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R-1116 - 07/26/2011 - AGREEMENT - Resolutions Supporting DocumentsITEM 6.T.4) AGENDA ITEM Regular Board of Trustees Meeting of July 26, 2011 SUBJECT: 2012 Water Main Replacement Project (parts of York Woods Subdivision) Professional Services Agreement for Design Engineering with James J. Benes and Associates, Inc. — Chatham Lane — Sheffield Lane (north Brighton Ln southwest to Windsor Dr) — Croydon Lane — Windsor Drive (Dover Dr north to cul -de -sac) FROM: Jim Bosma, P.E., Civil Engineer II 00 13 BUDGET SOURCE/BUDGET IMPACT: $100,000 for 2012 design within Water System Distribution Improvements Account 451 -7620 MOTION: I move that the Village Board approve the attached agreement with James J. Benes and Associates, Inc. for Professional Engineering Services for the design of the 2012 Water Main Replacement Project in the not -to- exceed amount of $89,468. Background/History: Included within the 2011 Budget are funds for the design of the 2012 Water Main Replacement Project. The 2012 project is anticipated to be approximately 1.6 million dollars (not including inspection engineering costs) to replace approximately 1.6 miles of water main. The Benes design fee of $89,468 equals approximately 5.6% of the anticipated construction cost which is very reasonable. We anticipate this winter, after the bid opening by construction contractors, seeking the Village Board's approval of an inspection contract with Benes again who has performed such satisfactorily on the 2010 and 2011 water main proj ects. This project will continue our significant progress on water main replacements over the last dozen years. Some of these locations include all of Yorkshire Woods Subdivision in 1999, parts of York Woods Subdivision in 2001 and 2004 and all of Timber Trails Subdivision along with 35r' Street (Meyers Road to Cass Court) last year and this year. We also replaced all of unincorporated Westdale Gardens in 2007. After the proposed 2012 project is completed, then Brook Forest Subdivision, more -or -less, remains as the next significant area within the Village to Last saved by 1A2012 WM(12- 1202)\2012- Water- Main - Replacement - design- engineering- memo.docz O Last printed 7/21/20112:24 PM focus on for water main replacements this decade when money is available — ideally beginning in 2014. The timing of this project is very significant because the York Woods Subdivision streets are due to be resurfaced with a related project in 2013 being planned for. Thus, it is very important to replace these significantly failing water mains just before resurfacing especially since most of the new water main replacements are anticipated to be open -cut within the pavement with the proposed 2012 project. Moreover, the proposed 2012 project matches the proposed improvements in the water rate study completed last year, and also the 5 -year financial plan adopted by the Village, except that approximately the north half of Windsor Drive needed to be added due to all of the breaks that occurred there since the study was completed. This addition is anticipated to increase the project cost by approximately $300,000 over the budgeted amount in the 5 -year plan. However, we will work to find possible savings during the design to offset the anticipated increase which could include a thin layer of temporary asphalt patching which will be replaced with new paving in 2013. We also anticipate some savings from this year's water main budget to further help budgeting. Some permanent restoration above the replaced water mains, such as new curb and gutter, could also be possibly taken from the infrastructure fund. Nevertheless, despite the mentions above, there are other things to note about the 5 7year plan budgeting. One concern is related to what the water rates will be actually set at the end of this year since the 5 -year plan anticipates continuing the rate increases adopted by the study. The 5- year plan also did not anticipate that the most recent DuPage Water Commission water rate increase has not yet been passed onto the residents — which is actively reducing the 5 -year planned budgets. Thus, in a worst -case scenario next year to complete all of the proposed 2012 project, either we have to go significantly below the $500,000 minimum balance in the water fund, that has been required in budgeting by the Finance Department, or do a temporary transfer from the Infrastructure Fund to maintain the $500,000 minimum balance. Please note that funds should soon build back up again since no water main replacement project anywhere is planned for 2013. Otherwise, an area might have to be deleted due to available funds once the consulting engineer's estimates are better known sometime after their preliminary plans are completed. But, even if some design becomes not necessary in an area because of available construction funding, the surveying and drafting will be used for the anticipated 2013 Street Improvement Project for York Woods Subdivision. Finally, please note that we believe that the proposed 2012 water main project is just too large to be combined with the anticipated 2013 street improvements. Also, it's best to ensure that everything has fully settled out under temporary asphalt over a winter season along with giving time for any extremely unfortunate construction quality errors. Moreover, knowledge of the project being repaved in 2013 should significantly increase the competitiveness of bidding by water main contractors in this already very competitive market due to some less anxiety about long -term restoration issues. Finally, significant infrastructure funding is already being planned for a large repaving project in Saddle Brook Subdivision next year. Upon completion of the proposed 2012 Water Main Replacement Project, only three areas, totaling approximately a mile long, will have not been replaced yet within York Woods. These Last saved by 192012 WM (12- 1202)12012- Water- Main - Replacement - design- engineering - memo.docx Last printed 7/212011 2:24 PM areas are Windsor Drive near Butler school, Dover Drive and Bradford Lane. Fortunately, these areas have not yet seen a significant frequency of breaks and will be anticipated for replacement in another 15 years prior to a subsequent resurfacing. Recommendation: I recommend approving the attached professional services agreement with James J. Benes and Associates, Inc. for design engineering for the 2012 Water Main Replacement Project. Last saved by J:12012 WM (12- 1202)12012- Water- Main - Replacement- designcngineering- memo.docx Last printed 7/21/20112:24 PM RESOLUTION 2011- AG -EX1 -R -1116 A RESOLUTION APPROVING AND