEC proposes to conduct the biological,wetland, and special waste surveys and investigations presented in this scope of work in accordance with the following: • October 11, 2016, edition of the Oak Brook Village Code Title 9-Stormwater, Floodplain, and Sedimentation and Erosion Control Regulations (Village Code); • April 23, 2013, edition of the DuPage County Countywide Stormwater and Flood Plain Ordinance (Ordinance); • Biological,wetland,and special waste clearance requirements from the Illinois Department of Transportation(IDOT); • April 1,2012, U.S. Army Corps of Engineers (USACE)Chicago District Regional Permit Program (RPP);and • Illinois Environmental Protection Agency(IEPA) regulations for CCDD disposal, 35 Illinois Administrative Code 1100 (35 III. Adm. Code 1100). In preparing this proposal,SEC has made the following assumptions: 1. All relevant coordination, documents,and correspondence from the North York Road/Harger Road Intersection Improvement Project Phase I (North York Road/Harger Road Project Phase 1) will be available for use by SEC in the North York Road/Harger Road Project Phase 11; 2. Oak Brook is a Complete Waiver Community and all wetland related permitting coordination will occur directly with the Village and the USACE; 3. DuPage County Critical Wetlands, high-quality aquatic resources (HQAR), and federal or state listed endangered and threatened species habitats,are not located within,adjoining,or adjacent to the Project Corridor; 4. Fees associated with wetland mitigation banking or fee-in-lieu are not included in this proposal and are the responsibility of the Village and Civiltech; 5. Wetland mitigation design is not included in this proposal; 6. Preliminary Site Investigation (PSI)services are not included in this proposal; and 7. There are no additional environmental concerns within the Project Corridor that are not referenced in this proposal that would impede the Village, IDOT, and USACE coordination and permitting process,such as the presence of state and federal endangered and threatened species, protected historical and cultural sites, and environmental due diligence. LIMITS AND RELIABILITY SEC understands that the North York Road/Harger Road Project Phase II is anticipated to generate Clean Construction or Demolition Debris(CCDD) materials,and therefore must comply with Illinois Environmental Protection Agency (IEPA) regulations for CCDD disposal, 35 Illinois Administrative Code 1100 (35 III. Adm. Code 1100).The IEPA defines CCDDs as: "CCDD is uncontaminated broken concrete without protruding metal bars, bricks, rock, stone, or reclaimed asphalt pavement generated from construction or demolition activities. When uncontaminated soil is mixed with any of these materials, the uncontaminated soil is also considered CCDD." March 2, 2017 SEC Page 2 of 4 Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase II Oak Brook, DuPage County, IL SEC proposes to provide CCDD services prior to disposal of appropriate clean materials during excavation. CCDD services are limited by:the information available at the time that services are rendered; review of readily available and relevant data/reports; and statements made and information provided by the client,agents, land-owners,contractors, and tenants within the Project Corridor and adjacent properties. SCOPE OF WORK SEC proposes to complete the requested services in two tasks as follows: Task 1: USACE and Oak Brook Permit Coordination SEC proposes to prepare documents necessary to comply with the Village Code,the Ordinance, the USACE Joint Application, and the USACE Chicago District RPP. SEC proposes to utilize all coordination, documents, and correspondence from the North York Road/Harger Road Project Phase I Project for the Village and USACE permit submittals. Documents necessary for the Phase II Wetland and Buffer Impact submittals include: a Wetland Buffer Memorandum; a Wildlife Habitat Assessment Memorandum;a wetland and buffer submittal narrative;and the wetland and buffer checklists and tabs.These documents will be prepared and presented to Civiltech for inclusion in their permit submittals to the Village. SEC will also utilize these documents to coordinate, prepare, and submit the Joint Application to the USACE. SEC will coordinate with Civiltech to obtain appropriate engineering related documents for inclusion in the Joint Application permit submittal to the USACE. SEC proposes to schedule and attend on-site pre-application meetings as needed with the Village,the USACE, and Civiltech,to review the Wetland Delineation Report and other associated documents prepared by SEC. All permit submittals will be prepared and submitted by SEC's Professional Wetland Scientist. SEC will assist Civiltech through the wetland provisions portions of the Village and USACE permit submittals until all wetland related permits are received. Task 2: Clean Construction or Demolition Debris(CCDD)Services SEC proposes to provide CCDD coordination services for the off-site disposal of uncontaminated soils generated by the construction of the North York Road/Harger Road Project Phase II. In accordance with current IEPA CCDD regulations,SEC will: prepare a Materials Disposal Plan;identify pre-approved CCDD facilities;and complete the appropriate pre-construction permit application forms for material disposal. Testing,disposal, and permitting fees are estimated in this proposal and any overages are the responsibility of the Village and Civiltech.SEC will coordinate with Civiltech until all appropriate CCDD documentation is prepared for contractor bidding. PROJECT TEAM SEC proposes to manage this project out of our Geneva, Illinois office with a support network of scientists and engineers who have experience in conducting environmental science services in DuPage County. Mr. Barry Stuedemann, P.E., P.W.S. will serve as the Professional Wetland Scientist and Environmental Engineer. PROJECT SCHEDULE SEC will proceed with the scope of work presented in this proposal immediately upon authorization from Civiltech.Specific schedules are unknown at this time