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Public Works Packet 2013 11-19-13
car o United City of Yorkville Q A. 800 Game Farm Road EST. �� 1 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 W p Fax: 630-553-7575 cuuMV `�' <CE AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, November 19, 2013 6:00 p.m. City Hall Conference Room Citizen Comments: Minutes for Correction/Approval: October 15, 2013 New Business: 1. PW 2013-51 Autumn Creek Units IA and IC — Subdivision Acceptance and Bond Release 2. PW 2013-52 Briarwood Subdivision—Bond Release 3. PW 2013-53 Raintree Village Units 4, 5, and 6 —Completion of Improvements 4. PW 2013-54 Route 47 ITEP — Street Lighting Project a. IDOT Joint Agreement b. Engineering Services Agreement 5. PW 2013-55 Uncontrolled Intersections 6. PW 2013-56 Capital Improvement Program Old Business: 1. PW 2013-43 Caledonia Letter of Credit Call and Subdivision Completion Update Additional Business: 2013/2014 City Council Goals—Public Works Committee Goal Priority Staff "Road improvement maintenance program" 2 Eric Dhuse "Capital Improvement Planning (River Road Bridge in 2013)" 6 Rob Fredrickson,Eric Dhuse,Bart Olson "Sidewalk improvement maintenance program" 8.5 Eric Dhuse UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, November 19, 2013 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- l. October 15, 2013 ❑ Approved ❑ As presented ❑ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2013-51 Autumn Creek Units IA and 1C— Subdivision Acceptance and Bond Release ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2013-52 Briarwood Subdivision—Bond Release ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2013-53 Raintree Village Units 4, 5, and 6—Completion of Improvements ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2013-54 Route 47 ITEP— Street Lighting Project a. IDOT Joint Agreement b. Engineering Services Agreement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2013-55 Uncontrolled Intersections ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2013-56 Capital Improvement Program ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2013-43 Caledonia Letter of Credit Call ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- A. Co. Reviewed By: Agenda Item Number 4.0 Legal ❑ Minutes Finance ❑ EST. 1836 Engineer ❑ ^�= City Administrator ❑ Tracking Number 1' Human Resources ❑ '$ �v Community Development ❑❑ Police ELE ��"� Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: Minutes of the Public Works Committee—October 15, 2013 Meeting and Date: Public Works—November 19, 2013 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Committee Approval Submitted by: Minute Taker Name Department Agenda Item Notes: Have a question or comment about this agenda item? Call us Monday-Friday,8:00am to 4:30pm at 630-553-4350,email us at agendas@vorkville.il.us post at www.facebook.com/CityofYorkville tweet us at @CityofYorkville,and/or contact any of your elected officials at ham://www;yorkville.il.us/�ov offrcials.php DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, October 15, 2013, 6:00pm Yorkville City Hall, Conference Room 800 Game Farm Road In Attendance: Committee Members Chairman Diane Teeling Alderman Larry Kot Alderman Jackie Milschewski Alderman Ken Koch Other City Officials City Administrator Bart Olson Public Works Director Eric Dhuse Engineer Brad Sanderson Administrative Intern Jeff Weckbach Other Guests: none The meeting was called to order at 6:00pm by Chairman Diane Teeling. Citizen Comments: None Previous Meeting Minutes: September 17, 2013 The minutes were approved as presented. New Business 1. PW 2013-46 Public Works Committee Meeting Dates for 2014 Committee members approved of the dates and time as presented. 2. PW 2013-47 Bristol Avenue Watermain Change Order#1 Engineer Sanderson said this order reflects a closeout of the contract and the work is complete. It is a balancing order and reflects a reduction of$9,963. No further action needed. A presentation will be held on change orders as the Route 47 project progresses. 3. PW 2013-48 Blackberry Woods Letter of Credit Reduction Mr. Sanderson said a punchlist had been done a year ago and a cost estimate compiled. The estimate was $520,192 and the letter of credit is slightly higher. The developer requested a reduction which is $55,968.39. The developer has not completed any work, however, Rush Copley finished some items. Mr. Olson said an annexation agreement amendment will come before the Council soon and other letter of credit reductions are being requested as well. Ms. Milschewski commented that if the City reduces the letters and no work is done, the estimate might be incorrect. Others agreed. Mr. Sanderson said 20% is added to the estimate. This will move to the consent agenda on October 22. Page 1 of 2 4. PW 2013-49 Cannonball Trail LAFO Project Mr. Olson said this is the agreement discussed previously that accelerates the project to 2014/2015. The necessary documents were presented along with an MFT resolution to authorize use of MFT funds. The budget amendment transfers the money from the 2016/2017 budget to 2014/2015. Committee members approved of this and the item will move to the consent agenda. 5. PW 2013-50 Adoption of FEMA Floodplain Maps Bart Olson said that FEMA sends updated maps every few years based on FEMA and City research. The City submitted the East Van Emmon St. research relating to drainage issues and there is now a revised map. These maps must be adopted by ordinance. Ms. Teeling and Mr. Kot inquired if the area was already in the flood plain. The area is thought to be in the flood plain now, however, it was unclear if this area was flood plain on a 2009 map. Mr. Kot asked if residents are notified they are in a flood plain and how it impacts their insurance. Mr. Sanderson said he was not sure how residents are notified and said the changes are highlighted on the map. Alderman Kot asked the City to advise affected residents of the changes. Administrator Olson said one resident already has a copy of the map and is appealing to FEMA. This item moves to the consent agenda. Old Business: 1. PW2013-43 Caledonia Letter of Credit Call and Subdivision Completion Mr. Olson said this item would be tabled until to November since a meeting was held with the developer and they committed to have construction crews start underground work by end of month. Additional Business: Alderman Kot was concerned that the downtown construction zones are marked inadequately. Specifically he said E. Fox St. is not connected to Rt. 47 at this time and motorists could fall off the edge of the street. Ms. Teeling said the entrances to the gas station are not marked well either. And Alderman Milschewski added that business entrances are not flared for ease in turning. Mr. Dhuse said he will make the construction crews aware. He added that permanent paving is to begin in the next few days. He also said IDOT has strict guidelines for pouring concrete in the fall/winter. It was noted that a school bus went off the roadway due to the pavement dropoff. Alderman Koch noted that the situation will worsen as the weather and lighting deteriorate. Mr. Dhuse said he also made the crews aware that the high school Homecoming was this weekend and the roads need to be passable. Ms. Teeling also commented she is glad to see work has begun on the downtown parking lot. There was no further business and the meeting was adjourned at 6:18pm. Minutes respectfully transcribed by Marlys Young Page 2 of 2 Reviewed By: Agenda Item Number Legal 1-1 NIB #1 Finance ❑ EST ''� - 1836 Engineer 0 City Administrator El Tracking Number GHuman Resources ❑ Community Development ❑ PW 2013-51 y� Police ❑ ALE Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: Autumn Creek Units 1A and 1C Meeting and Date: PW Committee—November 19, 2013 Synopsis: Subdivision Acceptance Consideration and Bond Release Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Have a question or comment about this agenda item? Call us Monday-Friday,8:00am to 4:30pm at 630-553-4350,email us at azendas(a yorkville.il.us,post at www.facehook.com/C`ityofYorkville tweet us at @CityofYorkville,and/or contact any ofyour elected officials at http://Www;yorkville.iLus/zov oEicials.php Memorandum EST. _ 1836 To: Bart Olson, City Administrator From: Brad Sanderson, EEI sae p CC: Eric Dhuse, Director of Public Works MndaC ly Krysti Barksdale-Noble, Community Dev. Dir. ALE tL Lisa Pickering, Deputy City Clerk Date: October 30, 2013 Subject: Autumn Creek Units IA& 1C The one-year warranty period for the above referenced project is set to expire on January 8, 2014. We have recently re-visited the site and note that all remaining punchlist items have been addressed. At this time, we are in support of releasing the bonds, which are as follows: Unit IA-Liberty Mutual#268003242 in the amount of$612,990.25 Unit 1C - Liberty Mutual#268003244 in the amount of$207,084.15 Please place this item on the next available Public Works Committee agenda for consideration. 1 200 400 SCALE FEET LEGEND .. SANITARY SEWER STORM SEWER WATER M A AUTUMN CRE K UNIT IB C o /2 y �F � U C O DER WAY JJ D I T fI EMERALD LA `` i 2 i w Y 5 AUTUMN CREEK AUTUMN CREEK - UNIT 1C UNIT IA x Y o �} R kcoPValcxT o xo [rvcwccairvc[N�Lxaaiscs.we DATE:DECEMBER 2112 0 Engineering Enterprises,Inc. UNITED CITY OF YORKVILLE AUTUMN CREEK UNITS 1A AND 1C EXHIBIT B CONSULTING ENGINEENS PROJECT N0: Y01138 h sz:-'e,Rom KENDALL COUNTY, ILLINOIS YORKVILLE, ILLINOIS FILE: Y01138—LOCATION sxao,G-, li,- GC554 - 630.466.6700/ww. �w c 1 1 g N0. DATE REISIONS ISHEET Reviewed By: Agenda Item Number Legal 1-1 NIB #2 Finance ❑ EST ''� - 1836 Engineer 0 City Administrator El Tracking Number GHuman Resources ❑ Community Development ❑ PW 2013-52 y� Police ❑ ALE Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: Briarwood Meeting and Date: PW Committee—November 19, 2013 Synopsis: Acceptance Consideration and Bond Release Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Have a question or comment about this agenda item? Call us Monday-Friday,8:00am to 4:30pm at 630-553-4350,email us at azendas(a yorkville.il.us,post at www.facehook.com/C`ityofYorkville tweet us at @CityofYorkville,and/or contact any ofyour elected officials at http://Www;yorkville.iLus/zov oEicials.php Memorandum EST. _ 1836 To: Bart Olson, City Administrator From: Brad Sanderson, EEI sae p CC: Eric Dhuse, Director of Public Works MndaC ly Krysti Barksdale-Noble, Community Dev. Dir. ALE tL Lisa Pickering, Deputy City Clerk Date: October 30, 2013 Subject: Briarwood The one-year warranty period for the above referenced project is set to expire on December 11, 2013. We have recently re-visited the site and note that there are no new outstanding issues as it relates to the public improvements. Please note that the bond recommended to be released is in the name of the previous developer and at the recent issues regarding grading and erosion control were the result of the builder that had purchased the majority of remaining lots within the development. As we understand it, the grading is now complete and the disturbed area has been seeded. Therefore at this time,we are in support of releasing the bond, Lexon Insurance Co. Bond #1082294 in the amount of$155,000. Please place this item on the next available Public Works Committee agenda for consideration. i a e g § s t F @W - I z ��A WW p p p ] I I W I n L ____—_J - e §6 ® ODDoo B € Ws UZ W \ ®9m tB Reviewed By: Agenda Item Number .'ya �► Legal ■ NB #3 Finance ■ EST ''� - 1836 Engineer ■ City Administrator ■ Tracking Number GHuman Resources ❑ Community Development ■ PW 2013-53 y� Police ❑ ALE Public Works ■ Parks and Recreation ❑ Agenda Item Summary Memo Title: Raintree Village Units 4, 5, and 6—Completion of Improvements Meeting and Date: PW Committee—November 19, 2013 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: N/A Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Bart Olson Administration Name Department Agenda Item Notes: Have a question or comment about this agenda item? Call us Monday-Friday,8:OOam to 4:30pm at 630-553-4350,email us at azendas(a yorkville.il.us,post at www.facehook.com/C`ityofYorkville tweet us at @CityofYorkville,and/or contact any ofyour elected officials at http://Www;yorkville.iLus/zov oEicials.php ♦��D cl i Memorandum To: Public Works Committee EST 1 ism From: Bart Olson, City Administrator cL �--:7- � cc: Date: November 13, 2013 Subject: Raintree Village Units 4, 5, and 6—Engineering Agreements and �E Completion Schedule Summary Approval of an engineering agreement with EEI to manage the completion of the infrastructure in Raintree Village Units 4, 5, and 6. Background The City Council approved an amended annexation agreement for the Raintree Village subdivision in August. One provision of the agreement gave the City unfettered access to the SSA funds for completion of infrastructure and the obligation to complete the infrastructure. In order to complete the infrastructure in Units 4, 5, and 6, the City will need to approve an engineering agreement with EEI(attached). The cost of the engineering agreement will be covered by SSA funds, and is within the City's preliminary project cost estimate. A tentative project schedule is appended to the engineering agreement. While the timing of specific items will not be known for a few more months, we expect the majority of construction to occur during the 2014 construction season. Recommendation Staff recommends approval of the engineering agreement with EEI for the completion of infrastructure within Raintree Village Units 4, 5, and 6. Raintree Village Units 4, 5 and 6—Completion of Public Improvements United City of Yorkville, Kendall County, IL Professional Services Agreement- Design and Construction Engineering THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or "OWNER" and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or"ENGINEER" agrees as follows: A. Services: ENGINEER agrees to furnish to the City the following services: The ENGINEER shall provide any and all necessary engineering services to the City as indicated on the included exhibits. Design and Construction engineering will be provided for the completion of the punch list items identified in the Exhibit 6 (ENGINEER'S Opinion of Probable Construction Cost dated August 8, 2013). Engineering will be in accordance with all City, Illinois Department of Transportation, and Illinois Environmental Protection Agency requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non- terminating party or upon completion of the Services. Upon termination the ENGINEER shall be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to ENGINEER: ENGINEER shall receive as compensation for all work and services to be performed herein, an amount based on the Estimate of Level of Effort and Associated Cost included in Exhibit 3. Design Engineering will be paid for as a Fixed Fee (FF) in the amount of $20,700.00 and Construction Engineering will be paid for Hourly (HR) at the actual rates for services to be performed, currently estimated at $82,734.00. The hourly rates for this project are shown in the attached 2013 Standard Schedule of Charges (Exhibit 5). All payments will be made according to the Illinois State Prompt Payment Act and not less than once every thirty days. D. Changes in Rates of Compensation: In the event that this contract is designated in Section B hereof as an Ongoing Contract, ENGINEER, on or before February 1st of any given year, shall provide written notice of any change in the rates specified in Section C hereof(or on any attachments hereto) and said changes shall only be effective on and after May 1 st of that same year. Raintree Village Units 4, 5 and 6—Completion of Public Improvements United City of Yorkville Professional Services Agreement Design and Construction Engineering E. Ownership of Records and Documents: ENGINEER agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. ENGINEER agrees to keep such information confidential and not to disclose or disseminate the information to third parties without the consent of the City. This confidentiality shall not apply to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, ENGINEER agrees to return all such materials to the City. The City agrees not to modify any original documents produced by ENGINEER without contractors consent. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER's sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER's sole risk and without legal liability to the ENGINEER. F. Governing Law: This contract shall be governed and construed in accordance with the laws of the State of Illinois. Venue shall be in Kendall County, Illinois. G. Independent Contractor: ENGINEER shall have sole control over the manner and means of providing the work and services performed under this agreement. The City's relationship to the ENGINEER under this agreement shall be that of an independent contractor. ENGINEER will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The Contractor certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery : The Contractor certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). Raintree Village Units 4, 5 and 6—Completion of Public Improvements United City of Yorkville Professional Services Agreement Design and Construction Engineering Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500150-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. Barred from Contracting : The Contractor certifies that it has not been barred from contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois Compiled Statutes 5/33E or similar law of another state. Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this contract. The Drug Free Workplace Act requires, in part, that Contractors, with 25 or more employees certify and agree to take steps to ensure a drug free workplace by informing employees of the dangers of drug abuse, of the availability of any treatment or assistance program, of prohibited activities and of sanctions that will be imposed for violations; and that individuals with contracts certify that they will not engage in the manufacture, distribution, dispensation, possession, or use of a controlled substance in the performance of the contract. Non-Discrimination, Certification, and Equal Employment Opportunity : The Contractor agrees_ to comply with applicable provisions of the Illinois Human Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights Rules is specifically incorporated herein. The Contractor shall comply with Executive Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order 11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under this Contract. International Boycott: The Contractor certifies that neither it nor any substantially owned affiliated company is participating or shall participate in an international boycott in violation of the provisions of the U.S. Export Administration Act of 1979 or the regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS 582). Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of the date of completion of this Contract or the date of final payment under the Contract, all books and records relating to the performance of the Contract and necessary to support amounts charged to the City under the Contract. The Contract and all books and records related to the Contract shall be available for review and audit by the City and the Illinois Auditor General. If this Contract is funded from contract/grant funds provided by the U.S. Government, the Contract, books, and records shall be available for review and audit by the Comptroller General of the U.S. and/or the Inspector General of the federal Raintree Village Units 4, 5 and 6—Completion of Public Improvements United City of Yorkville Professional Services Agreement Design and Construction Engineering sponsoring agency. The Contractor agrees to cooperate fully with any audit and to provide full access to all relevant materials. United States Resident Certification: (This certification must be included in all contracts involving personal services by non-resident aliens and foreign entities in accordance with requirements imposed by the Internal Revenue Services for withholding and reporting federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen Resident Alien T Non-Resident Alien The Internal Revenue Service requires that taxes be withheld on payments made to non resident aliens for the performance of personal services at the rate of 30%. Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its Federal Tax Payer Identification Number or Social Security Number is (provided separately) and is doing business as a (check one): Individual Real Estate Agent Sole Proprietorship Government Entity Partnership Tax Exempt Organization (IRC 501(a) only) x Corporation Not for Profit Corporation Trust or Estate Medical and Health Care Services Provider Corp. I. Indemnification: ENGINEER shall indemnify and hold harmless the City and City's agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on account of damage to or destruction of property resulting from the performance of work under this agreement by ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of ENGINEER or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party's negligence, including failure to follow the ENGINEER's recommendations. J. Insurance : The ENGINEER agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attachments. Except for those terms included on the attachments, no additional terms are included as a part of this agreement. All prior understandings and agreements between the parties are merged into this agreement, and this agreement may not be modified orally or in any Raintree Village Units 4, 5 and 6—Completion of Public Improvements United City of Yorkville Professional Services Agreement Design and Construction Engineering manner other than by an agreement in writing signed by both parties. In the event that any provisions of this agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. The list of exhibits is as follows: Exhibit 1: Professional Engineering Services Exhibit 2: Limitation of Authority, Duties and Responsibilities of the Resident Construction Observer Exhibit 3: Estimate of Level of Effort and Associated Cost Exhibit 4: Anticipated Project Schedule Exhibit 5: 2013 Standard Schedule of Charges Exhibit 6: Engineer's Opinion of Probable Construction Costs—Dated 8/8/13 L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the ENGINEER: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 800 Game Farm Road Sugar Grove Illinois 60554 Yorkville, IL 60560 Either of the parties may designate in writing from time to time substitute addresses or persons in connection with required notices. Agreed to this day of , 2013. United City of Yorkville: Engineering Enterprises, Inc.: Gary Golinski Brad Sanderson, P.E. Mayor Vice President Beth Warren Angie Ford City Clerk Executive Assistant EXHIBIT 1 SECTION A - PROFESSIONAL DESIGN ENGINEERING SERVICES For purposes of this Exhibit I and all attachments hereto, the term "contractor" shall not refer to Engineering Enterprises, Inc., but shall instead refer to individuals or companies contracted with, to construct or otherwise manage the project described herein. The ENGINEER shall furnish professional design engineering services as follows: 1. The ENGINEER will attend conferences with the OWNER, or other interested parties as may be reasonably necessary. 2. The ENGINEER will perform the necessary design surveys, accomplish the detailed design of the project, prepare construction drawings, specifications and contract documents, and prepare a final cost estimate based on final design for the entire system. It is also understood that if subsurface explorations (such as borings, soil tests, rock soundings and the like) are required, the ENGINEER will furnish coordination of said explorations without additional charge, but the costs incident to such explorations shall be paid for by the OWNER as set out in Section D hereof. 3. The contract documents furnished by the ENGINEER under Section A-2 shall utilize IEPA endorsed construction contract documents, including Supplemental General Conditions, Contract Change Orders, and partial payment estimates. 4. Prior to the advertisement for bids, the ENGINEER will provide for each construction contract, not to exceed 10 copies of detailed drawings, specifications, and contract documents for use by the OWNER, appropriate Federal, State, and local agencies from whom approval of the project must be obtained. The cost of such drawings, specifications, and contract documents shall be included in the basic compensation paid to the ENGINEER. 5. The ENGINEER will furnish additional copies of the drawings, specifications and contract documents as required by prospective bidders, material suppliers, and other interested parties, but may charge them for the reasonable cost of such copies. Upon award of each contract, the ENGINEER will furnish to the OWNER five sets of the drawings, specifications and contract documents for execution. The cost of these sets shall be included in the basic compensation paid to the ENGINEER. Original documents, survey notes, tracings, and the like, except those furnished to the ENGINEER by the OWNER, are and shall remain the property of the ENGINEER. 6. The drawings prepared by the ENGINEER under the provisions of Section A-2 above shall be in sufficient detail to permit the actual location of the proposed improvements on the ground. The ENGINEER shall prepare and furnish to the OWNER without any additional compensation, three copies of map(s) showing the general location of needed construction easements and permanent easements and the land to be acquired. Property surveys, property plats, property descriptions, abstracting and negotiations for land rights shall be accomplished by the OWNER, unless the OWNER requests, and the ENGINEER agrees to provide those services. In the event the ENGINEER is requested to provide such services, the ENGINEER shall be additionally compensated as set out in Section D hereof. 7. The ENGINEER will attend the bid opening and tabulate the bid proposal, make an analysis of the bids, and make recommendations for awarding contracts for construction. 8. The ENGINEER further agrees to obtain and maintain, at the ENGINEER's expense, such insurance as will protect the ENGINEER from claims under the Workman's Compensation Act and such comprehensive general liability insurance as will protect the OWNER and the ENGINEER from all claims for bodily injury, death, or property damage which may arise from the performance by the ENGINEER or by the ENGINEER's employees of the ENGINEER's functions and services required under this Agreement. 9. The ENGINEER will complete the final plans, specifications and contract documents and submit for approval of the OWNER, and all State regulatory agencies to meet the project schedule(s) as summarized in Exhibit 4: "Anticipated Project Schedule — Raintree Village Units 4, 5 and 6 — Completion of Public Improvements" dated November 8, 2013. 2 SECTION B - PROFESSIONAL CONSTRUCTION ENGINEERING SERVICES The ENGINEER shall furnish professional construction engineering services as follows; 1. The ENGINEER will review, for conformance with the design concept, shop and working drawings required by the construction Contract Documents and indicate on the drawings the action taken. Such action shall be taken with reasonable promptness. 2. The ENGINEER will interpret the intent of the drawings and specifications to protect the OWNER against defects and deficiencies in construction on the part of the contractors. The ENGINEER will not, however, guarantee the performance by any contractor. 3. The ENGINEER will evaluate and determine acceptability of substitute materials and equipment proposed by Contractor(s). 4. The ENGINEER will establish baselines for locating the work together with a suitable number of bench marks adjacent to the work as shown in the contract documents. 5. The ENGINEER will provide general engineering review of the work of the contractor(s) as construction progresses to ascertain that the contactor is conforming to the design concept. (a) ENGINEER shall have authority, as the OWNER's representative, ,to require special inspection of or testing of the work, and shall receive and review all certificates of inspections, testing and approvals required by laws, rules, regulations, ordinances, codes, orders or the Contract Documents (but only to determine generally that their content complies with requirements of, and the results certified indicate compliance with, the Contract Documents). (b) During such engineering review, ENGINEER shall have the authority, as the OWNER's representative, to disapprove of or reject contractor(s)' work while it is in progress if ENGINEER believes that such work will not produce a completed Project that conforms generally to the Contract Documents or that it will prejudice the integrity of the design concept of the Project as reflected in the Contract Documents. 3 6. The ENGINEER will provide resident construction observation. Resident construction observation shall consist of visual inspection of materials, equipment, or construction work for the purpose of ascertaining that the work is in substantial conformance with the contract documents and with the design intent. Such observation shall not be relied upon by others as acceptance of the work. The ENGINEER's undertaking hereunder shall not relieve the contractor of contractor's obligation to perform the work in conformity with the drawings and specifications and in a workmanlike manner; shall not make the ENGINEER an insurer of the contractor's performance; and shall not impose upon the ENGINEER any obligation to see that the work is performed in a safe manner. Exhibit 2 - The Limitations of Authority, Duties and Responsibilities of the Resident Construction Observer is attached to this Agreement. 7. The ENGINEER will cooperate and work closely with representatives of the OWNER. 8. Based on the ENGINEER's on-site observations as an experienced and qualified design professional, on information provided by the Resident Construction Observer, and upon review of applications for payment with the accompanying data and schedules by the contractor, the ENGINEER: (a) Shall determine the amounts owing to contractor(s) and recommend in writing payments to contractor(s) in such amounts. Such recommendations of payment will constitute a representation to OWNER, based on such observations and review, that the work has progressed to the point indicated, and that, to the best of the ENGINEER's knowledge, information and belief, the quality of such work is generally in accordance with the Contract Documents (subject to an evaluation of such work as a functioning whole prior to or upon substantial completion, to the results of any subsequent tests called for in the Contract Documents, and to any other qualifications stated in the recommendation). (b) By recommending any payment, ENGINEER will not hereby be deemed to have represented that exhaustive, continuous or detailed reviews or examinations have been made by ENGINEER to check the quality or quantity of contractor(s)' work as it is furnished and performed beyond the responsibilities specifically assigned to ENGINEER in the Agreement and the Contract Documents. ENGINEER's review of contractor(s)' 4 work for the purposes of recommending payments will not impose on Engineer responsibility to supervise, direct or control such work or for the means, methods, techniques, sequences, or procedures of construction or safety precautions or programs incident thereto or contractor(s) compliance with laws, rules, regulations, ordinances, codes or orders applicable to their furnishing and performing the work. It will also not impose responsibility on ENGINEER to make any examination to ascertain how or for what purposes any contractor has used the moneys paid on account of the Contract Price, or to determine that title to any of the work, materials equipment has passed to OWNER free and clear of any lien, claims, security interests, or encumbrances, or that there may not be other matters at issue between OWNER and contractor that might affect the amount that should be paid. 9. The ENGINEER will prepare necessary contract change orders for approval of the OWNER, and others on a timely basis. 10. The ENGINEER will make a final review prior to the issuance of the statement of substantial completion of all construction and submit a written report to the OWNER. Prior to submitting the final pay estimate, the ENGINEER shall submit the statement of completion to and obtain the written acceptance of the facility from the OWNER. 11. The ENGINEER will provide the OWNER with one set of reproducible record (as-built) drawings, and two sets of prints at no additional cost to the OWNER. Such drawings will be based upon construction records provided by the contractor during construction and reviewed by the resident construction observer and from the resident construction observer's construction data. 12. If State Statutes require notices and advertisements of final payment, the ENGINEER shall assist in their preparation. 13. The ENGINEER will be available to furnish engineering services and consultations necessary to correct unforeseen project operation difficulties for a period of one year after the date of statement of substantial completion of the facility. This service will include instruction of the OWNER in initial project operation and maintenance but will not include supervision of normal 5 operation of the system. Such consultation and advice shall be at the hourly rates as described in the attached Exhibit 5: Standard Schedule of Charges dated January 1, 2013. The ENGINEER will assist the OWNER in performing a review of the project during the 11th month after the date of the certificate of substantial completion. 14. The ENGINEER further agrees to obtain and maintain, at the ENGINEER's expense, such insurance as will protect the ENGINEER from claims under the Workman's Compensation Act and such comprehensive general liability insurance as will protect the OWNER and the ENGINEER from all claims for bodily injury, death, or property damage which may arise from the performance by the ENGINEER or by the ENGINEER's employees of the ENGINEER's functions and services required under this Agreement. 15. The ENGINEER will provide construction engineering services in accordance with the periods summarized in Exhibit 4: "Anticipated Project Schedule — Raintree Village Units 4, 5 and 6 — Completion of Public Improvements" dated November 8, 2013. If the above is not accomplished within the time period specified, this Agreement may be terminated by the OWNER. The time for completion may be extended by the OWNER for a reasonable time if completion is delayed due to unforeseeable cases beyond the control and without the fault or negligence of the ENGINEER. Pursuant to Paragraph D "Changes in Rates of Compensation", the contract shall be designated on-going consistent with the project schedule. 