AUTHORIZING THE EXECUTION OF AN AGREEMENT FOR THE 2012 WATER MAIN REPLACEMENT PROJECT BY AND BETWEEN THE VILLAGE OF OAK BROOK AND JAMES J. BENES AND ASSOCIATES, INC. IN RELATION TO PARTS OF YORK WOODS SUBDIVISION WHEREAS, the Village and James J. Benes and Associates, Inc.. ('Genes ") desire to execute an agreement regarding the 2012 Water Main Replacement Project ( "Project "), which concerns parts of York Woods Subdivision ( "Agreement'); and WHEREAS, the President and Board of Trustees have determined that it is in the best interests of the Village to enter into the Agreement in a final form approved by the Village Manager and the Village Attorney; NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows: Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook. Section 2: Approval of the Agreement. The President and Board of Trustees hereby approve the Agreement by and between the Village and Benes in a form acceptable to the Village Manager and the Village Attorney. Section 3: Authorization and Execution of the Agreement. The Village President and Village Clerk shall be, and hereby are, authorized to execute the final Agreement on behalf of the Village after review and approval of the final form of the Agreement by the Village Manager and the Village Attorney. Section 4: Effective Date. This Resolution shall be in full force and effect upon passage and approval in the manner provided by law. APPROVED THIS 26`" day of July, 2011 Gopal G. Lalmalani Village President PASSED THIS 26`" day of July, 2011 Ayes: Trustees Aktipis, Manzo, Moy, Wolin, Yusuf and Zannis None ATTEST: ! x? o Charlotte K. Pruss ,3 p`/ Village Clerk PROFESSIONAL ENGINEERING AGREEMENT VILLAGE OF OAK BROOK 2012 WATER MAIN REPLACEMENT PROJECT THIS AGREEMENT, made and entered into this day of 2011, by and between James J. Benes and Associates, Inc., (hereinafter referred to as "ENGINEER ") and the Village of Oak Brook, a municipal corporation (hereinafter referred to as "VILLAGE ") covers certain professional design and engineering services in connection with the 2012 Water Main Replacement Project (hereinafter referred to as "PROJECT "). The VILLAGE wishes to retain ENGINEER for these certain professional design and 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: SCOPE OF SERVICES ENGINEER agrees to perform design and 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 VILLAGE shall pay ENGINEER for all services stipulated within this Agreement according to the Compensation Schedule attached as Appendix II and made a part of this Agreement. VILLAGE shall make payment to ENGINEER 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 hourly rate. 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 that 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. If VILLAGE fails to make any payment due ENGINEER for services and expenses, including amounts wrongly withheld, within forty -five (45) 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 forty -fifth (45th) day; and, in addition, the ENGINEER may, after giving seven (7) days written notice to VILLAGE, suspend Page 1 51 4. 5. services under this Agreement until it has services and expenses. During the period have the same rights and obligations as Agreement ( "Suspension of Services "). TIME SCHEDULE been paid in full the amounts due it for of any such suspension, the parties shall are provided by Subsection 5(e) of this 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. 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. GENERAL TERMS AND CONDITIONS a. Modification ray The nature and the scope of services specified in this Agreement may only be modified by written amendment to this Agreement, including deviation of Section 3, approved by both parties. Relationship between ENGINEER and VILLAGE ENGINEER shall serve as VILLAGE'S professional design and 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. Responsibility of the ENGINEER All plans and other documents furnished by the ENGINEER pursuant to this Agreement shall be endorsed by him and shall 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 contractor, other contractors or subcontractors performing any of the work or providing any of the services on the PROJECT, except for Engineer's subcontractors, 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 other ENGINEER, consultant, contractor or subcontractor, except for Engineer's subcontractors, to carry out their respective responsibilities in accordance with Page 2 51 e. 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. Corrections In the event plans are found to be in error and revisions of the plans are necessary, the ENGINEER agrees that it shall perform such plan revision work without expense to the VILLAGE, even though it has received final payment. It shall give immediate attention to these changes so there will be a minimum delay to the contractor. 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. VILLAGE, however, shall pay all costs associated with suspension, including all costs necessary to maintain continuity and the staff required to resume the services upon expiration of the suspension of services order. In the event the period of any suspension exceeds thirty (30) days, VILLAGE shall reimburse ENGINEER for the costs as itemized, if any, of such suspension and re- mobilization. ENGINEER will not be obligated to provide the same personnel employed prior to suspension when the services are resumed, Termination 1) Either party to this Agreement shall have the right to terminate this Agreement with cause upon serving thirty (30) days written notice upon the other party. 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 ( "Indemnification ") 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 that ENGINEER is then accomplishing for the VILLAGE. ENGINEER shall be paid for any services completed and any services partially completed in accordance with Sections 2 and 3. Page 3 g. Warranties In addition to the covenants herein m ade, the ENGINEER warrants: 1) That it shall render planning and design services in accordance with generally accepted and currently recognized design and engineering practices and principles. 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 shall 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 it 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 it 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) That it is qualified technically and is conversant with the policies applicable to the PROJECT; and that it has and will furnish sufficient, properly trained and experienced personnel to perform the services enumerated herein. 