and will be coordinated with Civiltech March 2, 2017 SEC Page 3 of 4 Mr.James R.Woods, P.E. North York Road/Harger Road Project Phase II Oak Brook, DuPage County, IL throughout the duration of the North York Road/Harger Road Project Phase II.The schedule to complete each task is influenced by the responses, concerns, and requests of Civiltech and the pertaining agencies. PROJECT COSTS SEC estimates the cost to complete the task outlined in this proposal to be a maximum "not-to-exceed" fee of$12,944.An itemization of these costs is presented in Table 1, Cost Estimate for Consulting Services. The following is a summary of these costs: SCOPE OF WORK COSTS Task 1: USACE and Oak Brook Permit Coordination $7,079 Task 2: Clean Construction or Demolition Debris (CCDD)Services $5,865 Total: $12,944 PROPOSAL ACCEPTANCE To indicate your acceptance of this proposal, please notify me by mail or e-mail. SEC will assume the mail or e-mail correspondence as your signature and date for our authorization to proceed with the tasks presented in this proposal. SEC appreciates this opportunity to provide environmental science services to Civiltech. If you have any questions, please do not hesitate to contact me at your convenience. Sincerely, Baron H.Stuedemann, P.E., P.W.S. Technical Director I Managing Member Stuedemann Environmental Consulting, LLC Mobile: 630-664-4550 E-Mail: bstuedemann @stuedenv.com March 2, 2017 SEC Page 4 of 4 TABLE 1 Cost Estimate for Consulting Services ENVIRONMENTAL SCIENCE SERVICES NORTH YORK ROAD/HARGER ROAD INTERSECTION IMPROVEMENT PROJECT PHASE II OAK BROOK,DUPAGE COUNTY,IL Prepared for Civiltech Engineering,Inc. Prepared by Stuedemann Environmental Consulting,LLC March 2,2017 NORTH YORK ROAD/HARGER ROAD PROJECT PHASE II Project Project Total Direct Overhead In-House Fixed Other Not-to- ENVIRONMENTAL SCIENCE SERVICES Manager Coordinator Hours Labor of 150% Direct Fee Direct Exceed TASK DESCRIPTION Costs Costs Costs $64.00 $24.00 (DL) OH(DL) (IHDC) (FF) Task 1: USACE and Oak Brook Permit Coordination 36 4 40 $2,400 $3,600 $182 $896 $0 $7,079 Task 2: Clean Construction or Demolition Debris(CCDD)Services 20 4 24 $1,376 $2,064 $1,682 $743 $0 $5,865 TOTAL: 56 8 64 $3,776 $5,664 $1,865 $1,639 $0 $12,944 DL(Direct Labor)= Hours x Hourly Rate R(Complexity Factor)= 0 OH(Overhead Rate)= 150% IHDC(In-House Direct Costs)= See Table Below for Itemization FF(Fixed Fee)= 14,5%[DL+R(DL)+OH(DL)+IHDC J Other Direct Costs= Testing,Drilling,and Hauling are not included in these costs. NORTH YORK ROAD/HARGER ROAD PROJECT PHASE II Mileage Delivery Copies Analytic Testing In-House ENVIRONMENTAL SCIENCE SERVICES ($0.535/mile) ($25/package) ($0.60/page) ($1,500/each) Direct TASK DESCRIPTION Costs Miles $ Packages $ Pages $ Each $ (IHDC) Task 1: USACE and Oak Brook Permit Coordination 70 $37 1 $25 200 $120 0 $0 $182 Task 2: Clean Construction or Demolition Debris(CCDD)Services 70 $37 1 $25 200 $120 1 $1,500 $1,682 TOTAL: 140 $75 2 $50 400 $240 1 $1,500 $1,865 Mileage(miles)= 70 miles Round Trip to/from Site Delivery(packages)= UPS,FedEx,or USPS Copies(pages)= Average Cost for Black and White,Color,8"x 11.5",and 11"x 17" Analytic Testing(each)= Environmental Monitoring and Technologies,Inc.(EMT)or Similar March 2,2017 Table 1 North York Road/Harger Road Intersection Improvement CIWLTECH Village of Oak Brook I April 28,2017 Attachement F I[DI, P1oq(aalific:ati( I I I (-)Iler Stale n 1F-;1-11 Cif Q. aalific :al ir?r Is Representative Project Experience Team Organizational Chart and Resumes Su bconsultal dt Anticipated Project Schedule Cost Estimate of Consultant Services ANTICIPATED PROJECT SCHEDULE North York Road/Harger Road Intersection Improvement Work Item 2017 2018 2019 Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Notice to Proceed June 1,2017 A PHASE l ENGINEERING Fk.oat ESa SubmnWlE aker Village Review 2f I Data Collection and Early Coordination Emlmmvr�iswe R actor 2 Field Survey&Preparation of Base CAD File cutumi ck,r,meg ma.Jrom eb/wewm cka.am<l2 ma.EmmynE 3 Crash Analyses - 4 Traffic Analyses 5 Geometric Studies lour lour 6 Subsurface Solis and Pavement Investigations 7 PESA 8 Wetlands Delineations&Impact Evaluations ® - 9 Location Drainage Study nor ioor 10 Seaton 4(f)Eval,and Doc.(if necessary) EPooc _ 11 Traffic Noise Analysis(H necessary) I r 12 Structural Studies(If necessary) BKtt lour 13 Draft Project Development Report Village Kkk-0R call a IpOT Publk Hearinga anerfkarana 14 Agency Coordination I vwlk Neetln smmn Afbr �� w.yRJbRrgvd 15 Public Involvement FxwMomNRkge 16 Final Project Development Report 17 Supervision,Admin.and Project Coord. ongoing throughout project PHASE 2 ENGINEERING IWTKIck-CV_. 1 Project Kick Off Meeting 2 Coordination with Phase 1 PDR 3 Data Collection and Review 4 Field Survey and Base Sheet Development 5 Geometric Studies I 6 Subsurface Soils and Pavement Investigation 7 Special Waste and CLOD Testing 8 Wetland Permitting and Coordination 9 Drainage Design and Permits w/Support Docs R.CMIIle49y taOrtA-Mp2M9 10 NDDES Permitting and Documentation 11 Confirm Project Right-of-Way Requirements vktorxl IDOT a auh TOOT 12 Maintenance of Traffic Concept 13 Preliminary Plans(65%) 14 Traffic Signal Installation Plan 15 Lighting Design 16 Structural Design 17 Pre-Final(90%)P,S,&E roor EJ�Atr.amank 18 Final(100%)P,S,&E pM2019 1[gTIRtWig 19 Protect Administration and Coordination w.2ms 20 Construction Assistance North York Road/Harger Road Intersection Improvement Village of Oak Brook I April 28,2017 Attachement G IC)(.