6 SECTION C— COMPENSATION FOR ENGINEERING SERVICES 1. The OWNER shall compensate the ENGINEER for professional design engineering services in the amount of Twenty Thousand seven hundred dollars — Fixed Fee (FF) ($20,700 FF) as summarized on Exhibit 3: "Estimate of Level of Effort and Associated Cost for Professional Engineering Services for Raintree Village Units 4, 5 and 6 — Completion of Public Improvements" dated November 8, 2013. (a) The compensation for the professional design engineering services shall be payable as follows: (1) A sum which does not exceed ninety percent (90%) of the total compensation payable under Section C-1 shall be paid in monthly increments for work actually completed and invoiced, for grant administration and for the preparation and submission to the OWNER and/or IEPA of the construction drawings, specifications, cost estimates and contract documents. (2) A sum which, together with the compensation paid pursuant to Section C-1(a)(1) above, equals one hundred percent (100%) of the total compensation due and payable in accord with Section C-1 above, shall be due immediately after the award of construction contract(s) is approved by the corporate authorities. 2. The OWNER shall compensate the ENGINEER for the construction administration, construction staking, construction observation (including the Resident Construction Observer), and any additional consultation and surveying services on the basis of Hourly Rates (HR) as described on the attached Exhibit 5: Standard Schedule of Charges dated January 1, 2013. The estimated values are included in Exhibit 3: "Estimate of Level of Effort and Associated Cost for Professional Engineering Services for Raintree Village Units 4, 5 and 6 — Completion of Public Improvements" dated November 8, 2013 and are estimated at $82,734 Hourly (HR). (a) The compensation for the construction administration, construction staking, construction observation (including the Resident Construction Observer), and any additional consultation and surveying services shall be payable as follows: 7 (1) A sum which equals any charges for work actually completed and invoiced shall be paid at least once per month. 3. The OWNER shall compensate the ENGINEER for direct expenses as identified in the contract and as noted on Exhibit 3 at the actual cost or hourly cost for the work completed. (1) A sum which equals any charges for work actually completed and invoiced shall be paid at least once per month. 4. The compensation for any additional engineering services authorized by the OWNER pursuant to Section D shall be payable as follows: (a) A sum which equals any charges for work actually completed and invoiced shall be paid at least once per month. 8 SECTION D—ADDITIONAL ENGINEERING SERVICES In addition to the foregoing being performed, the following services may be provided UPON PRIOR WRITTEN AUTHORIZATION OF THE OWNER. 1. Site surveys outside of the project limits and other similar special surveys as may be required. 1 Laboratory tests, well tests, borings, specialized geological soils hydraulic, or other studies recommended by the ENGINEER. 3. Property surveys, detailed description of sites, maps, drawings, or estimates related thereto; assistance in negotiating for land and easement rights. 4. Necessary data and filing maps for litigation, such as condemnation. 5. Redesigns ordered by the OWNER after final plans have been accepted by the OWNER and IEPA. 6. Appearances before courts or boards on matters of litigation or hearings related to the project. 7. Preparation of environmental impact assessments or environmental impact statements. 8. Making drawings from field measurements of existing facilities when required for planning additions or alterations thereto. 9. Services due to changes in the scope of the Project or its design, including but not limited to, changes in size, complexity, schedule or character of construction. 10, Revising studies or reports which have previously been approved by the OWNER, or when revisions are due to cases beyond the control of the ENGINEER. 9 11. Preparation of design documents for alternate bids where major changes require additional documents. 12. Preparation of detailed renderings, exhibits or scale models for the Project. 13. Providing special analysis of the OWNER's needs such as owning and operating analysis, plan for operation and maintenance, OWNER's special operating drawings or charts, and any other similar analysis. 14. The preparation of feasibility studies, appraisals and evaluations, detailed quantity surveys of material and labor, and material audits or inventories by the OWNER. 15. Additional or extended services during construction made necessary by (1) work damaged by fire or other cause during construction, (2) defective or incomplete work of the contractor, and/or (3) the contractor's default on the Construction Contract due to delinquency or insolvency. 16. Providing design services relating to future facilities, systems and equipment which are not intended to be constructed or operated as a part of the Project. 17. Providing other services not otherwise provided for in this Agreement, including services normally furnished by the OWNER as described in Section E — SPECIAL PROVISIONS — Owner's Responsibilities. Payment for the services specified in this Section E shall be as agreed in writing between the OWNER and the ENGINEER prior to commencement of the work. The ENGINEER will render to OWNER for such services an itemized bill, separate from any other billing, once each month, for compensation for services performed hereunder during such period, the same to be due and payable by OWNER to the ENGINEER on or before the 10th day of the following period. Payment for services noted in D shall be at Actual Cost (AC), Fixed Fee (FF) or Hourly (HR). 10 SECTION E - SPECIAL PROVISIONS 1. OWNER'S RESPONSIBILITIES (a) Provide to the ENGINEER all criteria, design and construction standards and full information as to the OWNER's requirements for the Project. (b) Designate a person authorized to act as the OWNER's representative. The OWNER or his representative shall receive and examine documents submitted by the ENGINEER, interpret and define the OWNER's policies and render decisions and authorizations in writing promptly to prevent unreasonable delay in the progress of the ENGINEER's services. (c) Furnish laboratory tests, air and water pollution tests, reports and inspections of samples, materials or other items required by law or by governmental authorities having jurisdiction over this Project, or as recommended by the ENGINEER. (d) Provide legal, accounting, right-of-way acquisition and insurance counseling services necessary for the Project, legal review of the construction Contract Documents, and such auditing services as the OWNER may require to account for expenditures of sums paid to the contractor. (e) Furnish above services at the OWNER's expense and in such manner that the ENGINEER may rely upon them in the performance of his services under this Agreement and in accordance with the Project timetable. (f) Guarantee full and free access for the ENGINEER to enter upon all property required for the performance of the ENGINEER's services under this Agreement. (g) Give prompt written notice to the ENGINEER whenever the OWNER observes or otherwise becomes aware of any defect in the Project or other event which may substantially affect the ENGINEER's performance of services under this Agreement. 11 (h) Protect and preserve all survey stakes and markers placed at the project site prior to the assumption of this responsibility by the contractor and bear all costs of replacing stakes or markers damaged or removed during said time interval. 2. Delegation of Duties - Neither the OWNER nor the ENGINEER shall delegate his duties under this Agreement without the written consent of the other. 3. The ENGINEER has not been retained or compensated to provide design services relating to the contractor's safety precautions or to means, methods, techniques, sequences, or procedures required by the contractor to perform his work but not relating to the final or completed structure. Omitted services include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and any erection methods and temporary bracing. 4. The ENGINEER intends to render his services under this Agreement in accordance with generally accepted professional practices for the intended use of the Project. 5. Since the ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the contractor(s) methods of determining prices, or over competitive bidding or market conditions, his opinions of probable Project Costs and Construction Costs provided for herein are to be made on the basis of his experience and qualifications and represent his best judgment as an experienced and qualified professional engineer, familiar with the construction industry. The ENGINEER cannot and does not guarantee that proposals, bids or actual project or construction cost will not vary from opinions of probable cost prepared by him. If prior to the bidding or negotiating phase OWNER wishes greater assurance as to project or construction costs he shall employ an independent cost-estimator. 6. Access to Records: (a) The ENGINEER agrees to include subsections E-6(b) through E-6(e) below in all contracts and all subcontracts directly related to project services which are in excess of $25,000. 12 (b) The ENGINEER shall maintain books, records, documents and other evidence directly pertinent to performance of Agency loan work under this Agreement consistent with generally accepted accounting standards in accordance with the American Institute of Certified Public Accountants Professional Standards (666 Fifth Avenue, New York, New York 10019; June 1, 1987). The Agency or any of its duly authorized representatives shall have access to such books, records, documents and other evidence for the purpose of inspection, audit and copying. The ENGINEER will provide facilities for such access and inspection. (c) Audits conducted pursuant to this provision shall be in accordance with generally accepted auditing standards. (d) The ENGINEER agrees to the disclosure of all information and reports resulting from access to records pursuant to subsection E-6(b) above, to the Agency. Where the audit concerns the ENGINEER, the auditing agency shall afford the ENGINEER an opportunity for an audit exit conference and an opportunity to comment on the pertinent portions of the draft audit report. The final audit report will include the written comments, if any, of the audited parties. (e) Records under subsection E-6(b) above shall be maintained and made available during performance on Agency loan work under this agreement and until three years from date of final Agency loan audit for the project. In addition, those records which relate to any "dispute" appeal under an Agency loan agreement, or litigation, or the settlement of claims arising out of such performance, costs or items to which an audit exception has been taken, shall be maintained and made available until three years after the date of resolution of such appeal, litigation, claim or exception. 7. Covenant Against Contingent Fees - The ENGINEER warrants that no person or selling agency has been employed or retained to solicit or secure this contract upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee, excepting bonafide employees. For breach or violation of this warranty, the loan recipient shall have the right to annul this agreement without liability or in its discretion to deduct from the contract price or 13 consideration or otherwise recover, the full amount of such commission, percentage, brokerage, or contingent fee. 8. Covenant Against Contingent Fees - The loan recipient warrants that no person or agency has been employed or retained to solicit or secure a PWSLP loan upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee. For breach or violation of this warranty, the Agency shall have the right to annul the loan or to deduct from the loan or otherwise recover, the full amount of such commission, percentage, brokerage, or contingent fee. 9. Certification Regarding Debarment — The ENGINEER certifies that the services of anyone that has been debarred or suspended under Federal Executive Order 12549 has not, and will not, be used for work under this Agreement. 10. Affirmative Action — The ENGINEER agrees to take affirmative steps to assure that disadvantaged business enterprises are utilized when possible as sources of supplies, equipment, construction and services in accordance with the Clean Water Loan Program rules. As required by the award conditions of USEPA's Assistance Agreement with IEPA, the ENGINEER acknowledges that the fair share percentages are 5% for MBEs and 12% for WBEs. 11. The ENGINEER shall not discriminate on the basis of race, color, national origin or sex in the performance of this contract. The contractor shall carry out applicable requirements of 40 CFR Part 33 in the award and administration of contracts awarded under EPA financial assistance agreements. Failure by the contractor to carry out these requirements is a material breach of this contract which may result in the termination of this contract or other legally available remedies. 14 EXHIBIT 2 THE LIMITATIONS OF AUTHORITY, DUTIES AND RESPONSIBILITIES OF THE RESIDENT CONSTRUCTION OBSERVER ARE AS FOLLOWS: 1. The Resident Construction Observer shall act under the direct supervision of the ENGINEER, shall be the ENGINEER's agent in all matters relating to on-site construction review of the contractor's work, shall communicate only with the ENGINEER and the contractor (or contractor's), and shall communicate with subcontractors only through the contractor or his authorized superintendent. The OWNER shall communicate with the Resident Construction Observer only through the ENGINEER. 2. The Resident Construction Observer shall review and inspect on-site construction activities of the contractor relating to portions of the Project designed and specified by the Engineer as contained in the Construction Contract Documents. 3. Specifically omitted from the Resident Construction Observer's duties is any review of the contractor's safety precautions, or the means, methods, sequences, or procedures required for the contractor to perform the work but not relating to the final or completed Project. Omitted design or review services include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and any erection methods and temporary bracing. 4. The specific duties and responsibilities of the Resident Construction Observer are enumerated as follows: (a) Schedules: Review the progress schedule, schedule of Shop Drawing submissions and schedule of values prepared by contractor and consult with ENGINEER concerning their acceptability. (b) Conferences: Attend preconstruction conferences. Arrange a schedule of progress meetings and other job conferences as required in consultation with ENGINEER and notify those expected to attend in advance. Attend meetings and maintain and circulate copies of minutes thereof. 15 (c) Liaison: (1) Serve as ENGINEER's liaison with contractor, working principally through contractor's superintendent and assist him in understanding the intent of the Contract Documents. (2) Assist ENGINEER in serving as OWNER's liaison with contractor when contractor's operations affect OWNER's on-site operations. (3) As requested by ENGINEER, assist in obtaining from OWNER additional details or information, when required at the job site for proper erection of the work. (d) Shop Drawings and Samples: (2) Receive and record date of receipt of Shop Drawings and samples. (3) Receive samples which are furnished at the site by contrctor, and notify ENGINEER of their availability for examination. (3) Advise ENGINEER and contractor or its superintendent immediately of the commencement of any work requiring a Shop Drawing or sample submission if the submission has not been approved by ENGINEER. (e) Review of Work, Rejection of Defective Work, Inspections and Tests: (1) Conduct on-site inspection of the work in progress to assist ENGINEER in determining if the work is proceeding in accordance with the Contract Documents and that completed work will conform to the Contract Documents. (2) Report to ENGINEER whenever he believes that any work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or does not meet the requirements of any inspections, test or approval required to be made or 16 has been damaged prior to final payment; and advise ENGINEER when he believes work should be corrected or rejected or should be uncovered for inspection, or requires special testing, inspection or approval. (3) Verify that tests, equipment and systems start-ups, and operating and maintenance instructions are conducted as required by the Contract Documents and in presence of the required personnel, and that contractor maintains adequate records thereof; observe, record and report to ENGINEER appropriate details relative to the test procedures and start-ups. (4) Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the outcome of these inspections and report to ENGINEER. (f) Interpretation of Contract Documents: Transmit to contractor ENGINEER's clarifications and interpretations of the Contract Documents. (g) Modifications: Consider and evaluate contractor's suggestions for modifications in Drawings or Specifications and report them with recommendations to ENGINEER. (h) Records: (1) Maintain at the job site orderly files for correspondence, reports of job conferences, Shop Drawings and samples submissions, reproductions of original Contract Documents including all addenda, change orders, field orders, additional drawings issued subsequent to the execution of the Contract, ENGINEER's clarifications and interpretations of the Contract Documents, progress reports, and other Project related documents. (2) Keep a diary or log book, recording hours on the job site, weather conditions, data relative to questions of extras or deductions, list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors, daily 17 activities, decisions, observations in general and specific observations in more detail as in the case of observing test procedures. Send copies to ENGINEER. (4) Record names, addresses and telephone numbers of all contractor's, subcontractors and major suppliers of materials and equipment. (i) Reports: (1) Furnish ENGINEER periodic reports as required of progress of the work and contractor's compliance with the approved progress schedule and schedule of Shop Drawing submissions. (2) Consult with ENGINEER in advance of schedule major tests, inspections or start of important phases of the work. (3) Report immediately to ENGINEER upon the occurrence of any accident. (j) Payment Requisitions: Review applications for payment with contractor for compliance with the established procedure for their submission and forward them with recommendations to ENGINEER, noting particularly their relation to the schedule of values, work completed and materials and equipment delivered at the site but not incorporated in the work. (k) Certificates, Maintenance and Operating Manuals: During the course of the work, verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by contractor are applicable to the items actually installed; and deliver this material to ENGINEER for his review and forwarding to OWNER prior to final acceptance of the work. (1) Completion: (1) Before ENGINEER issues a Statement of Substantial Completion, submit to contractor a list of observed items requiring completion or correction. is (2) Conduct final review in the company of ENGINEER, OWNER and contractor and prepare a final list of items to be completed or corrected. (3) Verify that all items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance. 19 EXHIBIT 3 _ ESTIMATE OF LEVEL OF EFFORT AND ASSOCIATED COST FOR PROFESSIONAL ENGINEERING SERVICES FOR RAINTREE VILLAGE UNITS 4,5 AND 6-COMPLETION OF PUBLIC IMPROVEMENTS United City of Yorkville,Kendall County,IL November 8,2013 ENTITY: ENGINEERING SURVEYING DRAFTING ADMI14 WORK PRINCIPAL SENIOR SENIOR SENIOR SENIOR IT COST WORK PROJECT ROLE: IN PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT CAD PROJECT HOUR PER REM CHARGE MANAGER ENG.11 ENG.I MANAGER SURVEYOR 1 TECHNICIAN MANAGER TECHNICIAN A_DMIN. SUMM. REM NO. 