4) That it will not employ, for the duration of this Agreement, any person presently employed by the VILLAGE without the written consent of the VILLAGE. 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. ENGINEER shall have the right to retain copies of all documents and drawings for its files. All construction drawings shall be prepared on 24" x 36" mylar sheets (maximum size), and CAD file, or any other format acceptable to the Village. If construction services are a part of the ENGINEER'S work, it will receive and assemble as- builts (prepared by the Contractor to show "As- Built" conditions) Page 4 and will deliver them to the VILLAGE within thirty (30) days after completion of construction and before final payment to the ENGINEER. ENGINEER will stamp these drawings "Record Drawings ". If construction services are not part of the ENGINEER'S work, it will deliver the original drawings to the VILLAGE upon request and before final payment to the ENGINEER. Access to Records The ENGINEER shall maintain all books, documents, papers, accounting records and other evidence pertaining to its costs incurred by reason of this Agreement and agrees to make such material available, at its 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, and VILLAGE shall indemnify and hold harmless ENGINEER from all claims, damages, loses, and expenses, including reasonable attorneys' fees, arising out of or resulting from such unauthorized reuse or modification. Indemnification ENGINEER agrees to indemnify and hold the VILLAGE and any of its officers, employees, or agents harmless from and against any damage, liability or costs (including reasonable attorney's fees and costs of defense), caused by the Architect's negligence, errors or omissions in the performance of this Agreement, unless such loss, damage, injury, or loss or damage to property results from or arises out of the negligent acts or omissions by the VILLAGE or its officers, employees or agents. VILLAGE agrees to indemnify and hold the ENGINEER harmless from and against any damage, liability or costs (including reasonable attorney's fees and costs of defense), caused by the Village's negligence, errors or omissions in the performance of this Agreement, unless such loss, damage, injury, or loss or damage to property results from or arises out of the negligent acts or omissions by the ENGINEER or its officers, employees or agents. 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 Page 5 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. 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 prior written approval of the other. p. Waiver of Contract Breach The waiver by 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 applicable, 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. 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 Village private property and shall obtain all necessary approvals and permits required from all governmental authorities having jurisdiction over the PROJECT. Pages 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 in section 5, paragraph u ( "Address for Notices "), shall review and respond promptly to all communications received from the other parry. 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: JAMES J. BENES AND ASSOCIATES, INC 950 Warrenville Road Lisle, IL 60532 Attn: Thomas Adomshick, P.E. 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: Village Engineer 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. In no case shall the VILLAGE permit a lapse in required coverage, as noted in App. IV. Said insurance requirements are attached as Appendix IV and made a part of this Agreement. The VILLAGE shall be named as an additional insured. 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. ENGINEER shall submit separate proposals for furnishing these additional Page 7 services. Compensation for such additional services shall be negotiated by the parties and included in thi s Agreement by a written amendment. IN WITNESS WHEREOF, the parties set their hands and seals on the date first written above. VILLAGE OF OAK BROOK A Muni pal Corporation Village President James J. Benes and Associates, Inc. Vice President ATTEST: Page 8 ATTEST: Secretary 9 /L/t4-&kj 1a1U190101% Scope of Services 2012 Water Main Replacement SECTION I: SCOPE OF WATER MAIN DESIGN IMPROVEMENT The 2012 Water Main Replacement project for the Village of Oak Brook consists of replacing existing 6" and 8" water mains on the York Woods subdivision streets listed below, a distance of approximately 8,520 feet. The existing water main within these project limits will be replaced in kind with 6° or 8" C -900 water main plus a conduit with tracer wire. The installation of the new water main is expected to be located under the existing street pavement and to be installed using open cut trench methods. Gate valves and vaults and fire hydrants will be installed on the new water main as required. Existing water services will be replaced up to and including the buffalo boxes. Far side domestic services are intended to be bored where practical. Pavements, driveways, and grassed parkway impacted by the water main construction will be restored. The improvement is planned to be constructed in 2012. The design of the improvements will conform to Village of Oak Brook (the VILLAGE) water main standards, ISPE Standard Specifications for Water and Sewer Main Construction in Illinois, and Illinois Department of Transportation standards and specifications. Approx. 6650 ft. of 6" pipe Chatham Lane: approx 2200 ft. from Windsor Drive to Windsor Drive Croydon Lane: approx 2210 ft. from Windsor Drive to Windsor Drive Sheffield Lane: approx 2240 ft. from south intersection at Windsor Drive to north intersection at Brighton Lane Approx. 