-)! Pre(1(.aalilit.,ati( )i i L_elle't talon InN 0 Otialifir;ai10rIs Representative Project Experience Team Organizational Chart and Resumes SuhCol Isullani Anticipated Project Schedule Cost Estimate of Consultant Services North York Road/Harger Road Intersection Improvemem Village of Oak Brook,Illinois COST ESTIMATE OF CONSULTANT SERVICES Phase I Engineering Staff Classifications,Direct Labor Rate and Workhours Item Senior Project Chief Total %of Direct Labor No. Task Project Manager Engineer IV Engineer 11 Structural Technician Workhours Workhours Cost Manager Engineer $70.00 $53.00 $37.00 $29.00 $70.00 $32.00 1 Data Collection and Early Coordination 0 22 40 20 0 18 100 5% $3,802.00 2 Field Survey and Preparation of Base CAD File 0 4 8 6 0 6 24 1% $874.00 3 Crash Analyses 0 2 6 6 0 0 14 1% $502.00 4 Traffic Analyses 0 10 22 32 0 36 100 5% $3,424.00 5 Geometric Studies 0 48 126 146 0 60 380 18% $13,360.00 6 Subsurface Soils and Pavement Investigations 0 2 2 0 0 0 4 0% $180.00 7 Preliminary Environmental Site Assessment 0 2 2 0 0 0 4 0% $180.00 8 Wetland Delineations and Impact Evaluations 8,Tree Survi 0 2 2 0 0 0 4 0% $180.00 9 Location Drainage Study 14 38 244 244 0 0 540 25% $19,098.00 10 Section 4(f)Eval.and Doc.(if necessary) 4 12 16 16 0 0 48 2% $1,972.00 11 Traffic Noise Analysis(if necessary) 0 44 2 110 0 24 180 8% $6,364.00 12 Structural Studies(if necessary) 0 0 124 0 42 0 166 8% $7,528.00 13 Draft Project Development Report 2 12 36 46 0 34 130 6% $4,530.00 14 Agency Coordination 6 18 18 0 0 0 42 2% $2,040.00 15 Public Involvement 20 46 94 94 0 46 300 14% $11,514.00 16 Final Project Development Report 2 14 14 28 0 12 70 3% $2,596.00 17 Supervision,Administration and Project Coordination 6 24 14 6 0 0 50 2% $2,384.00 G-la North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois COST ESTIMATE OF CONSULTANT SERVICES Phase I Engineering Staff Classifications,Direct Labor Rate and Workhours Item Senior Project Chief Total %of Direct Labor Task Project Engineer IV Engineer II Structural Technician Workhours Workhours Cost g No. Manager Manager Engineer $70.00 $53.00 $37.00 $29.00 $70.00 $32.00 Total Workhours by Staff Classification: 54 300 770 754 42 236 2,156 Percentage of Total Workhours: 3% 14% 36% 35% 2% 11% 100% Direct Labor Cost by Staff Classification: $3,780.00 $15,900.00 $28,490.00 $21,866.00 $2,940.00 $7,552.00 Total Direct Labor Cost: $80,528.00 Times 2.49 Direct Labor Multiplier: $200,514.72 Total In-House Direct&Subconsultant Costs(see separate calculation): $74,586.17 2,156 100% $275,100.89 G-1a North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase I Engineering Staff Classifications&Workhours Item Task Project Senior Chief Total %of No. Project Manager Engineer IV Engineer 11 Structural Technician Workhours Workhours Manager Engineer 1 Data Collection and Early Coordination a. Kick-off meeting with Village staff. 4 4 8 8.0% b. Kick-off meeting with IDOT;(Already completed March 21,2017.) 0 c. Kick-off meeting with Tollway staff. 4 4 8 8.0% d. Obtain recent digital aerial photography from stock sources. 2 2 2.0% e. Collect land use,zoning,school district,etc.maps from the Village. 2 2 2.0% f. Obtain record plans and other available items from Village. 2 2 2.0% g. Obtain any traffic studies for potential developments in area. 2 2 2.0% ...__. _.-.____.-.-...._.. - _--------- h. Obtain utility atlases by initiating a J.U.LI.E.design stage request. 0 i. Two field visits and and photo log. 4 4 8 8:0% j. Prepare PPI form in accordance with IDOT requirements. _ 2 2 2.0% k. Prepare ESR in accordance with IDOT requirements. _ 2 6 8 8 24 24.0% I. Preapre-Initial Coordination Meeting Data Form. 2 2 2.0% m. Prepare STP/TCM Application for Pedestrian Underpass. 8 12 12 8 40 40.0% Item 1 Subtotal 0 22 40 20 0 18 100 100.0% 2 Field Survey and Preparation of Base CAD File Field Survey by Sub-Consultant:Jorgensen&Associates,Inc. — ___ _—0 a. Prepare base cad file using topographic survey. 2 6 6 6 20 b. Civiltech coordination with sub-consultant. 2 2 4 16.7% Item 2 Subtotal 0 4 8 6 0 6 24 100.0% 3 Crash Analyses _ a. Collect 5 years of crash data. 2 2 14.3% b. Tabulate data and prepare collision diagrams. 2 4 6 42.9% c. Evaluate safety improvement needs,identify countermeasures,write 2 2 2 6 42.9% text. Item 3 Subtotal 0 2 6 6 0 0 14 100.0% G-lb North York Road/Harger Road Intersection Improvemenl Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase I Engineering Staff Classifications&Workhours Item Task Senior Chief Total %of No. Project Project Manager Engineer IV Engineer II Structural Technician Workhours Workhours Manager Engineer 4 Traffic Analyses a. Collect a 24 hour turning movement count at one intersection. 6 6 6.0% b. Upload data to Miovision for processing 2 2 2.0% _ _ _..._-- ._.___.._.. c. Perform-existing peak hour capacity analyses at three intersections. 2 2 4 4.0% d_Perform 2040 peak hour capacity analyses at three intersections_ -_ _ — - - - 2_ 2 4 4.0% e. Evaluate vehicle storage needs. 2 2 --- 2.0% f.Prepare a Draft Intersection Design Study(IDS). 6 12 16 16 50 50.0% g. Revise Draft IDS based on Village comments submit to IDOT. 4 4 6 8 22 22.0% h. Revise Draft IDS based on IDOT comments and prepare final IDS. 2 2 6 10 10.0% _- Item 4 Subtotal 0 10 22 32 0 36 100 0.0% 5 Geometric Studies a.:Detailed horizontal geometrics. 30 24 32 8 74 19.5 _ -- -_-_._... _ _.�_. -_---__ %. .-._.5_....__ b Autoturn analyses. 2 4 6 1.6% c,Detailed vertical profiles. 6 14 16 8 44 11.6% d. Proposed cross-sections, 16 18 -8_ 48 - 12.6% e. Roadside barrier warrant analysis. 2 6 6 14 3.7% -— ---- ---- .�_..___.--- ----------- - ----- ---- ._.._ .-_ -- f. Investigate feasibility of Salt Creek Trail tunnel. 10 16 20 8 54 14.2% g: Incorporate tunnel plans into roadway plans if feasible. —� ---_ _- - 6 10 10 6 32 8.4% h. Disposition of earlier IDOT comments. --- - -__-- — _ 1-_ _ 2 2 0.5% _.-._-�--- _ .___-. L Prepare and submit geometrics review package for Village review. 2 8 30 6 26 6.8% 2 12 _ — 1. Refine geometrics and submit package to IDOT. ..- -B_ 14 8 36 9.5% k. Refine geometris based on 2 IDOT reviews and include in PDR. 4 16 16 8 44 11.6% Item 5 Subtotal 0 48 126 146 0 60 380 100.0% 6 Subsurface Soils and Pavement Investigations By Sub-Consultant:Midland Standard Engineering&Testing,Inc. 0 a. Civiltech coordination with sub-consultant 2 2 4 100.0% Item 6 Subtotal 0 2 2 0 0 0 4 100.0% 7 Preliminary Environmental Site Assessment By Sub-Consultant:Stuedemonn Environmental Consulting,LLC 0 a. Civiltech coordination with sub consultant. 