'WORK ITEM HOURLY RATE: $171 $150 $138 5129 $150 $129 $108 $129 $117 S78 2.1 protect Mana nt and Administation 8 16 24 _8 3.768 2.2 Proiect Meetin s 3 5 2 10 $ 1,521 2.3 Contract Documents 4 30 43 3 15 2 97 $ 13,029 2.4 Biddina and Contracting 1 1 12 5 18 $ 2.361 ---_- - Final Engineering 5.Ubto?al: 15 631 45 - - -1 31 17 7 i491 5 20.6 Tv a 31 OgnlrarPtl Adminis7a0gn 22 35 29 _ - - - 3 89 $ 12.987 3-.2 Observation and Documentation 81 20 505 3.. 536 $ 69,747 Construction Engineering SUDIll W 1 534 e^ bb—db 82, DIRECT EXPENSES LABOR SUMMARY Prinlift= c Soo Eronwrog E - S 100.257 5 Ines 8 MiSC.- $ Sure E es= S Matenal Tess = S 5,900 Drafe Expenses= S 2,142 N Tommo= 5 Administrative E"r�,5es= $ 1,414 DIRECT EXPENSES= $ 5,500 TOTAL LABOR EXPEN S. $ 1 S& TOTAL EXPENSES= S 108,913 EXHIBIT 4 ANTICIPATED PROJECT SCHEDULE RAINTREE VILLAGE UNITS 4,5 AND 6-COMPLETION OF PUBLIC IMPROVEMENTS 0 United City of Yorkville,Kendall County,IL November 8,2013 WORK Year. 2013 2014 IYEM Month: December January I February March April May June Juky August September NO. WORK REM Week Stariing: 1 8 115 122 128 S 112119 26 2 8 16 23 2 9 116123130 6 113120 27 4 11 16 25 1 8 15 22 28 6�13 20 27 3 i 10 17 24 31 7 i4 21 28 2.1 Project Managemert and Administration 2.2 Project Meetings 2.3 Contract Documents 2.4 Bidding and Contracting CONSTRLICTION ENGINEERING 3.1 Contract Administration 3.2 Observation and Documentation G:ftb1\YwknIb12D-01320-DG�YAwY2+tpp9ll♦:LC9I-'Y/.q ao.�Ny,r Legend Project Management&Administration _ Bidding and Contracting f Meetings Contract Adminstration Contract Documents Construction EXHIBIT 5 Standard Schedule of , January 1, 2013 EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Senior Principal E-4 $171.00 Principal E-3 $171.00 Senior Project Manager E-2 $165.00 Project Manager E-1 $150.00 Senior Project Engineer/Planner/Surveyor II P-6 $138.00 Senior Project Engineer/Planner/Surveyor I P-5 $129.00 Project Engineer/Planner/Surveyor P-4 $117.00 Senior Engineer/Planner/Surveyor P-3 $108.00 Engineer/Planner/Surveyor P-2 $ 99.00 Associate Engineer/Planner/Surveyor P-1 $ 88.00 Senior Project Technician II T-6 $129.00 Senior Project Technician I T-5 $117.00 Project Technician T-4 $108.00 Senior Technician T-3 $ 99.00 Technician T-2 $ 88.00 Associate Technician T-1 $ 78.00 Administrative Assistant A-3 $ 78.00 CREW RATES, VEHICLES AND REPROGRAPHICS 1 Man Field Crew with Standard Survey Equipment $141.00 2 Man Field Crew with Standard Survey Equipment $219.00 1 Man Field Crew with FITS or GPS * $174.00 2 Man Field Crew with RTS or GPS * $252.00 Vehicle for Construction Observation $15.00 In-House Scanning and Reproduction $0.25/Sq. Ft. (Black&White) $1.00/Sq. Ft. (Color) 'RTS=Robotic Total Station/GPS=Global Positioning System Road,52 Wheeler •. Grove, 60554 • 1 466-6700 • 1 466-6701 fax — www.eeiw'• • EXHIBIT 6 I JOB NO: Y01320 PREPARED BY: BPS DATE: August 8,2013 PROJECT TITLE: Raintree Villa e-Units 4,5,and 6 Engineer's Opinion of Probable Construction Cost ITEM UNIT NO. ITEM UNIT QUANTITY PRICE AMOUNT 1 CONSTRUCTION DEBRIS REMOVAL LS 1 $ 5,000.00 $ 5,000.00 2 STRUCTURE ADJUSTMENT-SANITARY EACH 4 $ 300.00 $ 1,200.00 3 CHIMNEY SEAL REPLACEMENT EACH 5 $ 500.00 $ 2,500.00 4 RESET FRAME AND/OR ADJUSTING RINGS-SANITARY EACH 3 $ 300.00 $ 900.00 5 INSTALL,REINSTALL OR REPAIR FILLETS IN STORM STRUCTURE EACH 299 $ 75.00 $ 22,425.00 6 FRAME REPLACEMENT EACH 2 $ 750.00 $ 1,500.00 7 STRUCTURE CLEANING-STORM EACH 56 $ 100.00 $ 5,600.00 8 PIPE GROUTING-STORM EACH 34 $ 150.00 $ 5,100.00 9 BENCH REPAIR-STORM EACH 2 $ 100.00 $ 200.00 10 IFRAME ADJUSTMENT/REALIGNMENT-STORM EACH 9 $ 200.00 $ 1,800.00 11 SILT BASKET REMOVAL EACH 1 $ 75.00 $ 75.00 12 PROVIDE INLET PROTECTION EACH 2 $ 250.00 $ 500.00 13 MANHOLE REPAIR EACH 1 $ 750.00 $ 750.00 14 MANHOLE LID REPLACEMENT-STORM EACH 2 $ 500.00 $ 1,000.00 15 PAINT FIRE HYDRANT LS 1 $ 7,500.00 $ 7,500.00 16 FIRE HYDRANT REPAIR EACH 2 $ 500.00 $ 1,000.00 17 FIRE HYDRANT ADJUSTMENT/ALIGNMENT LS 1 $ 5,000.00 $ 5,000.00 18 VALVE BOX ADJUSTMENT/RESETTING EACH 13 $ 300.00 $ 3,900.00 19 VALVE BOX REPAIR EACH 6 $ 200.00 $ 1,200.00 20 VALVE VAULT CLEANING i EACH 2 $ 500.00 $ 1,000.00 21 WHIP REMOVAL EACH 2 $ 100.00 $ 200.00 22 FRAME ADJUSTMENT/REALIGNMENT-VALVE VAULTS EACH 6 $ 200.00 $ 1,200.00 23 'VALVE VAULT REPAIR EACH 2 $ 750.00 $ 1,500.00 24 (REMOVE AND REPLACE B6.12 CURB AND GUTTER FOOT 718 $ 35.00 $ 25,130.00 25 MISC.CURB REPAIR-EPDXY LS 1 $ 10,000.00 $ 10,000.00 26 'CLASS"D"PATCHES,4" SY 1,472 $ 40.00 $ 58,880.00 27 -HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT SY 300 $ 20.00 $ 6,000.00 28 11BITUMINOUS MATERIALS(PRIME COAT) GAL 8,860 $ 1.50 $ 13,290.00 29 HOT-MIX ASPHALT SURFACE COURSE,MIX C,N50 TON 5,950 $ 70.00 $ 416,500.00 30 ROADWAY EDGE SEALER LEIS 10,850 $ 2.50 $ 27,125.00 31 PAVEMENT MARKINGS LS 1 $ 5,000.00 $ 5,000.00 32 TRAFFIC CONTROL SIGNAGE AND POSTS LS 1 $ 10,000.00 $ 10,000.00 33 STREET LIGHT REPAIR-UNITS 4&5 LS 1 $ 7,500.00 $ 7,500.00 34 STREET LIGHT INSTALLATION-UNIT 4 EACH 15 $ 4,500.00 $ 67,500.00 35 STREET LIGHT INSTALLATION-UNIT 5 EACH 5 $ 4,500.00 $ 22,500.00 36 STREET LIGHT INSTALLATION-UNIT 6 EACH 25 $ 5,000.00 $ 125,000.00 37 TREE REMOVAL AND REPLACEMENT LS 1 $ 5,000.00 $ 5,000.00 38 INSTALL COMMON LANDSCAPING-UNIT 6 LS 1 $ 69,935.00 $ 69,935.00 SUB-TOTAL ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST $ 940,410.00 ENGINEERING AND CONTINGENCY-20% $ 188,080.00 TOTAL ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST $ 1,128,490.00 G:\Public\Yorkville\2013\YO1320-DG Raintree VillageTWExhibit 6-EOPC x's Reviewed By: Agenda Item Number Legal 1-1 NIB #4 Finance ❑ EST ''� - 1836 Engineer 0 City Administrator El Tracking Number GHuman Resources ❑ Community Development ❑ PW 2013-54 y� Police ❑ ALE Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: IL Rt 47 ITEP— Street Lighting Meeting and Date: PW Committee—November 19, 2013 Synopsis: Agreement Consideration Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Have a question or comment about this agenda item? Call us Monday-Friday,8:00am to 4:30pm at 630-553-4350,email us at azendas(a yorkville.il.us,post at www.facehook.com/C`ityofYorkville tweet us at @CityofYorkville,and/or contact any ofyour elected officials at http://Www;yorkville.iLus/zov oEicials.php Q Memorandum �` To: Public Works Committee Esr. 1836 From: Bart Olson, City Administrator Date: November 13, 2013 I<LYFLl1 Cc.city ALE ►�-�' Subject: ITEP Downtown Grant Summary Approval of a grant agreement and engineering agreement for the ITEP Downtown/Street Lighting grant project. Background The City applied for an ITEP Downtown Streetscape Grant in May 2012, and was notified earlier this year that the grant application had been successful. The original grant application was for a $932,700 project, of which we were committing $393,430 in local funds and seeking $539,270 in federal grants. Some of the items that we applied for were ruled ineligible for funding (benches, trash cans,planters,plantings ($128,000), and some items increased in unit cost (street lights are now $13,000 per light, as opposed to an estimate of$10,000 at time of grant application). The approved project costs are included in the packet from Mr. Sanderson. In total, the project will be $822,071, with $329,864 coming from the City and$492,270 from the grant. Out of the 40 street and pedestrian lights, 17 of them are in the TIF District. Additionally, a proportion of the costs associated with the electric lines (4,463 linear feet), the traffic control and protection and mobilization and 42% of the engineering costs can be attributed to the TIF district. In total, there are $340,000 in TIF eligible costs within the project, which means the City can pay it's entire $329,864 local share with TIF funds. The project is currently funded in the FY 17 and FY 18 budget, out of the City-wide capital funds. For cost efficiency purposes, staff is recommending that we accelerate the project to FY 15 and FY 16 to take advantage of the Route 47 construction crews that are already in town. In order to do that, we would need an approved engineering and grant agreement by the end of this calendar year, and we would need to approve the FY 15 budget with the project expenses included. While this recommendation is preliminary, it would be my recommendation to take advantage of the TIF eligible costs and charge the entire local share out of the TIF fund. The FY 13 year-end balance is $247,000 in the downtown TIF fund, and I would expect that number to increase in FY 14 due to the unexpected increase in property taxes within the TIF. Even if the City has to cause the downtown TIF fund to go into deficit in the short term for this project, I recommend that we take advantage of the grant funding and accelerate the project. Recommendation Staff recommends approval of the draft engineering agreement and grant agreements. Memorandum v J '� 'n To: Bart Olson, City Administrator EST 1839 From: Brad Sanderson, EEI CC: Krysti Barksdale-Noble, Community Development Director Eric Dhuse, Director of Public Works xWS Cwm' Date: November 6, 2013 Subject: IL Rt 47 ITEP—Street Lighting As you are aware, the City was awarded an Illinois Transportation Enhancement Program (ITEP) Grant for street lighting along IL Rt 47 in the amount of$491,270 on February 13, 2013 (see attached). As part of the grant award, ITEP requires that the awarded community proceed with Engineering within one year of the grant award (Sunset Clause). Accordingly, we have been coordinating with the IDOT District 3 offices in regards to proceeding with the project. Attached you will find the joint agreement prepared by IDOT that describes the funding for Phase I and Phase II Engineering. Please note that the grant will cover 80% of these expenditures up to $48,800. The local commitment for this portion is $12,200. We have also included a summary table that indicates the proposed funding for the entire project. In addition, we have attached our Phase I and Phase II Engineering Agreement for consideration. IDOT has requested that both the Joint Agreement and Engineering Agreement be processed at the same time. The anticipated schedule for the project is to complete the Phase I and II Engineering in 2014 and to possibly bid and construct the project in early 2015. The construction schedule will depend on the current IL Rt 47 project being undertaken by D Construction. Please place this on an upcoming Public Works Committee Agenda for consideration of approving the Joint Agreement and Engineering Agreement. If you have any further questions or need additional information, please call. Illinois Department of Transportation Office of the Secretary 2300 South Dirksen Parkway!Springfield, Illinois/62764 Telephone 217/782-5597 February 13, 2013 Ms. Laura Schraw 800 Game Farm Road Yorkville, Illinois 60140 Dear Ms. Schraw: The Illinois Department of Transportation is pleased to inform you that Governor Pat Quinn has approved Illinois Transportation Enhancement Program (ITEP) funding for the city of Yorkville, Project#320010, Downtown Streetscape Improvements (Route 47). The ITEP commitment for this project will not exceed $491,270 in federal funds, pending a more detailed project review, to determine eligible federal costs. We received 328 project applications requesting over$450 million. The high level of interest in this program made it very competitive. Please contact Mr. Don Ernat, District Three, Bureau of Local Roads and Streets in Ottawa by telephone at (815) 434-8402, in the near future to discuss program requirements and preparation of any agreements and/or contracts. Projects within a Metropolitan Planning Organization (MPO) planning boundary are required to be listed in the local MPO's Transportation Improvement Program (TIP). Sponsoring agencies must coordinate with local MPO's to ensure your project is included in the TIP. Congratulations on your successful application. If you have questions, please feel free to visit our ITEP website at www.dot.il.gov/opp/itep.html. You will find a listing of"Frequently Asked Questions," and additional questions can be submitted through the website. We are looking forward to working with you to improve the quality of life for Illinois citizens through ITEP. Sincerely, Ann L. Schneider Secretary Estimate of Cost (Full Project) for ITEP - Illinois Route 47 Streetscape Lighting Project United City of Yorkville ORIGINAL IMPROVEMENTS PLUS BRIDGE LIGHTING ITEM TOTAL FEDERAL FEDERAL LOCAL NO. ITEM DESCRIPTION UNIT QUANTITY COST COST SHARE COST COST 1 STREET LIGHT ASSEMBLY EACH 40 $13,000.00 $ 520,000.00 50% $ 260,000.00 $ 260,000.00 2 PEDESTRIAN LEVEL LIGHTING EACH 40 $ 3,000.00 $ 120,000.00 80% $ 96,000.00 $ 24,000.00 3 ELECTRICAL SERVICE INSTALLATION EACH 0 $ 3,000.00 $ - 50% $ - $ - 4 LIGHTING CONTROLLER EACH 0 $ 8,000.00 $ - 50% $ - $ - 5 600V,2-1/C NO.6, 1/C NO.6 GROUND(XLP-TYPE USE)1"DIA. FOOT 10,500 $ 3.00 $ 31,500.00 50% $ 15,750.00 $ 15,750.00 6 ELEC CABLE IN CONDUIT,600V,(XLP-TYPE USE)3-1/C NO.2 FOOT 0 $ 10.00 $ 50% $ - $ - 7 TRAFFIC CONTROL AND PROTECTION L SUM 1 $20,000.00 $ 20,000.00 80% $ 16,000.00 $ 4,000.00 8 MOBILIZATION L SUM 1 $30,000.00 $ 30,000.00 80% $ 24,000.00 $ 6,000.00 9 COMED SERVICE EACH 0 $25,000.00 $ - 0% $ - $ - 10 BENCHES EACH 0 $ 2,000.00 $ - 0% $ - $ 11 TRASH CANS EACH 0 $ 1,000.00 $ - 0% $ - $ 12 PLANTERS EACH 0 $ 2,000.00 $ 80% $ $ 13 PERENNIALS L SUM 0 $28,000.00 $ - 80% $ - $ - TOTAL PROJECT CONSTRUCTION SUB-TOTAL $ 721,500.00 $ 411,750.00 $ 309,750.00 PHASE I ENGINEERING $ 19,798.61 80% $ 15,838.89 $ 3,959.72 PHASE II ENGINEERING $ 40,772.71 80% $ 32,618.17 $ 8,154.54 PHASE III ENGINEERING $ 40,000-00 80% $ 32.000.00 $ 8,000.00 PROJECT TOTAL $ 822,071.32 $ 492,207.06 $ 329,864.26 Available Federal Funding $ 491,270.00 Approximate Local Share $ 330,8011.32 Note: 1.ITEMS 3,4&9 ARE BEING INSTALLED AS PART OF THE[DOT RTE 47 PROJECT 2.ITEMS 10-13 HAVE BEEN REMOVED TO TO FUNDING INELIGIBILITY. Illinois Department Local Agency State Contract Day Labor Local Contract RR Force Account of Transportation City of Yorkville x Local Agency Agreement $ection Fund Type ITEP and/or SRTS Number for Federal Participation 13-00043-00-LS STE 320010 Construction En in ering Right- f-Wa Job Number Project Number Job Number Project Number Job Number Project Number P-93-015-14 TE-OOD3(084) This Agreement is made and entered into between the above local agency hereinafter referred to as the"LA"and the state of Illinois, acting by and through its Department of Transportation, hereinafter referred to as"STATE". The STATE and LA jointly propose to improve the designated location as described below. The improvement shall be constructed in accordance with plans approved by the STATE and the STATE's policies and procedures approved and/or required by the Federal Highway Administration hereinafter referred to as"FHWA". Location Local Name IL RT 47/Bridge Street Route FAP 0326 Length 0.98 Mile Termini School House Road/IL 126 to Somonauk Street Current Jurisdiction State of Illinois Existing Structure No N/A Project Description Engineering services for the design of downtown streetscape improvements including street and pedestrian lighting along Bridge Street(ll RT 47). Division of Cost Type of Work STE % STATE % LA % Total Participating Construction ( ) f ) ( 1 Non-Participating Construction ( } ( } { ) Preliminary Engineering 48,800 ( } { J 12,200 { BAL ) 61,000 Construction Engineering ( ) ( } { } Right of Way ( ) { 3 ( } Railroads ( } [ } 4 ) Utilities Materials TOTAL $ 48,800 $ $ 12,200 $ 61,000 *80% STE funds not to exceed$48,800 NOTE: The costs shown