1870 ft. of 8" pipe Windsor Drive: approx 1870 ft. from Dover Drive to north end cul -de -sac Based on a preliminary review of the FIRM Map and National Wetlands Inventory mapping, the project limits do not encroach upon or with buffer areas for any special management areas. Therefore wetland delineations and preparation of a tabular stormwater submittal are not included in the scope of services. The ENGINEER will provide assistance with the bidding of the project in the winter of 2012 as part of this contract. The VILLAGE may or may not request the ENGINEER's assistance with construction engineering services; if requested, a separate contract will be entered into for those services. SECTION II: SCOPE OF DESIGN SERVICES A. Field Survey and Inventory: A field survey will be performed within the entire right -of -way as needed to establish existing conditions in the area of the water main construction. Field survey will be performed by Glen D. Krisch Land Surveyor, Inc. See attached proposal for details of scope of survey work. Baselines and benchmarks will be established for plan preparation and construction layout. Items of planimetry (i.e. trees, fences, utilities, etc.) within the area of work will be located. The VILLAGE will provide available existing plans of previous water main and road improvements on the subject streets. Existing utility atlases will be requested from private utility companies with facilities in the project area. Page 1 of 3 APPENDIX I Scope of Services 2012 Water Main Replacement The VILLAGE benchmark system will be used for this project. Bench marks used will be stated on the plans. A benchmark check of all existing VILLAGE benchmarks within the project area will be performed. Any discrepancies will be discussed with the Village to ascertain the correct elevations that will become benchmarks. The existing VILLAGE benchmarks will also be tied into a DuPage County benchmark if one exists within a half mile of the site. A copy of the completed survey data will be provided to the Village in AutoCAD format for use by others in preparing plans for the 2013 roadway improvements. B. Geotechnical Investigations: Coordinate and perform soil borings to explore soil conditions within the area of the proposed water main construction. A total of twelve (12) soil borings extending to a depth of 10 feet will be performed. Geotechnical Investigations will also include a preliminary screening of environmental databases to identify potential for contaminated soils in relation to CCDD requirements. (Testing of soils for presence of contaminants is not included in the scope of services. Soil testing, if required, will be performed as a part of a separate contract.) This soil boring work and screening of environmental databases will be subcontracted to Testing Service Corporation. C. Preliminary Construction Documents: Preliminary construction documents will be prepared that show the planned horizontal alignment, vertical alignment at critical locations and design elements of the proposed water main. The documents will include a title sheet, general notes /summary of quantities, plan and profile drawings, a storm water pollution prevention plan, and construction details. D. Specifications and Cost Estimate: The construction contract documents will be prepared using the current VILLAGE standards and policies, ISPE Standard Specifications for Water and Sewer Main Construction in Illinois, and IDOT Standard Specifications for Road and Bridge Construction. Special provisions will be written for items not covered in the standard specifications. A preliminary engineer's estimate of cost will be prepared. E. Storm Water Management Tabular Submittal: Not included. It is assumed that a storm water submittal is not required for this project. A storm water pollution prevention plan will be provided and the plan and profile sheets will include and erosion and sediment control measures. F. Preliminary Construction Document Review: Preliminary construction documents and papers will be submitted to the VILLAGE. The ENGINEER will attend a coordination meeting to discuss the VILLAGE's review comments. G. Final Construction Documents and Papers: Construction documents and papers will be completed in response to VILLAGE comments. Final design quantities for all construction items will be computed and tabulated. The final plans, specifications and contract bidding documents will be prepared. The final engineer's estimate of construction costs will be prepared. The final plans will be submitted to the applicable utility companies. H. Permit Applications: Water main construction permit application documents will be prepared. and submitted with copies of the plans and specifications to the Illinois Environmental Protection Agency for review and approval. Page 2 of 3 APPENDIX I Scope of Services 2012 Water Main Replacement Preparation of an IEPA Notice of Intent (NOI) form is not included in the scope of services. Submission of a NOI is done after award of the contract and would be a part of construction engineering services under a separate contract. I. Bidding: The ENGINEER will respond to questions from prospective bidders about the intent of the contract documents prior to the bid opening. The ENGINEER will attend the bid opening, evaluate the bids, check references, and make recommendations for the award of the construction contracts. Page 3 of 3 APPENDIX II Compensation Schedule 2012 Water Main Replacement This is a cost plus with a not -to- exceed amount type of Agreement. Compensation will be based on an hourly rate basis with a "Not -To- Exceed" amount of $89,468. This amount shall not be exceeded unless there is a change in the scope, complexity, or character of the work and both parties shall agree in writing. Under these circumstances, adjustments in total compensation to the ENGINEER shall be determined through negotiation between the parties of the Agreement. The estimate of man -hours and costs for each task is provided on the following page. Reimbursement will be at the actual rate for the individuals working on the project. The current ]DOT approved rate for Overhead and Payroll Burden is 140.00 percent (see attached letter) and will be used throughout the life of the Agreement. Direct cost items and other out -of- pocket expenses are estimated and listed on a following page. Reimbursement will be at the actual cost. Documentation for such direct expenses will be submitted with the ENGINEER's invoices. Page 1 of 4 APPENDIX II Compensation Schedule 2012 Water Main Replacement 2012 WaterMain Replacemed VILLAGE OFOAK BROOK DATE: June30,2011 ESTIMATE OF MANHOURS AND COSTS DESIGN PHASE 120111 ENVIRMTL PRINCIPAL ASSOCIATE SPECIALIST ENGR. CATEGORY OF SERVICE A. Field Survey and Invenbry 1 0 2 2 B. GeoteEmi ®I lnvestleatons 1 0 0 2 C. Preliminary Construction Plans 16 a 6 149 D. Spedfi ®lions andCosl Esfimate 4 0 2 48 E. SlomaRter Mgmt Tabular Submital a 0 0 0 R Preliminary COnsL Dawment Review. 4 0 0 8 G. Final Construnion Dorn and Papers 2 0 0 24 H. PemtltApplicifions 2 0 0 16 I. Bidding 2 0 0 12 JAMES J. BENES AND ASSOCIATES, INC. 950 Mi- enville Road. Suite 101 Lisle, Illinois 60532 (830)710-7570 FAX(630)71 &7589 TOTAL TECH. TOTAL DIRECT PAYROLL DIRECT TOTAL _ HOURS PAYROLL COST- COST COST 8 13 $398 $1,097 $19,500 $20.597 0 3 $125 $344 $5,750 $6,094 360 539 $15,133 $41,766 $240 U2,OM 40 94 $2,857 $7,885 $7.885 0 a $0 $0 $0 0 12 $498 $1,374 $1,374 56 82 $2262 $6,243 $230 $6,473 8 26 $836 $2,307 $120 12,427 0 14 $511 $1,410 $1,200 $2,610 TOTAL 32 8 10 261 472 DESIGN (2011) $1,8E8 $342 $395 $8,548 $11,4411 PAYROLL PLUS OVERHEAD RATE OF 140.00% OF DIRECT PAYROLL AND FEE OF 16% OF DIRECT PAYROLL AND OVERHEAD. Page 2 of 4 783 $22.819 $62,428 $27.04a $89,488 $22.619 COST "NOT- TO- FJlCEED" $89,469 APPENDIX II Compensation Schedule 2012 Water Main Replacement Vol 111hois Department of TrarwportaWn 2300 South Dirtsen Parkway I Springfield, III ncis 162764 16140roh 317, 2011 Subject: PRELIMINARY ENGINEERING Consultant Unit Prequalification File Mr. Gary L. Cottingham Itenes, James J. & Assoc., Inc. 950 Warrenville Rd. Suite T01 Lisle, IL 60532- Dear Mr. Cottingham- We have completed our review of the cofparate and financial information portion a.