2 2 4 100.0% Item 7 Subtotal 0 2 2 0 0 0 4 100.0% G-1b North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase I Engineering Staff Classifications&Workhours Item Task Senior Project Chief Total %of No. Project Manager Engineer IV Engineer II Structural Technician Workhours Workhours Manager Engineer 8 Wetland Delineations and Impact Evaluations&Tree Survey a. By Sub-Consultant Stuedemann Environmental Consulting,LLC- _. _ -- _ 0. b. Civiltech coordination with sub-consultant. 2 2 4 100.0% Item 8 Subtotal 0 2 2 0 0 0 4 100.0% 9 Location Drainage Study Existing Conditions a. General Location Drainage Map 1 4 4 9 1.7% b. Existing Drainage Plan(6 Planview Sheets) 2 2 32 32 68 12.6% c. Identified Drainage Problems- -_- _-.1 8 8 __. 17 3.1% d. Identified Base Floodplains 1 4 4 9 1.7% -e. Major Drainage Features(NONE) 0 Proposed Conditions a. Design Criteria 1 1 6 6 14 2.6% b. Outlet Evaluation 2 16 16 34 6.3% c.Stormwater Detention Analysis 1 2 16 16 3S 6.5% - d. Right of Way Analysis 1 2 16 16 35 6.5% e. Drainage Alternatives 1 2 32 32 67 12.4% f. Local and Other Agency_Coordination 4 - 12 - 4 - 4 - 24 4.4% g. Proposed Drainage Plan -_.? 8 - -�58 126 23.3% h. Water Quality Best Management Practices 2 12 12 26 4.8% i. Floodplain Encroachment Evaluation(not anticipated) _ __�..- j. LDS Study Assembly 2 2 36 36 76 14.1% Item 9 Subtotal 14 38 244 244 0 0 540 100.0% 30 Section 4(f)Eval.and Doc.(if necessary) a.:Complete checklist and appendices. 2 4 4 10 20.8% b. Prepare 4(f)exhibits. 2 4 6 12.5% c. Address any public comments. 2 2 4 8.3% d. Prepare materials for FPDDC review. 2 4 2 4 12 25.0% e. One meeting with Forest Preserve District of DuPage.- -- 2 4 4 -_ - -- 10 20.8% f. Provide a draft letter to FPDDC for signature. 2 2 4.2% g. Submit documentation to IDOT/FHWA for approval. 2 2 4 8.3% Item 10 Subtotal 4 12 16 16 0 0 48 100.0% G-1b North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase I Engineering Staff Classifications&Workhours Item Task Senior Project Chief Total %of No. Project Manager Engineer IV Engineer 11 Structural Technician Workhours Workhours Manager Engineer 11 Traffic Noise Analysis(if necessary) a. Field measurements. 6 8 14 7.8% b.-Existing conditions noise model. 4 24 28 15.6% -_-..._..___..... ..__-.--._.__.----_.___ . _ c.:2040 No-Action conditions noise model. 2 12 14 7.8% d. 2040 Proposed Improvement noise model _2 - - --, 16 18 10.0% e. Identify noise impacts and consider abatement. 2 - 4, _ -�-- -� - 6 _ 3.3% f. Evaluate feasibility of noise barriers. 2 4 6 3.3% g. Evaluate reasonableness of noise barriers. 2- _ 4 6 3.3% h. Prepare technical report including exhibits and tables. 12 18 24 54 30.0% i. Revise technical report up to two times. 8 18 26 14.4% j. Incorporate results into the Project Development Report. 2 2 2 6 3.3% k. Transmit noise analysis results to local officials. 2 2 1.1% Item 11 Subtotal 0 44 2 110 0 24 180 100.0% 12 Structural Studies(if necessary) a. Site Visit and Review of Existing Data(soil-borings,plans) -� _ 8 4 12 7.2% b. Retaining Wall Study&TSL Plan Preparation 36 12 48 28.9% c. Pedestrian Underpass Study&TSL Preparation -- - --- A _ __ ----72 16 88 53.0% d. Complete BLR 10210 for Pedestrian Underpass 4 2 6 3.6% e. Prepare Cost Estimates for Wall and Underpass ---_ -__ _ -_ _ - -4- ? _.-_ ._. -_6 _ 3.6% f. Project Administration and Coordination 6 6 3.6% Item 12 Subtotal 0 0 124 0 42 0 166 100.0% 13 Draft Project Development Report a. Prepare report exhibits 2 8 16 18 44 33.8% b. Prepare a construction cost estimate and revise up to two t_i_m_ es._ 2_ _ A 8 8 18 13.8% c. Write,proofread and edit Draft PDR text. - _ 2 4 12 10 28 215% d Print bind and deliver Draft PDR to Village._ _- 2 4 6 4.6% e. Revise Draft PDR based on Village comments. - - ..._. ' ._. 2 4 8 8 22 16.9% f. Print,bind and deliver Draft PDR to IDOT. 2 4 6 4.6% g. Attend review meeting with IDOT and Village. 2 4 6 4.6% Item 13 Subtotal 2 12 36 46 0 34 130 100.0% G-lb North York Road/Harger Road Intersection Improvemeni Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase I Engineering Staff Classifications&Workhours Item Task Senior Chief Total %of No. Project Project Manager Engineer IV Engineer II Structural Technician Workhours Workhours Manager Engineer 14 Agency Coordination a. One FHWA/IDOT/Local Agency meeitng. 2 6 6 14 33.3% b. One meeting with Forest Preserve District of DuPage.(See Item 10) c. One meeting with IllinoisToliway_-- .._._.._ ._. _4 ..._..__.e._. 4 d. Two additional meetings with Village. 2 8 8 -- 18 42.9% Item 14 Subtotal 6 18 18 0 0 0 42 100.0% 15 Public Involvement Public Information Meeting a Select and coordinate meeting venue. 2 2 4 1.3% _ b. Prepare and coordinate newspaper ad. — -- ---°---- ___2 2__._--- 0.7% c. Prepare and distribute notification letters. 4 6 10 3.3% d. Prepare brochure,comment forms,sign-In 2 2 4 1.3% e. Prepare exhibits. 8 16 20 24 68 22.7% f. Prepare for and attend dry run with Village staff. 4 4 4 4 16 5.3% g. Revise materials based on dry run 2 4 4 4 14 4.7% h. Attend meeting. 6 6 6 6 24 8.0% L Prepare meeting summary and disposition of comments. 4 8 6 Public Hearins a. Select and coordinate meeting venue. — 2 2 4 1.3% b. Prepare and coordinate newspaper ad. 2 2 0.7% c. Prepare and distribute notification letters. 4 6 10 3.3% d. Prepare brochure,comment forms,sign-in. 2 2 4 1.3% - --- g— __.•..___.__. e. Prepare exhibits. 6 12 14 18 50 16.7% f. Prepare for and attend dry run with Village staff. 4 4 4 4 16 5.3% g. Revise materials based on dry run_ 2 4 4 30 3.3% h. Attend meeting 6 6 6 6 24 8.0% L Preparation of transcript 2 2 0.7% m. Prepare meeting summary and disposition of comments. 4 8 6 18 6.0% _ -- Item 15 Subtotal 20 46 94 94 0 46 300 100.0% G-lb North York Romu/xorge Road Intersection/mvmvemen Village v,Oak Brook,Illinois SUMMARY OF PROPOSED WOnKHomns Phase|Engineering Staff Classifications mmm,xxvun Item Senior co/e, rvm| m'* No. Project Project ProjeProject cn�"esm Engineer 11 s^mc "=/ nsh"ma" Wvmho"m wmmnoun "vana�e, xxanone, Engineer 16 Final Project Development Report _ a.,Revise Draft PDn exhibits. 