in the Division of Cost table are approximate and subject to change. The final LA share is dependent on the final Federal and State participation. The actual costs will be used in the final division of cost for billing and reimbursment. If funding is not a percentage of the total,place an asterisk in the space provided for the percentage and explain above. Local Agency Appropriation By execution of this Agreement,the LA is indicating sufficient funds have been set aside to cover the local share of the project cost and additional funds will be appropriated, if required,to cover the LA's total cost. Method of Financing (State Contract Work) METHOD A---Lump Sum (80%of LA Obligation) METHOD B--- Monthly Pavments of METHOD C---LA's Share divided by estimated total cost multiplied by actual proqress pavment. (See page two for details of the above methods and the financing of Day Labor and Local Contracts) Printed on 11/5/2013 Page 1 of 5 BLR 05310(Rev.09/17/13) Agreement Provisions THE LA AGREES: (1) To acquire in its name,or in the name of the state if on the state highway system, all right-of-way necessary for this project in accordance with the requirements of Titles II and III of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, and established state policies and procedures. Prior to advertising for bids, the LA shall certify to the STATE that all requirements of Titles II and III of said Uniform Act have been satisfied. The disposition of encroachments, if any,will be cooperatively determined by representatives of the LA, and STATE and the FHWA, if required. (2) To provide for all utility adjustments, and to regulate the use of the right-of-way of this improvement by utilities,public and private, in accordance with the current Utility Accommodation Policy for Local Agency Highway and Street Systems. (3) To provide for surveys and the preparation of plans for the proposed improvement and engineering supervision during construction of the proposed improvement. (4) To retain jurisdiction of the completed improvement unless specified otherwise by addendum (addendum should be accompanied by a location map). If the improvement location is currently under road district jurisdiction, an addendum is required. (5) To maintain or cause to be maintained, in a manner satisfactory to the STATE and FHWA,the completed improvement, or that portion of the completed improvement within its jurisdiction as established by addendum referred to in item 4 above. (6) To comply with all applicable Executive Orders and Federal Highway Acts pursuant to the Equal Employment Opportunity and Nondiscrimination Regulations required by the U.S. Department of Transportation. 7) To maintain,for a minimum of 3 years after the completion of the contract, adequate books, records and supporting documents to verify the amounts, recipients and uses of all disbursements of funds passing in conjunction with the contract;the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the department; and the LA agrees to cooperate fully with any audit conducted by the Auditor General and the department; and to provide full access to all relevant materials. Failure to maintain the books, records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. (8) To provide if required,for the improvement of any railroad-highway grade crossing and rail crossing protection within the limits of the proposed improvement. (9) To comply with Federal requirements or possibly lose(partial or total) Federal participation as determined by the FHWA. (10) (State Contracts Only) That the method of payment designated on page one will be as follows: Method A- Lump Sum Payment. Upon award of the contract for this improvement, the LA will pay to the STATE, in lump sum, an amount equal to 80%of the LA's estimated obligation incurred under this Agreement, and will pay to the STATE the remainder of the LA's obligation (including any nonparticipating costs) in a lump sum, upon completion of the project based upon final costs. Method B- Monthly Payments. Upon award of the contract for this improvement,the LA will pay to the STATE, a specified amount each month for an estimated period of months,or until 80%of the LA's estimated obligation under the provisions of the Agreement has been paid, and will pay to the STATE the remainder of the LA's obligation (including any nonparticipating costs) in a lump sum, upon completion of the project based upon final costs. Method C- Progress Payments. Upon receipt of the contractors first and subsequent progressive bills for this improvement,the LA will pay to the STATE, an amount equal to the LA's share of the construction cost divided by the estimated total cost, multiplied by the actual payment(appropriately adjusted for nonparticipating costs) made to the contractor until the entire obligation incurred under this Agreement has been paid. (11) (Day Labor or Local Contracts) To provide or cause to be provided all of the initial funding, equipment, labor, material and services necessary to construct the complete project. (12) (Preliminary Engineering) In the event that right-of-way acquisition for, or actual construction of the project for which this preliminary engineering is undertaken with Federal participation is not started by the close of the tenth fiscal year following the fiscal year in which this agreement is executed,the LA will repay the STATE any Federal funds received under the terms of this Agreement. (13) (Right-of-Way Acquisition) In the event that the actual construction of the project on this right-of-way is not undertaken by the close of the twentieth fiscal year following the fiscal year in which this Agreement is executed,the LA will repay the STATE any Federal Funds received under the terms of this Agreement. Printed on 11/5/2013 Page 2 of 5 BLR 05310(Rev.09/17/13) (14) (Railroad Related Work Only) The estimates and general layout plans for at-grade crossing improvements should be forwarded to the Rail Safety and Project Engineer, Room 204, Illinois Department of Transportation, 2300 South Dirksen Parkway, Springfield, Illinois, 62764. Approval of the estimates and general layout plans should be obtained prior to the commencement of railroad related work. All railroad related work is also subject to approval be the Illinois Commerce Commission (ICC). Final inspection for railroad related work should be coordinated through appropriate IDOT District Bureau of Local Roads and Streets office. Plans and preemption times for signal related work that will be interconnected with traffic signals shall be submitted to the ICC for review and approval prior to the commencement of work. Signal related work involving interconnects with state maintained traffic signals should also be coordinated with the IDOT's District Bureau of Operations. The LA is responsible for the payment of the railroad related expenses in accordance with the LA/railroad agreement prior to requesting reimbursement from IDOT. Requests for reimbursement should be sent to the appropriate IDOT District Bureau of Local Roads and Streets office. Engineer's Payment Estimates in accordance with the Division of Cost on page one. (15) And certifies to the best of its knowledge and belief its officials: (a) are not presently debarred,suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency; (b) have not within a three-year period preceding this Agreement been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain or performing a public (Federal, State or local)transaction or contract under a public transaction;violation of Federal or State antitrust statutes or commission of embezzlement, theft,forgery, bribery, falsification or destruction of records, making false statements receiving stolen property; (c) are not presently indicted for or otherwise criminally or civilly charged by a governmental entity(Federal, State, local)with commission of any of the offenses enumerated in item (b)of this certification;and (d) have not within a three-year period preceding the Agreement had one or more public transactions(Federal, State, local) terminated for cause or default. (16) To include the certifications, listed in item 15 above and all other certifications required by State statutes, in every contract, including procurement of materials and leases of equipment. (17) (State Contracts) That execution of this agreement constitutes the LA's concurrence in the award of the construction contract to the responsible low bidder as determined by the STATE. (18) That for agreements exceeding$100,000 in federal funds, execution of this Agreement constitutes the LA's certification that: (a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress, an officer or employee of Congress or any employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any cooperative agreement, and the extension, continuation, renewal, amendment or modification of any Federal contract, grant, loan or cooperative agreement; (b) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or an employee of a Member of Congress, in connection with this Federal contract, grant, loan or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying", in accordance with its instructions; (c) The LA shall require that the language of this certification be included in the award documents for all subawards at all ties (including subcontracts, subgrants and contracts under grants, loans and cooperative agreements)and that all subrecipients shall certify and disclose accordingly. (19) To regulate parking and traffic in accordance with the approved project report. (20) To regulate encroachments on public right-of-way in accordance with current Illinois Compiled Statutes. (21) To regulate the discharge of sanitary sewage into any storm water drainage system constructed with this improvement in accordance with current Illinois Compiled Statutes. (22) That the LA may invoice the STATE monthly for the FHWA and/or STATE share of the costs incurred for this phase of the improvement. The LA will submit supporting documentation with each request for reimbursement from the STATE. Supporting documentation is defined as verification of payment, certified time sheets,vendor invoices,vendor receipts, and other documentation supporting the requested reimbursement amount. (23) To complete this phase of the project within three years from the date this agreement is approved by the STATE if this portion of the project described in the Project Description does not exceed$1,000,000(five years if the project costs exceed$1,000,000). (24) Upon completion of this phase of the improvement,the LA will submit to the STATE a complete and detailed final invoice with all applicable supporting supporting documentation of all incurred costs, less previous payments, no later than one year from the date of completion of this phase of the improvement. If a final invoice is not received within one year of completion of this phase of the improvement, the most recent invoice may be considered the final invoice and the obligation of the funds closed. Printed on 11/5/2013 Page 3 of 5 BLR 05310(Rev.09/17/13) (25) (Single Audit Requirements) That if the LA expends$500,000 or more a year in federal financial assistance they shall have an audit made in accordance with the Office of Management and Budget(OMB) Circular No.A-133. LA's that expend less than $500,000 a year shall be exempt from compliance. A copy of the audit report must be submitted to the STATE with 30 days after the completion of the audit, but no later than one year after the end of the LA's fiscal year. The CFDA number for all highway planning and construction activities is 20.205. (26) That the LA is required to register with the Central Contractor Registration (CCR), which is a web-enabled government-wide application that collects, validates, stores, and disseminates business information about the federal government's trading partners in support of the contract award and the electronic payment processes. If you do not have a CCR number, you must register at https://www.uscontractorregistration.com. If the LA, as a sub-recipient of a federal funding, receives an amount equal to or greater than$25,000(or which equals or exceeds that amount by addition of subsequent funds),this agreement is subject to the following award terms: http:Hedocket.access.gpo.gov/2010/pdf/2010-22705.pdf and http://edocket.access.gQo.gov/2010/pdf/2010- 22706.pdf. THE STATE AGREES: (1) To provide such guidance, assistance and supervision and to monitor and perform audits to the extent necessary to assure validity of the LA's certification of compliance with Titles II and III requirements. (2) (State Contracts) To receive bids for the construction of the proposed improvement when the plans have been approved by the STATE (and FHWA, if required) and to award a contract for construction of the proposed improvement, after receipt of a satisfactory bid. (3) (Day Labor) To authorize the LA to proceed with the construction of the improvement when Agreed Unit Prices are approved and to reimburse the LA for that portion of the cost payable from Federal and/or State funds based on the Agreed Unit Prices and Engineer's Payment Estimates in accordance with the Division of Cost on page one. (4) (Local Contracts) That for agreements with Federal and/or State funds in engineering, right-of-way, utility work and/or construction work: (a) To reimburse the LA for the Federal and/or State share on the basis of periodic billings, provided said billings contain sufficient cost information and show evidence of payment by the LA; (b) To provide independent assurance sampling,to furnish off-site material inspection and testing at sources normally visited by STATE inspectors of steel,cement, aggregate, structural steel and other materials customarily tested by the STATE. IT IS MUTUALLY AGREED: (1) Construction of the project will utilize domestic steel as required by Section 106.01 of the current edition of the Standard Specifications for Road and Bridge Construction. (2) That this Agreement and the covenants contained herein shall become null and void in the event that the FHWA does not approve the proposed improvement for Federal-aid participation or the contract covering the construction work contemplated herein is not awarded within three years of the date of execution of this Agreement. (3) This Agreement shall be binding upon the parties, their successors and assigns. (4) For contracts awarded by the LA, the LA shall not discriminate on the basis of race,color, national origin or sex in the award and performance of any USDOT—assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The LA shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of USDOT—assisted contracts. The LA's DBE program, as required by 49 CFR part 26 and as approved by USDOT, is incorporated by reference in this Agreement. Upon notification to the recipient of its failure to carry out its approved program,the department may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). In the absence of a USDOT—approved LA DBE Program or on State awarded contracts,this Agreement shall be administered under the provisions of the STATE's USDOT approved Disadvantaged Business Enterprise Program. (5) In cases where the STATE is reimbursing the LA, obligations of the STATE shall cease immediately without penalty or further payment being required if, in any fiscal year,the Illinois General Assembly or applicable Federal Funding source fails to appropriate or otherwise make available funds for the work contemplated herein. (6) All projects for the construction of fixed works which are financed in whole or in part with funds provided by this Agreement and/or amendment shall be subject to the Prevailing Wage Act(820 ILCS 130/0.01 et seq.) unless the provisions of that Act exempt its application Printed on 11/5/2013 Page 4 of 5 BLR 05310(Rev.09/17/13) ADDENDA Additional information and/or stipulations are hereby attached and identified below as being a part of this Agreement. Number i Location Man (Insert addendum numbers and titles as applicable) The LA further agrees, as a condition of payment, that it accepts and will comply with the applicable provisions set forth in this Agreement and all exhibits indicated above. APPROVED APPROVED Local Agency State of Illinois Department of Transportation Name of Official (Print or Type Name) Ann L.Schneider,Secretary of Transportation Date By: Title (County Board Chairperson/MayorNillage President/etc.) Aaron A.Weatherholt,Deputy Director of Highways Date Omer Osman,Director of Highways/Chief Engineer Date (Signature) Date The above signature certifies the agency's TIN number is Michael A.Forti,Chief Counsel Date conducting business as a Governmental Entity. DUNS Number Tony Small,Acting Director of Finance and Administration Date NOTE: If signature is by an APPOINTED official, a resolution authorizing said appointed official to execute this agreement is required. Printed on 11/5/2013 Page 5 of 5 BLR 05310(Rev.09/17/13) Local Agency Consultant United City of Yorkville L Q�J Ililols Departr1 Wt Engineering Enterprises, Inc. 0 �ti/ of Transportation C County C 0 Address Kendall A N 52 Wheeler Road Section L S City 13-00043-00-LS U Sugar Grove Project No. A Services Agreement Preliminary Engineering L State TE-OOD3(084) IL Job No. G For T Zip Code P-93-015-14 E A 60554 Contact Name/Phone/E-mail Address N Federal Participation N Contact Name/Phone/E-mail Address Bart Olson C T Brad Sanderson 630/553-8531 y 630-466-6720 bolson@yorkville.il.us bsanderson 4 eeiweb.com THIS AGREEMENT is made and entered into this day of , 2013 between the above Local Agency(LA)and Consultant(ENGINEER)and covers certain professional engineering services in connection with the PROJECT- Federal-aid funds allotted to the LA by the state of Illinois under the general supervision of the Illinois Department of Transportation (STATE)will be used entirely or in part to finance engineering services as described under AGREEMENT PROVISIONS. Project Description Name Illinois Route 47 ITEP Route FAP 326 Length 1 mile Structure No. 047-0048 Termini Illinois Route 126 (School House Road)to Somonauk Street Description: Phase I and Phase II Engineering Services for the design and bidding of Street and pedestrian lighting along Illinois Route 47. Agreement Provisions I. THE ENGINEER AGREES, 1. To perform or be responsible for the performance, in accordance with STATE approved design standards and policies, of engineering services for the LA for the proposed improvement herein described. 