` your "Statement of Experience and Financial Condition" (SEFC) which you submitted far the fiscal year onding December 31, 2010. Your firm's total annual transportation fee capacity will be $4,800,000. Your firrr's payroll burden and fringe expense rate and general and administrative expense rate totaling 140% are approved on a provis onal basis. The sotual rate used in agreement negotiations may be dammined by our Bureau or Budget and Fiscal Management In a pre - award audit. Your firm is required :o report to this office any additions or deletions of your licensed professional staff or any other key personnel that would affect your firm's prequalificatien in a particular category. T9 is report must be submitted within 15 calendar days of the change. Your firm is prequalified until Uecemher 31, 2011. You will b0 given an additional six months from this date to submit the Corporate and Financial Information portion of the "Statement of Experience and Financial Condition" (SEFC) to remain prequalifleo. very truly yours. Janet L. Pisani, P E. Acting Secticn Chief Preliminary Engineering APPENDIX 11 Compensation Schedule 2012 Water Main Replacement DIRECT COST DETAIL Design Phase (2011) Printing of preliminary plans for Village and IEPA $240.00 Printing of final plans for Utility Companies Printing of final permit plans for IEPA $230.00 $120.00 Printing of bidding plan sets and final plan sets for Village $1,200.00 Subsurface soils investigation (soil borings subconsultant - TSC) $5,750.00 Survey (surveying subconsultant — Glen D. Krisch Land Surveyor, Inc.) $19,500.00 Page 4 of 4 APPENDIX III Time Schedule 2012 Water Main Replacement Contract Approval Design Services A. Field Survey and Inventory B. Soil Borings C. Preliminary Construction Documents D. Specifications and Cost Estimate Phases E. Preliminary Review by Village and [EPA Permit Review F. Final Construction Documents and Papers G. Final Permit Submittals H. Bidding Page 1 of 1 July 2011 August 2011 August 2011 Sept. — Oct. 2011 Oct. 2011 Nov. 2011 Dec. 2011 — Jan. 2012 Jan. 2012 Feb. 2012 APPENDIX IV Insurance ENGINEER shall maintain for the term of this Agreement, and for a period of twelve months after the services contracted for hereunder have been com plated, insurance policies covering: 1. Workers Compensation and Employers Liability Insurance: Statutory limits = $500,000 per accident. 2. Comprehensive General Liability Insurance: $1,000,000 per occurrence combined single limit. 3. Comprehensive Automobile Liability Insurance: $1,000,000 combined single limit, any auto. 4. Professional Liability Insurance (errors and omissions): $1,000,000 per claim and in aggregate. 5. Umbrella or excess liability: $1,000,000 per occurrence. If ENGINEER carries Comprehensive General Liability Insurance in an amount of $2,000,000 or greater, this requirement may be waived. 6. ENGINEER will provide the Village with a certificate of insurance showing the Village added to the General Liabi lity Insurance as an additional insured. 7. Coverage shall not be suspended, voided, canceled, or reduced during the term of this agreement. 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 liabi lity of any kind upon the company, its agents or representatives" will be stricken or crossed out. Page 12 June 24, 2011 Mr. Thomas Adomshick, P.E. James J. Benes and Associates, Inc. 950 Warrenville Road Suite 101 Corporetum Office Campus Lisle, Illinois 60532 RE: P.N. 47,265 Geotechnical Exploration Village of Oak Brook 2012 Water Main Replacement Oak Brook, Illinois Dear Mr. Adomshick: TESTING SERVICE CORPORATION Corporate Office: 360 S. Main Place, Carol Stream, IL 60188.2404 630A62.2600 • Fax 630.653.2988 Testing Service Corporation (TSC) is pleased to submit this proposal to provide Geotechnical Engineering Services for the above captioned project. It responds to your email dated June 23, 2011. The objectives of the Geotechnical Study are to explore soil conditions and provide recommendations for design and construction in connection with the proposed water main replacement. Project Description: Our understanding of the project include the following streets: • Chatham Lane: from Windsor Drive to Windsor Drive • Croydon Lane: from Windsor Drive to Windsor Drive • Sheffield Lane: from its south intersection with Windsor to its north intersection with Brighton Lane. • Windsor Drive: from Dover Drive to the north end (cul -de -sac) If the location or type of the proposed structure(s) are changed, TSC should be promptly contacted to determine the relevance of our proposed boring program to the new project configuration. Boring Program: As directed in your email we are proposing to drill twelve (12) soil borings extended to a depth of 10 feet as part of our Geotechnical Exploration. Total drilling footage on this basis is estimated to be about 120 lineal feet. For the purposes of this proposal we have assumed that the boring locations will be accessible to conventional drilling equipment. No provisions have been made for tree /brush clearing or other obstruction removal should borehole access be impeded. No borings are planned inside of existing structures. TSC will utilize personnel trained in layout procedures to stake the borings in the field. Ground surface elevations for each borehole will be determined by level survey methods (benchmark to be Providing a Fall Range of Geotechnical Engineed* Enoironneentai Services, and Construction Materials Engineering & Testing James J. Benes and Associates, Inc. P.N. 47,265 - June 24, 2011 provided). Utility clearance for the borings will be obtained by contacting JULIE (Joint Utility Locating Information for Excavators); secondary and private underground utility lines will have to be marked by the property owner or their agents. Soil samples will be obtained by split -spoon or thin - walled tube methods. Sampling will be performed at 2'Moot intervals for the first 15 feet and not exceed 5 -foot intervals below this level. Representative portions of samples will be sealed, packaged and transported to our