4 « . u � 8 _24 34.3%__ -_ u. Revise construction cost estimate!one time. _-_ -4 « 8 _-' -__ -_- 16__- _- 22.9% _ f. Revise Draft pox text,proofread and edit._ _ z- 6 _ - - ' -6-_ 8 _ _ -_22--_- - _31.4m -_ d. Print,bind and deliver Final pon. . 4_ _. . _ o_ . n u.*n Item 16 Subtotal z 14 14 om o 12 xu 100.0% 17 Supervision,Administration and Project Coordination ,. Project setup and monthly invoicing. _ -__-~-'---_---__---8--__'-_-_8 16-_-_-'_32/0%�_- u. Three in-house coordination meetings. ----'-------- '----___--2866 22�_- _-_*4.0%__ cuc/o« _ __- « o � - . � zo __,--24.um- Item 17 Subtotal * a« 14 o o n m 100.0% mm/wmmmmrs: 54 300 rm 754 m 236 2,156 %mwm,xoum: 2.5% 13.9m 35.7% 35.0» 1.9m zueu 100.0u G-1b North York Road/Harger Road Intersection Improvement Village of Oak Brook, Illinois SUMMARY OF IN-HOUSE DIRECT& SUBCONSULTANT COSTS Phase I Engineering Item Task In-House Sub-Consultant No. Direct Cost Cost 1 Data Collection and Early Coordination Mileage: 2 trips @ 40 mi./round trip @ $0.54/mi. $43.20 Printing: 100 8"x11" pages @ $0.10/ea. $10.00 Printing: 20 11"x17" pages @ $0.15/ea. $3.00 Printing: 20 22"x34" sheets @ $1.00/ea. $20.00 Item 1 Subtotal $76.20 2 Field Survey and Preparation of Base CAD File Sub-Consultant: Jorgensen & Associates, Inc. $27,418.97 Item 2 Subtotal $27,418.97 4 Traffic Analyses Process Traffic Videos (Miovision):1 intersection @ $350/ea. $350.00 Mileage: 2 trips @ 40 mi./round trip @ $0.54/mi. $43.20 Deliveries:3 deliveries at$50/ea. $150.00 Item 4 Subtotal $543.20 5 Geometric Studies Printing: 200 11"x17" pages @ $0.15/ea. $30.00 Printing: 100 22"04" sheets @ $1.00/ea. $100.00 Deliveries:2 @ $50/ea. $100.00 Item 5 Subtotal $230.00 6 Subsurface Soils and Pavement Investigations Sub-Consultant: Midland Standard Engineering and Testing, Inc. $19,176.00 Item 6 Subtotal $19,176.00 Page 1 of 4 Prepared by:Civiltech Engineering,Inc. Summary of In-House Direct &Subconsultant Costs Printed:4/27/2017 G-1c North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF IN-HOUSE DIRECT& SUBCONSULTANT COSTS Phase I Engineering Item Task In-House Sub-Consultant No. Direct Cost Cost 7 Preliminary Environmental Site Assessment Sub-Consultant: Stuedemann Environmental Consulting, LLC $7,697.00 Item 7 Subtotal $7,697.00 8 Wetland Delineations and Impact Evaluations&Tree Survey Sub-Consultant: Stuedemann Environmental Consulting, LLC $16,306.00 Item 8 Subtotal $16,306.00 9 Location Drainage Study Mileage: 2 trips @ 40 mi./round trip @ $0.54/mi. $43.20 Printing: 500 8"x11" pages @ $0.10/ea. $50.00 Printing: 100 11"x17" pages @ $0.15/ea. $15.00 Printing: 20 22"x34" sheets @ $1.00/ea. $20.00 Deliveries:4 @ $50/ea. $200.00 Item 9 Subtotal $328.20 Page 2 of 4 Prepared by:Civiltech Engineering,Inc. Summary of In-House Direct &Subconsultant Costs Printed:4/27/2017 G-1c North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF IN-HOUSE DIRECT&SUBCONSULTANT COSTS Phase I Engineering Item Task In-House Sub-Consultant No. Direct Cost Cost 10 Section 4(f) Eval.and Doc.(if necessary) Printing: 100 8"x11" pages @ $0.10/ea. $10.00 Printing: 100 11"x17" pages @ $0.15/ea. $15.00 Deliveries:2 @ $50/ea. $100.00 Item 10 Subtotal $125.00 11 Traffic Noise Analysis(if necessary) Mileage: 2 trips @ 40 mi./round trip @ $0.54/mi. $43.20 Printing:300 8"x11" pages @ $0.10/ea. $30.00 Printing:80 11"x17" pages @ $0.15/ea. $12.00 Printing:20 22"04" sheets @ $1.00/ea. $20.00 Deliveries:2 @ $50/ea. $100.00 Item 11 Subtotal $205.20 12 Structural Studies(if necessary) Printing: 100 8"x11" pages @ $0.10/ea. $10.00 Printing: 100 11"x17" pages @ $0.15/ea. $15.00 Printing: 50 22"x34" sheets @ $1.00/ea. $50.00 Mileage: 2 trips @ 30 mi./round trip @ $0.54/mi. $32.40 Item 12 Subtotal $107.40 13 Draft Project Development Report Printing: 500 8"x11" pages @ $0.10/ea. $50.00 Printing: 200 11"x17" pages @ $0.15/ea. $30.00 Printing: 100 22"04" sheets @ $1.00/ea. $100.00 Deliveries:2 @ $50/ea. $100.00 Item 13 Subtotal $280.00 Page 3 of 4 Prepared by:Civiltech Engineering,Inc. Summary of In-House Direct &Subconsultant Costs Printed:4/27/2017 G-1c North York Road/Harger Road Intersection Improvement Village of Oak Brook, Illinois SUMMARY OF IN-HOUSE DIRECT& SUBCONSULTANT COSTS Phase 1 Engineering Item Task In-House Sub-Consultant No. Direct Cost Cost 14 Agency Coordination Mileage: 5 trips @ 40 mi./round trip @ $0.54/mi. $108.00 Item 14 Subtotal $108.00 15 Public Involvement Printing: 500 8"x11" pages @ $0.10/ea. $50.00 Printing: 200 11"x17" pages @ $0.15/ea. $30.00 Postage: 250 letters @ $0.50/ea. $125.00 Newspaper Ad:4 @ $250/ea. $1,000.00 Court Reporter $500.00 Item 15 Subtotal $1,705.00 16 Final Project Development Report Printing: 500 8"x11" pages @ $0.10/ea. $50.00 Printing: 200 11"x17" pages @ $0.15/ea. $30.00 Printing: 100 22"x34" sheets @ $1.00/ea. $100.00 Deliveries:2 @ $50/ea. $100.00 Item 16 Subtotal $280.00 Total In-House Direct Costs: $3,988.20 - Total Subconsultant Costs: - $70,597.97 TOTAL IN-HOUSE DIRECT&SUBCONSULTANT COSTS: $74,586.17 Page 4 of 4 Prepared by:Civiltech Engineering, Inc. Summary of In-House Direct &Subconsultant Costs Printed:4/27/2017 G-1c North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois COST ESTIMATE OF CONSULTANT SERVICES Phase ll Engineering Staff Classifications,Direct Labor Rate and Workhours Senior Chief Water Water Traffic Item Project Design Structural Lighting Total %of Direct Labor No. Task Project Manager Engineer IV Engineer II Technician Structural Engineer III Resources Resources Signals Engineer IV Workhours Workhours Cost Manager Engineer Manager Engineer ll Engineer $70.00 $54.00 $36.00 $29.00 $31.00 $70.00 532.00 $70.00 $29.00 $43.00 $37.00 1 Project Kick Off Meeting 4 4 4 0 0 0 0 0 0 0 0 12 0% $640.00 2 Coordination with Phase I Project Development Report 4 4 2 2 2 4 2 4 2 2 2 30 1% $1,530.00 3 Data Collection and Review 2 6 4 8 2 4 2 4 2 4 2 40 1% $1,830.00 4 Field Survey and Base Sheet Development 0 6 16 12 12 5 3 6 4 5 3 72 2% $2,928.00 5 Geometric Studies 8 22 42 60 32 4 0 4 0 4 0 176 6% $6,724.00 6 Subsurface Soils and Pavement Investigation 0 0 0 0 0 0 0 0 0 0 0 0 0% $0.00 7 Special Waste and CCDD Testing 2 2 4 2 0 0 0 0 0 0 0 10 0% $450.00 8 Wetland Permitting and