2. To attend any and all meetings and visit the site of the proposed improvement at any reasonable time when requested by representatives of the LA or STATE. 3. To complete the services herein described within 365 calendar days from the date of the Notice to Proceed from the LA, excluding from consideration periods of delay caused by circumstances beyond the control of the ENGINEER. 4. The classifications of the employees used in the work should be consistent with the employee classifications and estimated man- hours shown in EXHIBIT A. If higher-salaried personnel of the firm, including the Principal Engineer, perform services that are indicated in Exhibit A to be performed by lesser-salaried personnel,the wage rate billed for such services shall be commensurate with the payroll rate for the work performed. 5. That the ENGINEER is qualified technically and is entirely conversant with the design standards and policies applicable for the PROJECT; and that the ENGINEER has sufficient properly trained, organized and experienced personnel to perform the services enumerated herein. 6. That the ENGINEER shall be responsible for the accuracy of the work and shall promptly make necessary revisions or corrections resulting from the ENGINEER's errors, omissions or negligent acts without additional compensation. Acceptance of work by the STATE will not relieve the ENGINEER of the responsibility to make subsequent correction of any such errors or omissions or for clarification of any ambiguities. 7. That all plans and other documents furnished by the ENGINEER pursuant to this AGREEMENT will be endorsed by the ENGINEER and will affix the ENGINEER's professional seal when such seal is required by law. Plans for structures to be built as a part of the improvement will be prepared under the supervision of a registered structural engineer and will affix structural engineer seal when such seal is required by law. It will be the ENGINEER's responsibility to affix the proper seal as required by the Bureau of Local Roads and Streets manual published by the STATE. 8. That the ENGINEER will comply with applicable federal statutes,state of Illinois statutes, and local laws or ordinances of the LA. Page 1 of 5 BLR 05610(Rev.9/06) Printed on 10/21/2013 2:17:11 PM 9. The undersigned certifies neither the ENGINEER nor I have: a. employed or retained for commission, percentage, brokerage, contingent fee or other considerations, any firm or person (other than a bona fide employee working solely for me or the above ENGINEER)to solicit or secure this AGREEMENT, b. agreed, as an express or implied condition for obtaining this AGREEMENT,to employ or retain the services of any firm or person in connection with carrying out the AGREEMENT or c. paid, or agreed to pay any firm, organization or person (other than a bona fide employee working solely for me or the above ENGINEER)any fee, contribution,donation or consideration of any kind for, or in connection with, procuring or carrying out the AGREEMENT. d. are not presently debarred,suspended,proposed for debarment,declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency, e. have not within a three-year period preceding the AGREEMENT been convicted of or had a civil judgment rendered against them for commission of fraud or criminal offense in connection with obtaining,attempting to obtain or performing a public (Federal, State or local)transaction;violation of Federal or State antitrust statutes or commission of embezzlement,theft, forgery, bribery,falsification or destruction of records, making false statements or receiving stolen property, f. are not presently indicted for or otherwise criminally or civilly charged by a government entity(Federal, State or local)with commission of any of the offenses enumerated in paragraph(e)and g. have not within a three-year period preceding this AGREEMENT had one or more public transactions(Federal, State or local) terminated for cause or default. 10. To pay its subconsultants for satisfactory performance no later than 30 days from receipt of each payment from the LA. 11. To submit all invoices to the LA within one year of the completion of the work called for in this AGREEMENT or any subsequent Amendment or Supplement. 12. To submit BLR 05613, Engineering Payment Report,to the STATE upon completion of the project(Exhibit B). 13. Scope of Services to be provided by the ENGINEER: ® Make such detailed surreys as are necessary for the planning and design of the PROJECT. ❑ Make stream and flood plain hydraulic surveys and gather both existing bridge upstream and downstream high water data and flood flow histories. ❑ Prepare applications for U.S.Army Corps of Engineers Permit, Illinois Department of Natural Resources Office of Water Resources Permit and Illinois Environmental Protection Agency Section 404 Water Quality Certification. ❑ Design and/or approve cofferdams and superstructure shop drawings. ❑ Prepare Bridge Condition Report and Preliminary Bridge Design and Hydraulic Report, (including economic analysis of bridge or culvert types and high water effects on roadway overflows and bridge approaches). ® Prepare the necessary environmental and planning documents including the Project Development Report, Environmental Class of Action Determination or Environmental Assessment, State Clearinghouse, Substate Clearinghouse and all necessary environmental clearances. ❑ Make such soil surveys or subsurface investigations including borings and soil profiles as may be required to furnish sufficient data for the design of the proposed improvement. Such investigations to be made in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal-Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE. ❑ Analyze and evaluate the soil surveys and structure borings to determine the roadway structural design and bridge foundation. ® Prepare preliminary roadway and drainage structure plans and meet with representatives of the LA and STATE at the site of the improvement for review of plans prior to the establishment of final vertical and horizontal alignment, location and size of drainage structures, and compliance with applicable design requirements and policies. ❑ Make or cause to be made such traffic studies and counts and special intersection studies as may be required to furnish sufficient data for the design of the proposed improvement. ❑ Complete the general and detailed plans,special provisions and estimate of cost. Contract plans shall be prepared in accordance with the guidelines contained in the Bureau of Local Roads and Streets manual. The special provisions and detailed estimate of cost shall be furnished in quadruplicate. ❑ Furnish the LA with survey and drafts in quadruplicate all necessary right-of-way dedications,construction easements and borrow pit and channel change agreements including prints of the corresponding plats and staking as required. Page 2 of 5 BLR 05610(Rev.9/06) Printed on 10/21/2013 2:17:11 PM II. THE LA AGREES, 1. To furnish the ENGINEER all presently available survey data and information 2. To pay the ENGINEER as compensation for all services rendered in accordance with this AGREEMENT, on the basis of the following compensation formulas: Cost Plus Fixed Fee ® CPFF=14.5%[DL+ R(DL)+OH(DL)+ IHDC], or ❑ CPFF= 14.5%[DL+ R(DL)+1.4(DL)+ IHDC], or ❑ CPFF= 14.5%[(2.3+ R)DL+IHDC] Where: DL= Direct Labor IHDC= In House Direct Costs OH =Consultant Firm's Actual Overhead Factor R=Complexity Factor Specific Rate ❑ (Pay per element) Lump Sum ❑ 3. To pay the ENGINEER using one of the following methods as required by 49 CFR part 26 and 605 ILCS 5/5-409: ❑ With Retainage a) For the first 50%of completed work, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to 90%of the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) After 50%of the work is completed, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments covering work performed shall be due and payable to the ENGINEER,such payments to be equal to 95%of the value of the partially completed work minus all previous partial payments made to the ENGINEER. c) Final Payment—Upon approval of the work by the LA but not later than 60 days after the work is completed and reports have been made and accepted by the LA and the STATE, a sum of money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. ® Without Retainage a) For progressive payments—Upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments for the work performed shall be due and payable to the ENGINEER,such payments to be equal to the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) Final Payment—Upon approval of the work by the LA but not later than 60 days after the work is completed and reports have been made and accepted by the LA and STATE, a sum o money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. 4. The recipient shall not discriminate on the basis of race, color, national origin or sex in the award and performance of any DOT- assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The recipient shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of DOT-assisted contracts. The recipient's DBE program, as required by 49 CFR part 26 and as approved by DOT, is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as violation of this agreement. Upon notification to the recipient of its failure to carry out its approved program,the Department may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). Ill. IT IS MUTUALLY AGREED, 1. That no work shall be commenced by the ENGINEER prior to issuance by the LA of a written Notice to Proceed. 2. That tracings, plans, specifications, estimates, maps and other documents prepared by the ENGINEER in accordance with this AGREEMENT shall be delivered to and become the property of the LA and that basic survey notes,sketches, charts and other data prepared or obtained in accordance with this AGREEMENT shall be made available, upon request,to the LA or to the STATE, without restriction or limitation as to their use. Page 3 of 5 BLR 05610(Rev.9/06) Printed on 10/21/2013 2:17:11 PM 3. That all reports, plans, estimates and special provisions furnished by the ENGINEER shall be in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal-Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE, it being understood that all such furnished documents shall be approved by the LA and the STATE before final acceptance. During the performance of the engineering services herein provided for,the ENGINEER shall be responsible for any loss or damage to the documents herein enumerated while they are in the ENGINEER's possession and any such loss or damage shall be restored at the ENGINEER's expense. 4. That none of the services to be furnished by the ENGINEER shall be sublet, assigned or transferred to any other party or parties without written consent of the LA. The consent to sublet, assign or otherwise transfer any portion of the services to be furnished by the ENGINEER shall not be construed to relieve the ENGINEER of any responsibility for the fulfillment of this agreement. 5. To maintain,for a minimum of 3 years after the completion of the contract,adequate books, records and supporting documents to verify the amounts, recipients and uses of all disbursements of funds passing in conjunction with the contract;the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the STATE; and to provide full access to all relevant materials. Failure to maintain the books, records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. 6. The payment by the LA in accordance with numbered paragraph 3 of Section II will be considered payment in full for all services rendered in accordance with this AGREEMENT whether or not they be actually enumerated in this AGREEMENT. 7. That the ENGINEER shall be responsible for any and all damages to property or persons arising out of an error, omission and/or negligent act in the prosecution of the ENGINEER's work and shall indemnify and save harmless the LA,the STATE, and their officers, agents and employees from all suits,claims, actions or damages of any nature whatsoever resulting there from. These indemnities shall not be limited by the listing of any insurance policy. 8. This AGREEMENT may be terminated by the LA upon giving notice in writing to the ENGINEER at the ENGINEER's last known post office address. Upon such termination,the ENGINEER shall cause to be delivered to the LA all drawings, plats,surveys, reports, permits,agreements, soils and foundation analysis, provisions, specifications, partial and completed estimates and data, if any from soil surrey and subsurface investigation with the understanding that all such material becomes the property of the LA. The LA will be responsible for reimbursement of all eligible expenses to date of the written notice of termination. 9. This certification is required by the Drug Free Workplace Act(301LCS 580). The Drug Free Workplace Act requires that no grantee or contractor shall receive a grant or be considered for the purpose of being awarded a contract for the procurement of any property or service from the State unless that grantee or contractor will provide a drug free workplace. False certification or violation of the certification may result in sanctions including, but not limited to,suspension of contract or grant payments,termination of a contract or grant and debarment of the contracting or grant opportunities with the State for at least one(1)year but no more than five(5)years. For the purpose of this certification,"grantee"or"contractor"means a corporation,partnership or other entity with twenty-five(25)or more employees at the time of issuing the grant, or a department,division or other unit thereof, directly responsible for the specific performance under a contract or grant of$5,000 or more from the State,as defined in the Act. The contractor/grantee certifies and agrees that it will provide a drug free workplace by: a. Publishing a statement: (1) Notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance, including cannabis, is prohibited in the grantee's or contractor's workplace. (2) Specifying the actions that will be taken against employees for violations of such prohibition. (3) Notifying the employee that, as a condition of employment on such contract or grant,the employee will: (a) abide by the terms of the statement; and (b) notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five(5) days after such conviction. b. Establishing a drug free awareness program to inform employees about: (1) The dangers of drug abuse in the workplace; (2) The grantee's or contractor's policy of maintaining a drug free workplace; (3) Any available drug counseling, rehabilitation and employee assistance program;and (4) The penalties that may be imposed upon an employee for drug violations. c. Providing a copy of the statement required by subparagraph(a)to each employee engaged in the performance of the contract or grant and to post the statement in a prominent place in the workplace. d. Notifying the contracting or granting agency within ten (10)days after receiving notice under part(B)of paragraph (3)of subsection(a) above from an employee or otherwise receiving actual notice of such conviction. e. Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program by, f. Assisting employees in selecting a course of action in the event drug counseling,treatment and rehabilitation is required and indicating that a trained referral team is in place. g. Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. Page 4 of 5 BLR 05610(Rev.9/06) Printed on 10/21/2013 2:17:11 PM 10. The ENGINEER or subconsultant shall not discriminate on the basis of race,color, national origin or sex in the performance of this AGREEMENT. The ENGINEER shall carry out applicable requirements of 49 CFR part 26 in the administration of DOT assisted contracts. Failure by the ENGINEER to carry out these requirements is a material breach of this AGREEMENT, which may result in the termination of this AGREEMENT or such other remedy as the LA deems appropriate. Agreement Summary Prime Consultant: TIN Number Agreement Amount En ineering Enterprises, Inc. 36-3150869 $60,571.32 Sub-Consultants: TIN Number Agreement Amount Sub-Consultant Total: Prime Consultant Total: $60,571.32 Total for all Work. $60,571.32 Executed by the LA: United City of Yorkville (Muni ci pal ity/Township/County) ATTEST: By: By: Beth Warren—City Clerk Title: Mayor (SEAL) Executed by the ENGINEER: ATTEST: Engineering Enterprises, Inc. By: By: Title: Executive Assistant Title: Vice President Page 5 of 5 BLR 05610(Rev.9/06) Printed on 10/21/2013 2:17:11 PM D F-824-039 REV 12/04 PAYROLL RATES FIRM NAME Engineering Enterprises DATE 10/10/13 PRIME/SUPPLEMENT Prime PSB NO. ESCALATION FACTOR 2.50% CLASSIFICATION CURRENT RATE CALCULATED RATE Senior Principi,11 y57.69 '$59,13 Principal $52.28 $53.59 Senior Project Manager $46.58 $47.74 Project Manager $39.17 $40.15 Sr. Project Engineer/Planner/Surveyor II $35.79 $36.68 Sr. Project Engineer/Planner/Surveyor 1 $30.60 $31.37 Project Engineer/Planner/Surveyor $26.20 $26.86 Sr. Project Technician 11 $34.60 $35.47 Sr. Project Technician 1 $29.56 $30.30 Project Technician $26.99 $27.66 Administrative Assistant $23.72 $24.31 $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 UNk nted 1 0/1 0/201 3 1 0:32 AM DF-824-039 REV 12/04 PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Engineering Enterprises,Inc. DATE 10110/13 PRIME/SUPPLEMENT Prime PTB NO. CONTRACT TERM 12 MONTHS OVERHEAD RATE 199.32% START DATE 11/15/2013 COMPLEXITY FACTOR 0 RAISE DATE 1/112014 % RAISE 3.00% ESCALATION PER YEAR 11/15/2013 - 1/1/2014 1P2t°U!4 2 1D 12 12 — = 16.67% 85.63% 1.0250 The total escalation for this project would be: 2.50 5/6 Bureau of Design and Environment Printed 1 0/1 01201 3 10:32 AM COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES DF-824-039 REV 12/04 FIRM Engineering Enterprises,Inc. DATE 10/10/13 PSB OVERHEAD RATE 1.9932 PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR 0 FIXED FEE=14.5%[DL+R(DL)+OH(DL)+IHDC] 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) Data Collection 16 595.94 1,187.82 258.64 f 2.042.40 3.37% Design Studies. Exhibits 92 3.449.25 6,875.04 1,497.02 11.821.31 19.52% Environmental Documen' 441 1,689.94 3,368.38 125.00 751.58 5,934.90 9.80% Meetinqs and Coordinatiiii 721 3.022.60 6,024.65 _ 1,311.85 10,359.10 17.10% Estimate of Cost 201 737.80 1.470.57 1 320.21 2,528.58 4.17% Meetings&Coord. 