laboratory. Groundwater observations will also be made during and following completion of drilling operations. In accordance with the International Building Code (IBC), the Site Class for seismic design is based on average soil properties in the top 100 feet. Where IBC 2006 has been enacted, Site Class D shall be used unless site specific soils information is available. To determine whether Site Class C is a possibility, it would be necessary to extend one (1) of the borings to 100 feet in depth (or rock if encountered shallower). Contact the undersigned for additional details and /or the associated cost. Laboratory Testing: Samples obtained from the borings will be examined by experienced laboratory personnel in order to verify field descriptions as well as to visually classify in accordance with the Unified Soil Classification System. Laboratory testing will include moisture content and dry unit weight determinations as well as measurements of unconfined compressive strength by direct or indirect methods, as appropriate. Other tests deemed to be necessary by TSC's Project Engineer may also be recommended for your approval. Engineering Report: Upon completion of sampling and testing, you will receive an engineering report summarizing Feld and laboratory test data, including a boring location plan and computer generated boring logs. The report will address anticipated soil and groundwater conditions impacting site development, based upon the information obtained from the borings. It will also provide recommendations to guide design and specification preparation pertaining to geotechnical issues relevant to the structure or purpose described in this proposal. These may include the following: • General earthwork and construction considerations. • Remedial work and /or treatment of unstable or unsuitable soil. • Soil bearing support of the pipe and backfill • Methods of excavation. • Anticipation of and management of groundwater. • Material and compaction requirements for trench backfill. As requested TSC will perform a preliminary screening of environmental databases to identify potential for contaminated soils in relation to CCDD requirements. -2- James J. Benes and Associates, Inc. P.N. 47.265 - June 24. 2011 Fees and Scope: In accordance with the Cost Estimate attached, TSC is proposing a not -to- exceed budget amount of Five Thousand Seven Hundred Fifty Dollars ($5,750.00) to provide the Geotechnical Exploration outlined above. Our proposal is based on the understanding that: the boring locations are accessible to a conventional truck or All- Terrain Vehicle (ATV) mounted drill; none of the borings will be located in standing water; and that the work can be performed during standard business hours. Our fee is further subject to this proposal being accepted by you on or before October 31, 2011. Should the study reveal unexpected subsurface conditions requiring a change in scope, you will be contacted before we proceed with further work. Our invoice would then based on the unit rates given in the attached Cost Estimate or as otherwise agreed upon. Please note that our quoted fee does not include plan review as well as excavation, fill, earthwork, footing or foundation observations during construction phases of the project. The project budget should include provision for these services. Consultation, preconstruction meetings or other professional services subsequent to delivery of TSC's report are additional services that will be covered by separate invoice. Closure: The geotechnical services being performed are subject to TSC's attached General Conditions. Unless stated otherwise, TSC fees include all state and federal taxes and permits that may be required. However, they do not include any license, permit or bond fees that local governments may impose. The local fees, if any, will be added to the invoice. Unless we receive written instructions to the contrary, invoices will be sent to: Mr. Thomas Adomshick, P.E. James J. Benes and Associates, Inc. 950 Warrenville Road Suite 101 Corporetum Office Campus Lisle, Illinois 60532 Tel: (630) 719 -7570 Fax: (630) 719 -7589 email: tadomshick @jjbenes.com If this proposal meets with your approval, please indicate your acceptance by signing one copy and returning it to our Carol Stream, Illinois office. When also completing the attached Project Data form, kindly indicate who is to receive copies of TSC's report and other related information. -3- James J. Benes and Associates, Inc. P.N. 47,265 -June 24, 2011 Your consideration of our proposal is appreciated. We look forward to being of service to you on this project. Respectfully submitted, TESTING SERVICE CORPORATION (/ Wichael V. Machalinski, P.E. Vice President MVM:MDB:kw Enc: Cost Estimate General Conditions Project Data Sheet Approved and accepted for (NAME) (DATE) -4- Prepared by, Michael D. Billings Director of Business Development by: James J. Benes and Associates, Inc. P.N. 47,265 - June 24, 2011 COST ESTIMATE Village of Oak Brook 2012 Wafer Main Replacement Oak Brook, Illinois ITEM UNITS QTY RATE COST STAKING AND UTILITY CLEARANCE 1.1 1 Layout Crew Chief Hour 4.0 90.00 $ 360.00 DRILLING AND SAMPLING MOBILIZATION AND DEMOBILIZATION OF DRILL RIG AND CREW 2.1 Drill Mounted on Truck Each F, 450.00 $ 450.00 ADVANCE BOREHOLES BY SOLID OR HOLLOWSTEM AUGER METHODS 2.2 0 - 25 Foot Depth Foot 120.0 14.00 $ 1,680.00 SOIL SAMPLING 2.3 Split -Spoon Procedure/0 - 50, Each 48 20.00 $ 960.00 DRILL CREW PREVAILING WAGE SURCHARGE 3.1 2 Person Drill Crew, Regular Time (Up to 8.0 Hours per Day) Hour 8.0 25.00 $ 200.00 3.2 2 Person Drill Crew, Overtime (Over 8.0 Hours or Saturday) Hour 2.0 35.00 $ 70.00 LABORATORY TESTING 4.1 Examine Samples to Describe by Textural System and Classify Using the Unified Soil Classification System Each 4B 4.00 $ 192.00 4.2 Water Content Determination (Includes Pocket Penetrometer Reading on Cohesive Samples) Each 44 6.50 $ 286.00 4.3 Unconfined Compressive or Torvane Shear Strength of Cohesive Soils Each 16 13.00 $ 208.00 4.4 Dry Unit Weight Determination Each 6 6.50 $ 39.00 ENGINEERING SERVICES 5 1 Prepare Geotechnical Report with Boring Logs and Location Plan Lump Sum 1 800.00 $ 800.00 5.2 Preliminary Screening of Environmental Databases to Identify Potential for Contaminated Soils in Relation to CCDD Requirements Lum Sump 1 500.00 $ 500.00 ESTIMATEDTOTAL: $ 5,745.00 RECOMMENDED BUDGET: $ 5,750.00 -5- TESTING SERVICE CORPORATION 1. PARTIES AND SCOPE OF WORK: If Client Is ordering the services on behalf of another, Client represents and warrants that Client is the duty authorized agent of said parry for the purpose of ordering and directing said services, and in such case file turn 'Client" shall also include the principal for whom the services am being performed. Prices quoted and charged by TSC for he services are predicated on the conditions and the allocations of risks and obligations expressed in these General Conditions. Unless otherwise stated in writing, Client assumes sale responsibility for determining whether the quantity and the nature of the services ordered by Client are adequate and sufficient for Client's Intended purpose. Unless otherwise expressly assumed In writing, TSCS services are provided exclusively fordienLTSC shall have no duty orobligation otherthan those duties and obligations expressly set forth in this Agreement. TSC shall have no duty to any third party. Client shall communicate these General Conditons to each and every parry to whom the Client transmits any report prepared by TSC. Ordering services from TSC shall constitute acceptance of TSC's proposal and these General Conditions. 