Coordination 1 4 4 4 4 0 0 0 0 0 0 17 1% $670.00 9 Drainage Design,Storm Water Permitting,and Supporting 2 6 16 12 4 2 4 12 48 0 0 106 3% $4,012.00 10 NPDES Permitting and Documentation 2 8 12 12 0 0 0 4 8 0 0 46 2% $1,864.00 11 Review and Confirm Project Right-of-Way Requirements 4 8 12 4 12 2 0 4 0 4 2 52 2% $2,298.00 12 Maintenance of Traffic Concept 2 6 16 16 8 2 4 4 2 2 0 62 2% $2,444.00 13 Traffic Signal Installation Plan 0 0 0 0 0 0 0 0 0 0 0 0 0% $0.00 14 Lighting Design(if necessary) 2 4 4 0 0 0 0 0 0 6 32 48 2% $1,942.00 15 Structural Design(if necessary) 2 6 8 0 0 4 16 2 0 0 2 40 1% $1,758.00 16 Preliminary Plans(65%) 26 62 154 160 48 5 8 25 56 36 2 582 19% $22,442.00 17 Pre-Final(90%)Plans,Special Provisions and Estimates 38 78 186 149 203 92 245 21 37 86 63 1,198 39% $47,034.00 18 Final(100%)Plans,Special Provisions and Estimates 15 25 46 44 34 15 28 16 27 17 17 284 9% $11,595.00 19 Project Administration and Coordination 18 72 36 26 4 2 4 2 4 8 8 184 6% $8,486.00 20 Construction Assistance 4 30 30 0 0 8 0 0 0 8 8 88 3% $4,180.00 G-2a North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois COST ESTIMATE OF CONSULTANT SERVICES Phase II Engineering Staff Classifications,Direct Labor Rate and Workhours Senior Chief Water Water Traffic Item Project Design Structural Lighting Total %of Direct Labor Task Project Engineer IV Engineer 11 Structural Engineer III Resources Resources Signals No. Manager Technician Engineer IV Workhours Workhours Cost Manager Engineer Manager Engineer II Engineer V $70.00 $54.00 $36.00 $29.00 $31.00 $70.00 $32.00 $70.00 $29.00 $43.00 $37.00 Total Workhours by Staff Classification: 136 353 596 511 365 149 316 108 190 182 141 3,047 Percentage of Total Workhours: 45/6 12% 20% 17% 12% 5% 10% 4% 6% 6% 5% 100% Direct Labor Cost by Staff Classification: $9,520.00 $19,062.00 $21,456.00 $14,819.00 $11,315.00 $10,430.00 $10,112.00 $7,560.00 $5,510.00 $7,826.00 $5,217.00 Total Direct Labor Cost: $122,827.00 Times 2.49 Direct Labor Multiplier: $305,839.23 Total In-House Direct&Subconsultant Costs(see separate calculation): $45,439.18 3,047 100% $351,278.41 G-2a North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase 11 Engineering Staff Classifications&Workhours Item Task Senior Chief Water Water Traffic Total %of No. Project Project Engineer IV Engineer II Design Structural Structural Resources Resources Signals Lighting Workhours Workhours Manager Manager Technician Engineer Engineer III Manager Engineer II Engineer V Engineer IV 1 Project Kick Off Meeting a.Initial Meeting with Village 2 2 2 6 50.01A b.IDOT Project Kick-Off Meeting 2 2 2 6 50.0°% Item i Subtotal 4 4 4 0 0 0 0 0 0 0 0 12 100.0% 2 Coordination with Phase I Project Development Report a.Design Criteria&Preliminary Design Studies 4 4 2 2 2 4 2 4 2 2 2 30 100.0% Item 2 Subtotal 4 4 2 2 2 4 2 4 2 2 2 30 100.0% 3 Data Collection and Review a.Obtain/Update and Review Record Data 2 4 2 2 2 4 2 4 2 4 2 30 75.0°/ b.Preliminary Utility Company Coordination 2 2 6 10 25.0°.6 Item 3 Subtotal 2- 6 4 8 2- 4 - 2- 4 2 4 2 40 100.0% 4 Field Survey and Base Sheet Development a.Supplemental Topographic Survey 2 12 8 12 2 2 2 40 55.6% b.Field Review of Survey_ _ 4 4 4 3 3 4 4 3 3 32 44.4% Item 4 Subtotal 0 6 16 12 12 5 3 6 4 5 3 72 100.0% 5 Geometric Studies a.Coordination with Phase I Scope of Work 2 6 6 4 4 4 4 4, _ 34 19.3% b.Detailed horizontal geometrics. 2 6 16 24 12 60 34.1% c.Detailed vertical profiles. 2 6 8 16 8 40 22.7% d.Proposed cross-sections. 2 4 12 16 8 _ 42 23.9% Item 5 Subtotal 8 22 42 60 32 4 0 4 0 4 0 176 100.0% 6 Subsurface Solis and Pavement Investigation a.By Sub-Consultant:Midland Standard Engineering&Testing,Inc. 0 b.Pavement Design _ 0 Item 6 Subtotal 0 0 0 0 0 0 0 0 0 0 0 0 0.0% 7 Special Waste and CCDD Testing a.By Sub-Consultant:Stuedemann Environmental Consulting 0 b.Coordination to comply(IEPA)regulations for CCDD 2 2 4 2 10 100.0% Item 7 Subtotal 2 2 4 2 0 0 0 0 0 0 0 10 100.0% 8 Wetland Permitting and Coordination a.By Sub-Consultant:Stuedemann Environmental Consulting _ 0 b.Coordination to comply USACE regulations for Permitting 1 _ 4 4 4 4 17 100.0% Item 8 Subtotal 1 4 4 4 4 0 0 0 0 0 0 17 100.0% G-2b North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase II Engineering Staff Classifications&Workhours Item Senior Chief Water Water Traffic Total %of Task Project Design Structural Lighting NO. Project Manager Engineer IV Engineer II Technician Structural Engineer III Resources Resources Signals Engineer IV Workhours Workhours Manager Engineer Manager Engineer H Engineer V 9 Drainage Design,Storm Water Permitting,and Supporting Docs a.Drainage Design and Coordination with Phase I Loaction Drainage Study 2 6 16 12 4 2 4 12 48 106 100.0% Item 9 Subtotal 2 6 16 12 4 2 4 12 48 0 0 106 100.0% 10 NPDES Permitting and Documentation a.Storm Water Pollution Prevention Plan(SWPPP)and Permitting 2 8 12 12 4 8 46 100.0% 2 8 12 12 0 0 0 4 8 0 0 46 100.0% 11 Review and Confirm Project Right-of-Way Requirements a.By Sub-Consultant:Jorgensen Plat of Highways 0 b.By In-House CEI Consultant: David White Appraisal U. c..By Sub-Consultant:TEngineenngReview Appraisal _._..__..___-_ _---..----___._----_________.__ ___.0------ d.By Sub-Consultant:Santacruz AssoclatesNegotlations __ e.Determination of Construciton Limits and Boundaries w/Exhibits 2 4 8 4 12 2 4 4 2 42 80.8% f.Coordination of Plat of Highways,Appraisals,and Negotiation/IGA 2 4 4 10 Item 11 Subtotal 4 8 12 4 12 2 0 4 0 4 2 52 100.0% 12 Maintenance of Traffic Concept a.Maintenance of Traffic Concept w/Exhibits 2 6 16 16 8 2 4 4 _- 2 _ 2 _ 62 100.0% Item 12 Subtotal 2 6 16 16 8 2 4 4 2 2 0 62 100.0% 13 Traffic Signal Installation Plan a.Reference the Preliminary,Pre-Final and Final Plan Development _ 0 Item 13 Subtotal 0 0 0 0 0 0 0 0 0 0 0 0 0.0% 14 Lighting Design(if necessary) a.Reference the Preliminary,Pre-Final and Final Plan Development .. 