56 1,939.55 3,865.90 841.79 6,647.24 10.97% Bid Documents 112 3,917.39 7,808.13 250.00 1.736.45 13,711.97 22.64% Administration 22 769.61 1,533.99 334.02 2,637.62 4.35% QC/QA 22 844.97 1,684.19 366.73 2,895.89 4.78% CAD 1,740.00 252.30 1,992.30 3.29% I i f Subconsultant DL 0.001 0.001 0.00% TOTALS 1 4561 16,967.031 33,818,681 2,115.00 7,670.601 0.00 0.001 0.001 60,571.321 100.00% DBE 0.00% DBE PREPARED BY THE AGREEMENTS UNIT Printed 10/10/2013 10:33 AM DF-624-039 REV 12/04 AVERAGE HOURLY PROJECT RATES FIRM Engineering Enterprises,Inc. PSB DATE is/10/i3 PRIMEISUPPLEMENT Prime SHEET 1 OF 2 PAYROLL AVG TOTAL PROJECT RATES jData Collection Design Studies,Exhibits Environmental Document f4eelinq s and Coordin"o Estimate of Cost 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 Senior Principal 59.13 0 ( 1 Principal 53.59 28 6.14% 329 4 4.35% 2.33 4 9.09% 4.87 16 22.22% 11.91 ISenior Proiect Manager 47.74 0 Proiect Manager 40.15 116 25.44% 1021 4 25.00% 10.04 16 17.39% 6.98 8 18.18% 730 1 32 44.44% 17.84 4 _ 20.00% 8.03 Sr. Proiect Engineer/Planner/Survevor II 36.68 156 34.21% 12.55 8 50,00% 18.34 32 34.78% 12.76 16 36.36% 13.34 1 24 33.33% 12.23 8 140.00%1 14.67 Sr.Project Enqineer/Planner/Surveyor 1 31.37 0 Proiect Engineer/Planner/Survevor 26.86 0 Sr.Project Technician II 35.47 116 25.44/ 9.02 4 25.00% 8.87 40 43.48%1 15.42 16 36.36% 12.90 0 B 140.00% 14.19 Sr.Praiec,Technician 1 30.30 0 11 l 'Project Technician 27.66 0 Administrative Assistant 24.31 40 8.77% 2.13 0 0 j 0 1 0 0 0 0 0 0 0 -- a i 0 - 0 I 0 0 I 0 TOTALS 456 100% $37.21 16 100.00% $37.25 92 100% $37.49 44 1 100% $38.41 72 100% $41.98 20 1 100% 1$36.891 PREPARED BY THE AGREEMENTS UNIT Printed 10/10/2013 10:34 AM DF-824-039 REV 12/04 AVERAGE HOURLY PROJECT RATES FIRM Engineering Enterprises,Inc. PSB DATE 10/10/13 PRIME/SUPPLEMENT Prime SHEET 2 OF 2 PAYROLL AVG Meetings&Coord._ Bid Documents Administration QC]QA CAD 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 Senior Principal 59.13 i 'Principal 53.59 2 9.09% 4.87 2 9.09% 4.87 i Senior Protect Manager 47.74 Proiect Manager 40.15 24 4236% 17.21 16 14.29% 5.74 8 36.361/. 14.60 4 18.18% 1 7.30 Sr.Proiect Engineer/Planner/Surveyor II 36.68 16 1 28.57% 10.48_ 40 35.71% 13.10 4 18.18% 6.67 8 36.361/. 13.34 Sr. Project En :veer/PlanneriSurve or 1 31.37 1 Proiect Engineer/Planner/Surveyor 26.86 Sr. Proiect Technician II 35.47 0 40 35.71% 12.67 0 8 36.36% 12.90 Sr.Proiect Technician 1 30.30 Proiect Technician 27.66 Administrative Assistant 24.31 16 28.57% 6.95 1 16 1 14.29% 3.47 8 36,36% 8.84 i i TOTALS 56 100% $34.63 112 100% $34.98 22 100% $34.98 22 100% $38.41 0 1 0% $0.00 0 PREPARED BY THE AGREEMENTS UNIT Printed 10/10/2013 1 0:34 AM SUMMARY OF DIRECT COSTS Illinois 47 ITEP Kendall County Engineering Enterprises,Inc. In-House Direct Costs No. Unit Cost/Unit Total Cost Printing/Reports 2500 Pages $0.10 $250.00 Printing/Plans 50 Sheets $1.00 $50.00 CAD 116 Hours $15.00 $1,740.00 Vehicle-Surveying 0 Days $45.00 $0.00 Subtotal $2,040.00 Outside Direct Costs No. Unit Cost/Unit Total Cost Postage/Overnight Delivery 5 Each $15.00 $75.00 Subtotal $75,00 TOTAL $2,115.00 UNITED CITY OF YORKVILLE ILLINOIS 47 ILLINOIS TRANSPORTATION ENHANCEMENT PROGRAM LOCATION MAP ILLINOIS ROUTE 47 SCHOOL HOUSE ROAD TO SOMONAUK STREET NORTH SECTION#: 13-00043-00-LS u • �r -Faxon Rd ' Alice Ave Kenn Autumn CA-ell (!} Elrvrrentary Cannonball School Ridge Park Riemensscchneider m Park Medical • ,latt$ Yorkville_ Hampton �} Inn Yorkville KCDEE-Kane yi 4 J Count Dept of s! E Veterans Pkwy Employment and Education—Yorkville Beecher Center il;.Sunset r ' Yorkville M G St Patrick's ra Public Library` ' at 'Church _ Hiding CzJ fl Elmwood Spot Park P` Hs Wa ery -ake River Rd Rj,,er > NafirF Van Cmmon Van,,mon Rd 204 OVA Park ' e ED Gilbert Park Yt�o�51 0 Gobb dark a Bristol Kendall txa Fire Station 1 ` rt v47 3 u ILegend ♦ Future City Decorative Lighting -} Proposed Route 47 Combination Lighting 0 200 400 Feet FFTTM Spring -- f Mein i Y Hytlreullc --- B E yen Emmon Mxl PL o Y O RXlge El� ❑ 0 ET Rbga Fox Weshlne�c ■ Ororpe Mph fclph aeen i Beechx ski. — Wafer I 111w ahabelh q o Oe, I ►�Engineering Enterprlaes,Inc. WO United..City of Yorkville ROUTE 47 ITEP STREET LIGHT O a wheeler Rwa SCS Game Farm Roatl UNITED CITY OF YORKVILLE,ILLINOIS EXHIBIT Sugar Grove,]Ili noi560559 YMhvlll¢,IL W560 (030)4666]00 web.m Reviewed By: Agenda Item Number Legal 1-1 NIB #5 Finance ❑ EST ''� - 1836 Engineer 0 City Administrator El Tracking Number GHuman Resources ❑ Community Development ❑ PW 2013-55 y� Police ❑ ALE Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: Uncontrolled Intersections Meeting and Date: PW Committee—November 19, 2013 Synopsis: Yield Sign Installation Recommendations Council Action Previously Taken: Date of Action: N/A Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Have a question or comment about this agenda item? Call us Monday-Friday,8:00am to 4:30pm at 630-553-4350,email us at azendas(a yorkville.il.us,post at www.facehook.com/C`ityofYorkville tweet us at @CityofYorkville,and/or contact any ofyour elected officials at http://Www;yorkville.iLus/zov oEicials.php Memorandum To: Bart Olson, City Administrator EST. _— �s3s From: Brad Sanderson, EEI OCC: Eric Dhuse, Director of Public Works �W C7 Krysti Barksdale-Noble, Community Dev. Dir. �C Ecow�`2 Lisa Pickering, Deputy City Clerk Date: November 12, 2013 Subject: Uncontrolled Intersections As requested,we investigated the possible installation of yield signs at several locations throughout the City. All of the locations investigated are currently uncontrolled. The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices(MUTCD). The manual states the following in regards to yield sign installation: Guidance: Engineering judgment should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; C.Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: A.An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law; B.A street entering a designated through highway or street; and/or C.An unsignalized intersection in a signalized area. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: A. The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or C. Crash records indicate that five or more crashes that involve the failure to yield the right-of- way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2 year period. Attached are location investigation worksheets along with exhibits that analyze the intersections against the above noted criteria. To summarize,we are recommending the following: 1. State yield to W. Ridge 2. Adams yield to Madison 3. Bruell yield to E. Main 4. Oakwood yield to E. Main 5. Independence yield to Cannonball Tr. 6. Cottonwood yield to Diehl Farm 7. Cottonwood/Chestnut yield to John St. 8. Chestnut yield to Sycamore 9. White Plains yield to Iroquois 10. Willow/Evergreen yield to John St. 11. W. Main yield to King 12. Walsh Drive yield to Walsh Circle/Walsh Drive 13. Lower Adams yield to W. Van Emmon Please place on the agenda for the next available Public Works Committee meeting for consideration. UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: STATE STREET&RIDGE STREET Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E.Reported crash experience. Criteria Met Criteria- Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: 0 A. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law. XB. A street entering a designated through highway or street;and/or C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: PIUM The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A. 2,000 units per day; B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with 17 EJ the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. Criteria are clearly met recommending installation of EELD r STOP sign(Circle designated sign type) Designate Location: STATE STREET YIELD TO RIDGE STREET B Criteria are not clearly met at this time-no further action recommended C. Criteria may or may not be met-additional engineering study required By: Date: 11/11/2013 SENIOR PROJECT ENGINEER /� Title By: /'J/2 Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 "�Manual on Uniform Traffic Control Devices(MUTCD) \\milkyway\EEI_Slorage\Dots\Public\Yorkville\2011\YO1107-C Dolph&State Yield Signs\Eng\[Yield Evaluation Form-State&Rid9e.xlsx]Sheet1 0 100 ._ ,Feet i I 1� 1 ' Ridge=' i _ro • Fox " �a i 1 f DATE: Engineering Enterprises November 2013 N ROJECT NO.: Y01 107 STATE STREET AT iuglr'6;uv `, Illinois 60554 13Y. KKP WEST RIDGE STREET (630) 466-6700 PATH: www eefkeb.co H 1GIS\PUBLIC\YORK VI LLEU0111 (FILE: Y01107 Stale mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: ADAMS STREET&W.MADISON STREET Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D_Sight distance available on each approach;and E.Reported crash experience. Criteria Met Criteria— Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be Ll F1 A. expected to provide reasonable compliance with the law. ® B. A street entering a designated through highway or street;and/or © C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A. 2,000 units per day; El the The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with Elthe normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under ® � C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. Criteria are clearly met recommending installation of<ED>STOP sign(Circle designated sign type) Designate Location: ADAMS STREET YIELD TO MADISON STREET B. Criteria are not clearly met at this time-no further action recommended C. Criteria may or may not be met-additional engineering study required By: Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By: /l `` Date: 11/11/2013 VICE PRESIDENT Title 'Based upon Professional Engineer's Review 10110/2013 "`Manual on Uniform Traffic Control Devices(MUTCD) \\milkyway\EEI_Storage\Docs\Public\Yorkville\2011\YO1107-C Dolph&Stale Yield Signs\Eng\[Yield Evaluation Form-Adams&Madison xlsx]Sheetl a 0 100 Feet BRR1R70R x I , I I m Q � 7 "yd DR J �+ r �1 r 1 y i 1' it _-_- Y r N i DATE: N Engineering Enterprises November 2013 I 52 Wheeler Rocid PROJECT NO: Y01 107 ADAMS STREET AT I Sugar Grove, Hinds 6055 BY. KKP WEST MADISON STREET (630) '466-6700 PATH: H\GIS\PUBLICIVORKVILLE\20111 Win/w ceiflyeb,coo FILE: Y01107 Adams mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: BRUELL STREET&E.MAIN STREET Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E.Reported crash experience. Criteria Met Criteria- Additional Study Yes Required No 1.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be Elexpected expected to provide reasonable compliance with the law. B. A street entering a designated through highway or street;and/or ElC. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A- 2,000 units per day; B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. ® Criteria are clearly met recommending installation of<EE>STOP sign(Circle designated sign type) Designate Location: SRLIEI i TREET YIELD TO E.MAIN STREET B. Criteria are not clearly met at this time-no further action recommended C. F-1 Criteria may or may not be met-additional engineering study required By Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By: Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 '�Manual on Uniform Traffic Control Devices(MUTCD) \\milkyway\EEI_Slorage\Docs\Public\Yorkville\201 1\Y01107-C Dolph&Slate Yield Signs\Eng\[Yield Evaluation Form-Bruell&Main.xlsxiSheet1 �! — lu 100 , y !Feet I a � t7 I lit AN hi I 1. l 6 r �Eain f y � M f V I 1[SA1E: - _ November 2013 N Engineering Enterprises PROJECT NO.: Y01107 BRUELL STREET AT a� Wheeler Road � Sugar Grove, Illinois 5055°-I BY. KKP EAST MAIN STREET (630) 66-6700 PATH: H\GISWUBLICWORKVILLE120111 FILE: Y01107_Bruell mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: CANNONBALL TRAIL&INDEPENDENCE BLVD Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E.Reported crash experience- Criteria Met Criteria" Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be 0 0 ® A. expected to provide reasonable compliance with the law. Xn 0 B A street entering a designated through highway or street;and/or 0 0 ® C. An unsignalized intersection in a signalized area. 11.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: I� The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than I� F A. 2,000 units per day; B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. >< Criteria are clearly met recommending installation of<1E)lt<1E) STOP sign(Circle designated sign type) Designate Location: INDEPENDENCE BLVD YIELD TO CANNONBALL TRAIL B. F7 Criteria are not clearly met at this time-no further action recommended C. Criteria may or may not be met-additional engineering study required By: Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By: +� �+� Date: 11/11/2013 VICE PRESIDENT Title 'Based upon Professional Engineer's Review 10/10/2013 **Manual on Uniform Traffic Control Devices(MU\TrQE)�ay\EEI_storage\Docs\Public\Yorkville\2011\YO1107-C Dolph&Stale Yield Signs\Eng\[Yield Evaluation Form-Cannonball&Independence xlsx]Sheetl 0 100 a - � -;Feet r 'john_ .. y. c c !1 i t 1 IK y 'In-dependenek r r � r 1 I • I a i • DATE: Engineering Enterprises November 2013 N PROJECT NO.: INDEPENDENCE BLBD. AT 52 1nll�eeier Road Y01107 Sugar Grove, Illinois 60554 BY. KKP CANNONBALL TRAIL (630) 466-67001 PATH: I X.'1rAS1PU6L10Y0RK'ALLEV01 i I !�r"r4�'y'l.EC'1'v�J'G'l�.C�fll'I7 FILE: Y01107-Independence mzd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: OAKWOOD STREET&E.MAIN STREET Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E.Reported crash experience. Criteria Met Criteria— Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be ® E-1 F-1 A. expected to provide reasonable compliance with the law. 0 E-1 X B. A street entering a designated through highway or street;and/or EC. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than X A. 2,000 units per day; ❑ O B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under ❑ C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. >< Criteria are clearly met recommending installation of YIELD r STOP sign(Circle designated sign type) Designate Location: OAKWOOD STREET YIELD TO E.MAIN STREET B, 0 Criteria are not clearly met at this time-no further action recommended C. F-1 Criteria may or may not be met-additional engineering study required By: r Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By: Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 `�Manual on Uniform Traffic Control Devices(MUTCD) \\milkyway\EEI_Storage\Does\Public\Yorkville\2011\YO1107-C Dolph&Slate Yield Signs\Eng\[Yield Evaluation Form-Main&Oakwood xlsx]Sheetl fo 100 1.�.� � Feet .�4 Win r I -,rte t i r5 • N VW 1 f T t 1 J I f A DATE: Engineering Enterprises November1107 OAKWOOD STREET AT N 9 9 p PROJECT NO.: 52 V)heeier Road Y01 107 -1ugar Grove, Illinois 6055zl BY. KKP EAST MAIN STREET (630) 466-6700 PATH: WwyeEhV'J.CUf : SPUBLIGWORKVILL02011) Y01107-Oakwood mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: COTTONWOOD TRAIL&DIEHL FARM LANE Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E. Reported crash experience. Criteria Met Criteria— Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be linj E-1 F-1 A' expected to provide reasonable compliance with the law. ❑ ® B. A street entering a designated through highway or street;and/or ❑ ❑ � C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than F-1 ❑ � A. 2,000 units per day; ❑ ❑ B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under F-1 ❑ C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. X Criteria are clearly met recommending installation of<EDIr STOP sign(Circle designated sign type) Designate Location: COTTONWOOD TRAIL YIELD TO DIEHL FARM LANE B. ❑ Criteria are not clearly met at this time-no further action recommended C. ❑ Criteria may or may not be met-additional engineering study required By: Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By: Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 �`Manual On Uniform Traffic Control Devices(MUTeDi sway\EEI_Slorage\Dots\Public\Yorkville\2011\YO1107-C Dolph&State Yield Signs\Eng\[Yield Evaluation Form-Diehl Farm&Collonwood xlsx]Sheell 0 100 Feet Veterans Pr- 1 _ �4 I i ■, . t • DATE. November 2013 N Engineering Enterprises PROJECT NO.: COTTONWOOD TRAIL AT 52 Wheeier Road Y01107 Sugar Grow, Illinois 60554 BY: DIEHL FARM LANE KKP I (630) 166-6700 PATH-, t t.°'V." , •� :.°'T p{.