2 SCHEDULING OF SERVICES: The services set forth in this Agreementwill be accomplished in atimely and workmanlike manner. If TSC is required to delay any part of Its services to accommodate the requests or requirements of Client, regulatory agencies, ar third parties, or due to any cause beyond its reasonable cannot, Client agrees to pay such additional charges, If any, as may be applicable. 3. ACCESS TO SITE: TSC shall take reasonable measures and precautions to minimize damage to the site and any improvements located thereon as a result of its services or the use of its equipment; however, TSC has not included in Its fee the cost of restoration of damage which may occur. If Client desires or requiresTSC to restore the she to its former condition, TSC will, upon written request, perform such additional work as is necessary to do so and Client agrees to pay to TSC the cost thereof plusTSC's normal markup for overhead and profit. 4. CLIENT'S DUTY TO NOTIFY ENGINEER: Client represents and warrants that Client has advised TSC of any known or suspected hazardous materials; utility lines and underground structures at any site at which TSC is to perform services under this agreement & DISCOVERY OF POLLUTANTS: TSCS services shall not Include investigation for hazardous materials as defined by the Resource Conservation Recovery Act, 42 U.S.C.§ 6901, at seq., as amended (`RCRA ") or by any state or. Federal statute or regulation. In the event that hazardous materials am discovered and Identried by TSC, TSC's sole duty shall be to notify Client S. MONITORING: If this Agreement Includes testing construction materials orobserving any aspectof construction of improvements, Client's construction personnel will verify that the pad is property located and sized to meet Client's projected building loads. Client shall cause all tests and Inspections of the site, materials and work to be timely and property performed in accordance with the plaris, specifications, contract documents, and TSC's recommendations. No claims for loss, damage or injury shall be brought againstTSC unless all tests and inspections have been so performed and unless TSCS recommendations have been followed. TSC's services shall not Include determining or implementing the means, methods, techniques or procedures of work done by the comractorjs) being monitored or whose work is being tested. TSC's services shall not include the authority to accept or reject work or to in any manner supervise the work of any contractor. TSC's services or failure to perform same shall not in any way operate or excuse any contractor from the performance of its work in accordance GENERAL CONDITIONS Geotechnical and Construction Services with its contract. 'Contractor" as used herein shall Include subcontractors, suppliers, architects, engineers and construction managers. Information obtalnedfrom borings,observatians and analyses of sample materials shall be reported in formats considered appropriate by TSC unless directed otherwise by Client Such Information is considered evidence, but any inference or conclusion based thereon is, necessarily, an opinion also based on engineering judgment and shall not be construed as a representation of fact Subsurface conditions may not be uniform throughout an entire site and ground water levels may fluctuate due to climatic and other variations. Construction materials may vary from the samples taken. Unless otherwise agreed in writing, the procedures em played by TSC are not designed to detect Intentional concealment or misrepresentation of facts by othem. 7. DOCUMENTS AND SAMPLES: Client Is granted an exclusive license to use findings and reports prepared and issued by TSC and any sub - consultants pursuant to this Agreement for the purpose set forth In TSC's proposal provided that TSC has received payment in full for Its services. TSC and, if applicable, its sub- consultant, retain all copyright and ownership Interests in the reports, boring logs, maps, field data, field notes, laboratory test data and similar documents, and the ownership and freedom to use all data generated by R for any purpose. Unless otherwise agreed In writing, test specimens or samples will be disposed immediately upon completion of the test. All drilling samples or specimens will be disposed sixty (60) days after submission of TSC's report. &TERMINATION: TSCS obligation to provide services maybe terminated by either party upon (n seven days prior written notice. In the event of termination of TSC's services, TSC shall be compensated by Client far all services performed up to and including the termination date, including reimbursable expenses. The terms and conditions of these General Conditions shall survive the termination of TSC's obligation to provide services. &PAYMENT: Clientshall be invoiced periodically for services performed. Client agrees to pay each invoice within thirty (30) days of Its recelpt Client further agrees to pay Interest on all amounts invoiced and not paid a objected to in writing for valid cause within sixty (60) days at the rate of twelve (12 %) perannum (orthe maximum interestrate permitted by applicable law, whichever is the lesser) will paid and TSC's costs of collection of such accounts, Including court costs and reasonable attorney's fees. 10. WARRANTY: TSC's professional services will be performed, its findings obtained and its reports prepared in accordance with these General Conditions and with gemmilywmpted princ'iples and pmcbm. In performing its professional services, TSC will use that degree of rare and skill ordinarilyexerdced undersimilarcimmstances by members of its profession. In performing physical work in pursuit of Its professional services, TSC will use that degree