0 _. b.Lighting Calculations w/Summary Report for the Underpass 2 4 4 6 32 48 100.0% Item 14 subtotal 2 4 4 0 0 0 0 0 0 6 32 48 100.0% 15 Structural Design(if necessary) a.Reference the Preliminary,Pre-Final and Final Plan Development 0 b.Retaining Wall and Underpass Type Studies 2 6 8 4 16 2 _ _ .2 40 100.0% Item 15 subtotal 2 6 8 0 0 4 16 2 0 0 2 40 100.0% G-2b North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase II Engineering Staff Classifications&Workhours Item Senior Chief Water Water Traffic Total %of Task Project Design Structural Lighting No. Project Manager Engineer IV Engineer II Technician Structural Engineer III Resources Resources Signals Engineer IV Workhours Workhours Manager Engineer Manager Engineer 11 Engineer V 16 Preliminary Plans(65%) a.Preliminary Plans Cover Sheet and Index of Sheets(1 sheet) 2 4 2 8 1.4% General Notes and list of State and Local Standards(2 sheets) 2 2 4 0.7% .Existing Typical Sections(1 sheet) --_--.-- 2 __--_4__ -. _.6 4-.__.-..-'_-- 16_ -.. 2.7% Proposed Typical Sections(lsheet)--°,------_.- -..-. -----_.._. -.2---_-_._4 10 4 .-_--__._ _._ -_--, -.__.--- -____.-..-_.-'--•---- 20 34% Erosion Control and Landscaping-3 stages 1'=50'(3 sheets) Roadway Plan and Profile 1"=20'(4 sheets) 4 8 24 32 16 2 2 88 15.1% Bike Path Plan and Profile 1=20'(1 sheet) _ 2_ _ 4 36 32 8 _-- 2_ _ -2_ 2 2 70 12.0%__. Drainage and Utilities 1"-20' 4sheets _ ._2_._ 6 8 _8 - - -6 _ __ __ _ 2 2 8 24 2 __ 68 11.7% Detention Basin Grading Plan and Details 1"=2('(1 sheet) _..,. . 2 2 2 --------_ 4 _ 8 _.___ _ ._ _ ..___._ 18 _ 3.1% Detention Basin Planting Plan 1"=5d(1 sheet) 22 -____ -_ 6__. .______._..__.._._ 14 Traffic Signal Installation Plan(1 sheet) _ _ _ 2 4 _ _ _`- _ .. 20 _ _ 26 _4.5% Traffic Signal Cable Plan and Sequences(1 sheet) 2 4 _-__- _---___ 16 _ 22 _3.8% - -- -- -- --------- Pavement Marking Plan 1 50'(1 sheet) _ 2 4 4 2 12 2.1% Signing Plan 1"=S('(1 sheet) 2 _-4-, _4 _ 2 12 2.1% York and Harger Intersection Grading Plan 1"=10'(1 sheet) _ 2 2 6 8 _ _ 18 3.1% _ York and Timber Edge Drive Intersection Grading Plan 1"=1 (1 sheet) 2 2 6 8 18 3.1% York and 1,88 Entrance Ramp intersection Grading Plan 1"=SO'(1 sheet) 2 2 6 8 18 3.1% Overall Project Grading Plan with Contours l"=50(i sheet) ---. 2 _ 4_._ _._ 24 _ 6 _. 1 - - 4- -- 1 _°- 4 ----_ -_---_. _-_�'___ .__7 Roadway Cross Sections(10 sheets) 2 _ 4 12 16 - _ _ _ - 34 5.8% b Preliminary Design Review Meeting-_- -_--____ 4 __-- -_ 4 --,6 --_ 14 24% _._..._c_DuPageCountyForestPreserveCoordlnation -_? .- _, 4 4 10 1.7% d.Aesthetic Features Coordination Meeting and nce Coptual Design -- -. 2 as- 4 4 10 1.7% Item 16 Subtotal 26 62 154 160 48 5 8 25 56 36 2 582 100.0% G-2b North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase II Engineering Staff Classifications&Workhours Item Senior Chief Water Water Traffic Total %of No. Task Project Project Engineer IV Engineer II Design Structural Structural Resources Resources Signals Lighting Workhours Workhours Manager Manager Technician Engineer Engineer III Manager Engineer II Engineer V Engineer IV 17 Pre-Final(90%)Plans,Special Provisions and Estimates a.Pre-Final Plans ------- _ _-___ -._. _.__. ..-- - .. Cover Sheet and Index of Sheets(1 sheet) _ 1 . 2 1 _ _ _ 4 0.3% General Notes and List of State and Local Standards(2 sheets) 1 __ 1 _ _ 2 0.2% - Existing Typical Sections(1 sheet),._ - -_.. 1 2 4 2 _._-_---,_- _ - _ ,._9 0.8% Proposed Typical Sections(1 sheet) -_ _ 1 2 6 _? _.._ ____. .__._.-. -'_-- ----'- 11 0.9% Erosion Control and Landscaping-3 stages 1"=S0'(3 sheets) ----._---.._ 1 .._._., 4 --'--'_'6 --.-----..?__....__-.._._.- -..._-._.. 4 _-_---.-6-_._-------- .__ ._23 _ .-. 1.9% Roadway Plan and Profile 1"=20'(4 sheets) 2 6 16 24 8_.___________.- 2 2 _.____.w__.-.__ ...._.__�__ Sad _.-_ - - - __--- _ -_ - _ Bike Path Plan and Profile I"=20'(1 sheet)__ 30 _— 1__._ _- _2 - _ _2 2 52 4.3% Drainage and Utilities)"=20'.(4 sheets) -----.. _....__... -3._.._ __._4_.___..._._12. _ ...-$__ 4._. 1-__.._ .--_._.1-..-._._---4 --___.-12 J. 50 42% Detention Basin Grading Plan and Details 1"=20'(1 sheet) 1 1 _ 2 1 _ 2 -_ - 4 11 0.91A Detention Basin Planting Plan 1"=50'(1 sheet) 1 1 1 1 1 2 7 0.6% - TrafficSignalInstallationPlan(1 sheet)- __.___...._...__ .__l._. 6 4 43 Traffic Signal Cable Plan and Sequences(1 sheet) - - - -_ ___ __-_ 1 6 7- 0.6% Traffic Signal Mast Arm Mounted,Street Name-Signs-(Ssheet),__.__-_____- Traffic Signal Interconnect Plan-Wood Glen Road to Harger Road(1 sheet) 1 20 __- -_ 21 _ ,1.8% _. Traffic Signal interconnect Schematic-York Road(1 sheet)__ _ Traffic Signal IDOT Standard 5 0.4% Lighting Plan Pedestrian Underpass(Ssheet)_--•------__.--_.._.__:'- 1 2 _4 _? 2 . ._ -._._-____ 40 51 4.3% Lighting Details Ped.Underpass-Controller,_Fixture,Service(3 sheets) 1_._ ..2 4----_.--22 16 2.3%__. Pavement Marking Plan 1=50'(I sheet) _ _.. 1 ._-. 2 _...._2 ... _._._ 4 _.. _.._ _._ ._. __. .. _....__ _.. ._..._.._ .. _ 9 0.8% .. Signing Plan 1"=5('(.I sheet)- 1 _.--2 2 4 York and Harger Intersection Grading Plan 11_10'(1 sheet)_ 2 2 4 8 _-16--_ _ 1_3% York and Timber Edge Drive Intersection Grading Plan 1"=10'(S sheet) 2 4 8 _-, _-_ -___--___ _ . _-__ 16 13% York and I-88 Entrance Ramp Intersection.Grading Plan 1"=10'(1 sheet) 2 2 4 S_ __ _ _ 16 1.3% Overall Project Grading Plan with Contours 1"=50'(1 sheet) Roadway Cross Sections(10 sheets) ._._. _-_ 2 _'-_4 12 .. -8 ---,_-___-- -'-- ... --._ _-- '---' 26 _- 2.2%_. Structural Bike Path and Pedestrian Underpass General Plan and Elevation(1 sheet) 1 2 6 2 _____ ,6 - _ 17 14% __... _.. ___. _ _.._..._...__ _._ -.__.---....--_-.__._.._ ._._.__._._ .-.--_.-_-_-----__ ._._.._____ --___ _. ._...__ __._.- .. .. _ General Notes,Staging Details,and Total Bill of Material(1 sheet) _ . 1 2 12 S 16 39 3.3% Underpass Details(2 sheets) -_ 1 2 _-_--_32 _ —16 40 91 7.6% Wingwall&Headwall Details(8 sheets) --------- 1__-.—? - ------ ----- -32_- -_-% -_-- 171 143% _ __ ----.-.--_ __ ._. Pedestrian Railing&Architectural Details f sheet) 1 2 12 4 12 - -- 31 2.6% Bar Splicer Assembly Details(1 sheet) 1 2 2 1 1 _ _ _ __ _-7 0.6% Temporary Concrete Barrier Details(1 sheet) 1 2 2 1 1 7 006_ Boring.Logs(2sheet) --- 1 2 4 2 •-?- _--'.-------.^__ ._ 11 ... 