of cam and skill ordinarily used under similar circumstances. This warmly is in lieu of all other warranties or representations, either express or implied. Statements made in TSC reports are opinions based upon engineering judgment and are not to be construed as representations of fact Should TSC or any of Its employees be found to have been negligent In performing professional services orto have made and breached my express or implied warranty, representation or contract Client, all parties claiming through Client and all parties claiming to have in any way relied.upon TSC's services or work agree that the maximum aggregate amount of damages for which TSC, its officers, employees and agents shall be liable Is limited to $50,000 or the total amount of the fee paid to TSC for its services performed with respect to the project, whichever amount is greater. In the eventGientis unwilling orunable to Dmitthe damages forwhich TSC may be liable In accordanoWth the provisions set forth In the preceding paragraph, upon mitten request of Client received within five days of Client's acceptance of TSC's proposal together with payment of an additional fee in the amount of 5 %of TSCS estimated cost for its services (to be adjusted to 5 °% of the amount actually billed by TSC for its services an the project at time of compieflon), the limit on damages shall be increased to $500,000 or the amount of TSC's fee, whichever is the greater. This charge Is not to be construed as being a charge for Insurance of any type, but Is Increased consideration for the exposure to an award of greater damages. 11. INDEMNITY: Subject to the provisions set forth herein, TSC and Giant hembyagmete Indemnify and hold harmless each other and their respectihm shareholders, directors, officers, partners, employees, agents, subsidiaries and division (and each of their helm, successors, and assigns) from any and all claims, demands, liabilities, suds, causes of action, judgments, costs and expenses, Including reasonable attorneys' fees, arising. or allegedly arising, from personal Injury, Including death, property damage, including loss of use themot, due in any mannerto the negligence of either of them or their agents or employees or independent contractors. In the event bath TSC and Client are found to be negligent or alfault,then any liability shall be apportioned between them pursuant toiheir pm role sham of negligence orfauN.TSC and Clientfmther agree thatthelr liability to any third party shall, to the extent permitted by law, be several and not joint. The liabilty ofTSC under this provision shag not exceed the policy limits of insurance carried by TSC. Neither TSC nor Client shall be bound under this Indemnity agreement to liability determined in a proceeding in which It did not participate represented by Its own Independent counsel. The indemnities provided hereunder shall not terminate upon the termination or expiration of this Agreement, but may be modified to the extent at any waiver of subrogation agreed to by TSC and paid for by Client. 12. SUBPOENAS: TSC's employees shall not be retained as expert witnesses except by separate, written agreement Client agrees to pay TSC pursuant m TSCS then current fee schedule for myTSC employee(s) subpoenaed by any party as an occurrence witness as a result of TSC's services. 13. OTHER AGREEMENTS: TSC shall not be bound by any provision or agreement IQ requiring or providing for artidration of disputes or controversies arising out of this Agreement or its periormai gg wherein TSC waives any rights to a mechanics lien or surety bond claim; (iig that conditions TSCS right to receive payment for its services Upon payment to Client by anythird party or (v) that requires TSC to Indemnify any parry beyond as own negligence These General Conditions am notice, where required, thatTSC shall file a lien whenever necessary to collect past due amounts. This Agreement contains the entire understanding between the parties. Unless expressly accepted by TSC in writing prior to delivery of TSC's services, Client shall not add any conditions or Impose conditions which am in conflict with those contained herein, and no such additional or conflicting terms shall be binding upon TSC. The unenforceability or invalidity of any provision or provisions shall not render any other provision or provisions unenforceable or invalid. This Agreement shall be construed and enforced in accordance with the laws or the State of Illinois. In the event of a dispute arising out afar relabng to the performance of this Agreement, the breach thereof or TSC's services, the parties agree to try in good faith to settle the dispute by mediation under the Construction Industry Mediation Rules of the American Arbitration AsendaUon as a condition precedent to filing any demand forarbibation, or any petition or complaint with any court. Paragraph headings &a for convenience only and shall not be construed as limiting the meaning of the provisions contained in these General Conditions. Rev 02,08 KRISCHLAND SURVEYING, LLC P. 0.8 ox 929 Plainfield, Illinois 60544 Phone: (630) 627-5589 / Fax(630)627 -5594 SURVEYING - CONSULTING - CONSTRUCTION LAYOUT July, 18, 2011 Tom Adomshick James J. Benes and Associates 950 Warrenville Road, Suite 101 Lisle, I160532 Re: Oak Brook 2012 Water Main Project Dear Tom, As per your request and per the comments by the Village the following is an itemization for Land Surveying services for the above reference project. topography of full right of way and 10' into private property and 75' along intersecting streets which will include at a minimum, location of all sewer & water structures with rim, invert & pipe sizes, trees with diameters, landscape areas, all driveways and type detailed, t/curb, gutter & c/1 shots on 50' intervals, additional ground shots to develop a tin model for contours and cross sections if needed. - elevations will be to the village benchmark datum and cross checked with DuPage County datum. Permanent bench marks and collection control points will set through out the project area - all work will be coordinated with the public works department and all existing water main markings will be collected and incorporated into the drawing file - the village will be given a one week notice of our start date to coordinate notification to the residents - an electronic file will be provided and it is understood that this data will be used by others for road redevelopment. These services can be provided for a lump sum of $19,500 and the job completed in a four week time frame from our start date. If you should have any questions please do not hesitate to call me. Sincerely, i Michael L. Krisch PLS