0.9% Structural Retaining Wall General Plan and Elevation(1 sheet) _ _ __ -_1 _ _.2 12 _ 4 _ 24 _ __ _ _ 43 _ 3.6% General Notes and Total Bill of Material(1 sheet) __ _ 1 2 8 4 16 -_- •-_ 31 2.6% TYPIcaI Wall Sections and.Details(S sheet) 1-.-_----2--_ 12 8 16-_--, ---_-.�---°---_---- '-,_---ii Boring Logs(2 sheets) b.Pre-Final Special Provisions _ 2 8 16 8 34 2.8% c.Pre-Final Quantity Calculations 4 12 12 _ 12 4 ----8 4 S _,-,4 _--__-4 72 6.0% d.Pre-Final Estimate of Cost and Construction Time 1 4 6 11 0.9% G-2b North York Road/Harger Road Intersection Improvement Village of Oak Brook,Illinois SUMMARY OF PROPOSED WORKHOURS Phase II Engineering Staff Classifications&Workhours Item Task Project Design Str ctural Senior Chief u Water Water Traffic Lighting Total %of NO. Project Engineer IV Engineer 11 Technician Structural Engineer III Resources Resources Signals Engineer IV Workhours Workhours Manager Manager Engineer Manager Engineer ll Engineer e.Pre-Final QA/QC Review 12 6 6 6 6 2 2 2 2 2 46 3.8% f.Pre-Final Project Review Meeting with Village 2 2 3 7 0.6% g.Pre-Final Project Review Meeting with IDOT_ .-?_..__.. :,..._.2 3 , _ _._. _.._ - ._ -,_ _. 7 0.6% Item 17Subtotal 38 78 186 149 203 92 245 21 37 86 63 1,198 100.0% 18 Final(100%)Plans,Special Provisions and Estimates a.Final Plans 6 12 _ - 24 24 24 12 24 12 24 12 1.2 186 65.5% b.Final Special Provisions 2 4 6 4 16 5.6% c.Final Quantity Calculations 4 8 8 8 1 2 2 3 3 3 42 14.8% _.. _..._._ ..._.-._-.._._....__. ._.-'_-.. .___._.' __.. _.._ ._._ _-.- _-_ _. __.._. _. d.Final Estimate of Cost and Construction Time 1 3 6 6 16 _ 5.6% e.Final QA/QC Review _..- _ 6 _.._ -... 2 2 _. 2 .2 2 2 21 2 .. 24 8.5% Item 18 Subtotal 15 25 46 44 34 15 28 16 27 17 17 284 100.0% 19 Project Administration and Coordination a.Project Administration 2 32 4 4 42 22.8% b.Project Submittals _ - . 12 _- 12._., 12 -.. 4_,..__.. 2.__._. .4-_ 2-_-_ 4 ......__ 4 4 32.6% c.Status Meetings 8 12 20 10.91A d.Utility.Companycoordination 4 8..._.. 16 ...__8 _._ _._. ._._. _.___.. _._. 4 ....._. _. 4 _ _. 44 23.9% e.Bidding Assistance 2 -,___6.- 2 ,..? ._ _ . 12 -6.5% f.Pre-Construction Meeting Attendance 2 2 2 ____„ <, - < - 6 3.3% Item 19 Subtotal i8 72 36 26 4 2 4 2 4 8 8 184 100.0% 20 Construction Assistance a.Construction Shop Drawing Reviews 6 6 4 4 __ 4^ 24 27.3% b.Construction Review and Meeting Attendance _ 4 24 24 r 4 4 ___ _4 _ 64 72.7% Item 20 Subtotal 4 30 30 0 0 8 0 0 0 8 8 88 100.0% Total Workhours: 136 353 596 511 365 149 316 108 190 182 141 3,047 %of Workouts: 4.5% 11.6% 19.6% 16.8% 12.0% 4.9% 10.4% 3.5% 6.2% 6.0% 4.6% 100.0% G-2b North York Road/Harger Road Intersection Improvement Village of Oak Brook, Illinois SUMMARY OF IN-HOUSE DIRECT&SUBCONSULTANT COSTS Phase II Engineering Item Task In-House Sub-Consultant No. Direct Cost Cost 1 Project Kick Off Meeting Mileage: 2 trips @ 40 mi./round trip @ $0.54/mi. $43.20 Item 1 Subtotal $43.20 4 Field Survey and Base Sheet Development Sub-Consultant: Jorgensen &Associates, Inc. $5,016.66 Mileage: 4 trips @ 40 mi./round trip @ $0.54/mi. $86.40 Item 4 Subtotal $86.40 $5,016.66 7 Special Waste and CCDD Testing Sub-Consultant: Stuedemann Environmental Consulting, LLC $5,865.00 Item 7 Subtotal $5,865.00 8 Wetland Permitting and Coordination Sub-Consultant: Stuedemann Environmental Consulting, LLC $7,079.00 Item 8 Subtotal $7,079.00 9 Drainage Design,Storm Water Permitting,and Supporting Docs Mileage: 2 trips @ 40 mi./round trip @ $0.54/mi. $43.20 Item 9 Subtotal $43.20 Page 1 of 3 Prepared by:Civiltech Engineering, Inc. Summary of In-House Direct &Subconsultant Costs Printed:4/27/2017 G-2c North York Road/Harger Road Intersection Improvement Village of Oak Brook, Illinois SUMMARY OF IN-HOUSE DIRECT&SUBCONSULTANT COSTS Phase II Engineering Item Task In-House Sub-Consultant No. Direct Cost Cost 11 Review and Confirm Project Right-of-Way Requirements Sub-Consultant: Jorgensen &Associates, Inc. (Plat of Highways) $16,692.72 In-House Civiltech Consultant: David White (Appraisals) $2,800.00 Sub-Consultant:T-Engineering (Review Appraisals) $900.00 Sub-Consultant: Santacruz Associates (Negotiations and ROW Certification) $3,000.00 Item 11 Subtotal $2,800.00 $20,592.72 16 Preliminary Plans(65%) Printing:Village 2 Sets of 37 Sheets 11"x17" pages @ $0.15/ea. $11.10 Printing:Village 1 Set of 37 22"x34" sheets @ $1.00/ea. $37.00 Printing: Utilities 10 Sets of 37 22"x34" sheets @ $1.00/ea. $370.00 Deliveries:Village 1 @ $50/ea. $50.00 Shipping: Utilities 10 @ $25/ea. $250.00 Item 16 Subtotal $718.10 17 Pre-Final (90%) Plans,Special Provisions and Estimates Printing:Village 2 Sets of 89 Sheets 11"x17" pages @ $0.15/ea. $26.70 Printing:Village 1 Set of 89 22"04" sheets @ $1.00/ea. $89.00 Printing: IDOT 8 Sets of 89 Sheets 11"x17" pages @ $0.15/ea. $106.80 Printing: Utilities 10 Sets of 89 22"x34" sheets @ $1.00/ea. $890.00 Printing:Specification Books 10 Sets @ $25.00/ea. $250.00 Deliveries:Village 1 @ $50/ea. $50.00 Deliveries:IDOT 1 @ $50/ea. $50.00 Shipping: Utilities 10 @ $25/ea. $250.00 Item 17 Subtotal $1,712.50 Page 2 of 3 Prepared by:Civiltech Engineering,Inc. Summary of In-House Direct &Subconsultant Costs Printed:4/27/2017 G-2c North York Road/Harger Road Intersection Improvement Village of Oak Brook, Illinois SUMMARY OF IN-HOUSE DIRECT& SUBCONSULTANT COSTS Phase II Engineering Item Task In-House Sub-Consultant No. Direct Cost Cost 18 Final (100%) Plans,Special Provisions and Estimates Printing:Village 2 Sets of 89 Sheets 11"x17" pages @ $0.15/ea. $26.70 Printing:Village 1 Set of 89 22"x34" sheets @ $1.00/ea. $89.00 Printing: IDOT 2 Sets of 89 Sheets 11"x17" pages @ $0.15/ea. $26.70 Printing: Utilities 10 Sets of 89 22"x34" sheets @ $1.00/ea. $890.00 Printing:Specification Books 4 Sets @ $25.00/ea. $100.00 Deliveries:Village 1 @ $50/ea. $50.00 Deliveries:IDOT 1 @ $50/ea. $50.00 Shipping: Utilities 10 @ $25/ea. $250.00 Item 17 Subtotal $1,482.40 Total In-House Direct Costs: $6,885.80 - Total Subconsultant Costs: - $38,553.38 TOTAL IN-HOUSE DIRECT&SUBCONSULTANT COSTS: $45,439.18 Page 3 of 3 Prepared by:Civiltech Engineering,Inc. Summary of In-House Direct &Subconsultant Costs Printed:4/27/2017 G-2c