('.,$1pu@L,CivOi1N.VIlLELYgin FILE: YO 11 37-CcKonwoM.mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: COTTONWOOD TRAIL/CHESTNUT LANE&JOHN STREET Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E.Reported crash experience. Criteria Met Criteria— Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: (p1 An intersection of a less important road with a main road where application of the normal right-of-way rule would not be IZN ❑ El A' expected to provide reasonable compliance with the law. ❑ [A X B. A street entering a designated through highway or street;and/or ElE:1 C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: F-1 ❑ � The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A 2,000 units per day; ❑ ❑ B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under ❑ ❑ C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. )< Criteria are clearly met recommending installation of<YIELD>STOP sign(Circle designated sign type) Designate Location: COTTONWOOD TRAIUCHESTNUT LANE YIELD TO JOHN STREET B. u Criteria are not clearly met at this time-no further action recommended C ❑ Criteria may or may not be met-additional engineering study required By: Date: 11/11/2013 SENIOR PROJECT ENGINEER Title �y. By: I �J Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 "`Manual on Uniform Traffic Control Devices(MU\TQ4*ay\EEI_Storage\Docs\Public\Yorkville\2011\YO1107-C Dolph&Stale Yield Signs\Eng\[Yield Evalualion Form-John&Co11onmod-CheslnuLxlsxlSheel1 o BOO �..��. Feet t W r r t f John. Ilk � . TV Qy4 i •�� Seq�oJay � I DATE: 1. Engineering Enter rises November 2013 N 9 � P PROJECT NO,: COTTONWOOD TRAIL / 52 }blhE'.vler Road Y01107 Sugar Gi`ove, Illinois 605t)i BY: KKP CHESTNUT LANE AT (630) 466.6700 PATH: JOHN STREET H\GIS\PUBLICIYORKVILLE\2011\ FILE: Y01107-Cotlon=02 mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: CHESTNUT LANE&SYCAMORE ROAD Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E.Reported crash experience. Criteria Met Criteria** Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be ® E-] El expected to provide reasonable compliance with the law. ❑ ❑ X B. A street entering a designated through highway or street;and/or ❑ ❑ C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: ❑ ❑ The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A. 2,000 units per day; ® El F-1 B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or ❑ ❑ Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. >< Criteria are clearly met recommending installation of YIELD r STOP sign(Circle designated sign type) Designate Location: CHESTNUT LANE YIELD TO SYCAMORE ROAD B. ❑ Criteria are not clearly met at this time-no further action recommended C. ❑ Criteria may or may not be met-additional engineering study required By: LIL, Y Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By. Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 `*Manual on Uniform Traffic Control Devices(MUTCDrmilkyw y\EEI_Storage\Docs\Public\Yorkville\2011\YO1107-0 Dolph 8 Stale Yield Signs\Eng\[Yield Evaluation Form-Chestnut&Sycamore,xlsx]Sheell 0 100 ............. ---Feet 5equioia �f t �p N A y O (D �y _ E `� �shesfnur A I 'J y' DATE: N Engineering Enterprises November 2013 y PROJECT NO.: Y01107 CHESTNUT LANE AT 52 �rU�1L'C'l(.f IRCIc`lCl SLIgar Grave, Illinois 6055.1 13Y: KKP SYCAMORE ROAD (630) 466-6700 PATH: H:\OIS\PUBLIC\YORKVILLE12'111 {gll.}I1.R:':fSYLP1I.LQI3T 1_ILE: Y01107-Chestnut mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: WHITE PLAINS LANE&IROQUOIS LANE Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E. Reported crash experience. Criteria Met Criteria" Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: A. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be F-1 ED hi expected to provide reasonable compliance with the law. F7F B. A street entering a designated through highway or street;and/or 0 C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A. 2,000 units per day; E:1 the The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. Criteria are clearly met recommending installation of CDr STOP sign(Circle designated sign type) Designate Location: WHITE PLAINS LANE YIELD TO IROQUOIS LANE B. F—] Criteria are not clearly met at this time-no further action recommended C. Criteria may or may not be met-additional engineering study required By: Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By: /�0 Date: 11/11/2013 VICE PRESIDENT Title `Based upon Professional Engineer's Review 10/10/2013 **Manua I on Uniform Traffic Control Devices(MUTCDfiilkyway\EEI_Slorage\Dots\Public\Yorkville\2011\Y01107-C Dolph&Slate Yield Signs\Eng\[Yield Evalualion Form-While Plains&Iroquois xlsx]Sheell �0 100 s i c a � White Plains Western DATE: Engineering p Enter rises November 2013 N PROJECT NO.: Y01 107 WHITE PLAINS LANE BY: KKP AT IROQUOIS LANE PATH: H:1G I S\P U B L I C\Y O R K V I L LE12011' FILE: Y01107-WhitePlains mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: WILLOW WAY/EVERGREEN LANE&JOHN STREET Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E. Reported crash experience. Criteria Met Criteria— Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be ® Cl El A' expected to provide reasonable compliance with the law. B A street entering a designated through highway or street;and/or 0 C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A. 2,000 units per day; a B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or F7 F] Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. Criteria are clearly met recommending installation of YIELD r STOP sign(Circle designated sign type) Designate Location: WILLOW WAY/EVERGREEN LANE YIELD TO JOHN STREET B. F7 Criteria are not clearly met at this time-no further action recommended C. El Criteria may or may not be met-additional engineering study required By: Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By: /3/ Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 ""Manual on Uniform Traffic Control Devices(MU\TiGl4ay\EEI_Storage\Docs\Public\Yorkville\2011\YO1107-C Dolph 9 State Yield Sigus\Eng\[Yield Evaluation Form-Willow-Evergreen&Johnxlsx xlsxiSheell M t o goo Feet l } i w Willa Eveigreen c r -L Y GATE: Engineering Enterprises PROJECT NO,: November 2013 WILLOW WAY / N Yo„°' BY: EVERGREEN LANE AT PATH: JOHN STREET H Yp1yWUpLIGYYtlItKNLLEI7�G 114 FILE: Y01107-Wi4lew.mxd. UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: MAIN STREET&KING STREET Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E. Reported crash experience. Criteria Met Criteria— Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be A. expected to provide reasonable compliance with the law. 0 0 B. A street entering a designated through highway or street;and/or OC. An unsignalized intersection in a signalized area.. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than El 0 ® A. 2,000 units per day; ® 0 B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under 0 0 C. the normal(ght-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. Criteria are clearly met recommending installation of<ED>STOP sign(Circle designated sign type) Designate Location: MAIN STREET YIELD TO KING STREET B. 0 Criteria are not clearly met at this time-no further action recommended C. El Criteria may or may not be met-additional engineering study required By: Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By: /*—:11) Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 �'Manual on Uniform Traffic Control Devices(MUTCD) \\milkyway\EEI-Storage\Docs\Public\Yorkville\2011\Y01107-C Dolph&State Yield Signs\Eng\[Yield Evaluation Form-Main&King,x1sxlSheeL1 l 0 100 <Feet r Center'" . I I � Y 7.- r r Y .0 6 T I _ ° I " I t f^ M �7YAf.Iw� IDATE ET7g1ilE'.efYilg EntE'.1'�ii'1$e5 November 2013 N PROJECT NO,: Y01107 MAIN STREET AT 52 Wheeler Road 5ug t-Grave, Illinois 60554 'BY- _ KKP KING STREET (530) 465-6700 PATH: ww .E'E'ipveb�coln H'\GIS\PUBLIC\1107- LLE\mxd T ! FILE: i Y01107-Main mxd UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: WALSH DRIVE&WALSH CIRCLE Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D.Sight distance available on each approach;and E.Reported crash experience. Criteria Met Criteria— Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be 0 A. expected to provide reasonable compliance with the law. ® � B. A street entering a designated through highway or street;and/or El0 X C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: ❑ The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A. 2,000 units per day; ❑ B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with lieN the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under F-1 E71 ® C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: A. >< Criteria are clearly met recommending installation of<2Dr STOP sign(Circle designated sign type) Designate Location: WALSH DRIVE YIELD TO WALSH CIRCLE/WALSH DRIVE B. F—] Criteria are not clearly met at this time-no further action recommended C. F-1 Criteria may or may not be met-additional engineering study required By: 14114 e Date: 11/11/2013 SENIOR PROJECT ENGINEER Title BY Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 "Manual On Uniform Traffic Control Devices(MUTCD)\\milkyway\EEI_Slorage\Docs\Public\Yorkville\2011\YO1107-C Dolph&Stale Yield Signs\Eng\[Yield Evaluation Form-Walsh Dr&Walsh Qr xls]Sheett i Feet r • �� LL 1 v l• .r,R { Engineering Enterprises I PROJECT NO: • PATH � I r UNITED CITY OF YORKVILLE TWO WAY YIELD OR STOP PRELIMINARY ENGINEERING EVALUATION Location: (LOWER)ADAMS STREET&VAN EMMON STREET Evaluation Criteria Guidance:Engineering judgement should be used to establish intersection control.The following factors should be considered: A.Vehicular,bicycle,and pedestrian traffic volumes on all approaches; B.Number and angle of approaches; C.Approach speeds; D Sight distance available on each approach;and E Reported crash experience. Criteria Met Criteria— Additional Study Yes Required No I.YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: ❑ A. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law. EB. A street entering a designated through highway or street;and/or u L C. An unsignalized intersection in a signalized area. II.In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular,bicycle,and pedestrian volume entering the intersection from all approaches averages more than A' 2,000 units per day; fl B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under C. the normal right-of-way rule have been reported within a 3-year period,or that three or more such crashes have been reported within a 2-year period. Based on a preliminary review of the criteria for a YIELD or STOP sign the following action Is recommended: A. X Criteria are clearly met recommending installation of CD r STOP sign(Circle designated sign type) Designate Location: ADAMS STREET YIELD TO VAN EMMON STREET B. F—] Criteria are not clearly met at this time-no further action recommended C. Criteria may or may not be met-additional engineering study required By: �n_111199_ Date: 11/11/2013 SENIOR PROJECT ENGINEER Title By — Date: 11/11/2013 VICE PRESIDENT Title Based upon Professional Engineer's Review 10/10/2013 **Manual on Uniform Traffic Control Devices(MUTCD�milkyway\EEI_storage\Docs\Public\Yorkville\2011\YOl107-C Dolph&Slate Yield Signs\Eng\[Yield Evaluation form-Adams&Van Forman xlsx]Sheeti 0 100 _ --z3omor-1 Feetl. c' m a :q loan Etn on I I a � alOrfSOn r T � IRATE: Engineering Enterprises November 2013 N PROJECT NO.: Y01107 ADAMS STREET AT 5�' UVi�,Ltl�:t' IBC?rlti � Sugar Grave, [ilinoi�; 60554 IBY: KKP VAN EMMON STREET (630) 466-6700 IPATH: H 1GISIPUBLI C\YORKVILLE120111 I'VI' .eeiwo 3.00l1T (FILE: Y01107-Adams2 mzd Reviewed By: Agenda Item Number Legal 1-1 NB #6 Finance ■ EST ''� - 1836 Engineer ■ City Administrator ■ Tracking Number GHuman Resources ❑ Community Development ❑ PW 2013-56 y� Police ❑ ALE Public Works ■ Parks and Recreation ❑ Agenda Item Summary Memo Title: Capital Improvement Plan Meeting and Date: PW Committee—November 19, 2013 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: N/A Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Bart Olson Administration Name Department Agenda Item Notes: Have a question or comment about this agenda item? Call us Monday-Friday,8:OOam to 4:30pm at 630-553-4350,email us at azendas(a yorkville.il.us,post at www.facehook.com/C`ityofYorkville tweet us at @CityofYorkville,and/or contact any ofyour elected officials at http://Www;yorkville.iLus/zov oEicials.php ♦��D cl i Memorandum To: Public Works Committee EST 1 ism From: Bart Olson, City Administrator cL �--:7- � cc: Date: November 14, 2013 � L ;y�,� Subject: Capital Improvement Plan LE Summary Review of a preliminary FY 15 capital improvement plan. Background The City last discussed a capital improvement plan in November 2010. At the time, the City Council informally adopted a schedule of projects that needed to be completed through FY 16. For your reference, the 2010 packet materials are attached. City Engineer Brad Sanderson and Public Works Director Eric Dhuse have compiled a list of projects that need to be completed in the next five fiscal years, pursuant to City commitments, City Council policy direction, and the staff recommendations. The list is attached and we will go through the items in the meeting. The high profile items are: 1) WM01 through WM15, WWO1, and RWO1 are Road to Better Roads paving and infrastructure projects, as tentatively approved by the City Council in the five year budget document and Road to Better Roads plan. a. For FY 15, the City Council will not likely be able to afford the amount of projects currently listed. Roads will either have to be removed, or funding will have to be designated. 2) The East and West Kendall Drive repaving and infrastructure repairs in WM16, WM 17, RW02, RW03 are warranted in FY 15 or sooner,based on recommendations in the Road to Better Roads study. The study came to that conclusion based on cost efficiencies to be achieved in repairing the roadway at its current state and also due to the condition of the road surface. This project is in the "future years" category however, because the total cost of repaving, repairing water mains, and repairing sewer mains is likely to be more than$3.1 million. 3) The Game Farm Road project is currently funded in the budget and is represented in items WM18,WW02, and RW05. 4) The City placed one mile worth of watermain in the Route 71 right-of-way years ago. That watermain must be relocated as part of the Route 71 expansion, expected to begin at the end of 2015 or the beginning of 2016. The cost of the watermain relocation is reflected in WM20. 5) A new well and treatment plant will need to be installed at the Bristol Bay water tower in the near future, as our population grows. This is reflected in WM23. 6) Kennedy Road and Mill Road both need to be resurfaced and expanded in the near future, and both are developer obligations in the Grande Reserve annexation agreement. However, the trigger for those payments is based on permits issued in the subdivision, and there is a possibility that the triggers will not be met before the roads need to be redone. These projects are listed as RW 11 and RW 12. 7) The City agreed to take on intersection improvement obligations in the Bristol Bay annexation agreement. These are listed in RW 15. Recommendation The actual CIP document does not need to be formally adopted until FY 15 budget approval. As part of the budget process, the City will have figure out which projects can be funded and which ones must be pushed off indefinitely. We are seeking feedback on the list of items and timing for purposes of finalizing our budget proposal. DRAFT UNITED CITY OF YORKVILLE CAPITAL IMPROVEMENT PROGRAM-FY2015-2019 PROJECT COST SUMMARY Project Project Future Total Code Title FY15 FY16 FY17 FY18 FY19 Years Cost WM01 ,Adrian Street Watermain Replacement __ 370,400 370,400 'WM02 (West Ride Street Watermain Replacement 497 800 - 497,800 'WM03 IHeuslis Street Watermain Replacement 278.100 - - - 278,100 WM04 Morgan Street Watermain Replacement 338.600 338,600 'WM05 'W-Washin ton Street Watermain Replacement 201,800 - - 201.800 WMOB AippJefres Court Watermain Replacement - 164,200 - 164.200 WM07 Center Parkway Watermain Replacement 718,400 718,400 1NM08 (Conover Court Watermain Replacement - 295,000 - _ - 295,000 WM09 E Fos SUeel Watermain Ra cement 261,100 261,100 WM10 East Washington Watermain Replacement 335.400 _ 335,400 INM11 Church Street Watermain Replacement - 442.800 _ - - 442,800 WM12 W.Washington Street Watermain Replacement 222,350 222.350 INM13 Powers Court Watermain Replacement - - 167,000 - 167,000 INM14 Orange Street Watermain Re lacement - - - 712,700 - - 712.700 INM15 Oran alO4"Watsmtakl I 196,200 196.200 INM16 East Kendall Drive Watermain Replacement - - - 787,200 787.200 WM17 West Kendall Drive Watermain Re lacement - 1,452,900 1.452,900 WM18 Somonauk Street/Game Farm Road Watermain Replacement 223,800 - 223,800 IuVM19 Elizabeth Street Watermain Replacement - 410.800 410.800 IWM20 Fit 71 Watermain Replacement 35,000 516,250 481,250 1„032.500 'WM21 I Well No,7 Standby Generator 350,000 350,000 'WM22 Beaver Street Standby Generator 87,500 87,500 WM23 Well No-6 and Water Treatment Plant 200,000 2.355.000 2,300.000 4,855.000 'WM24 'Well No-3 Rehabilitation 170,000 170.000 W M25 iRadio-Read Meter Retrofit - - - - 250,000 250.000 Sub-Total Water 1,721,700 2,514.150 1,313,400 1.108,900 2,355.000 5.808.400 14,821,550 WWO1 SSES Rehabilitation and Replacement 903.200 215.000 500.000 1.618,200 WW02 Somonauk Street/Game Farm Road Sanitary Sewer Repair - 31,750 - - - 31,750 INW03 202 River Road Sanitary Sewer 120.000 120.000 INW04 SCADA - 205,000 205.000 Sub-Total Sanitary 903.200 31.750 335.000 - 705.000 1.974.950 HW01 Roads to Better Roads Program 855,000 855,000 855,000 855,000 855,000 4.275,000 RW02_E.Kendall Drive 311,000. 311.000 IRWO3 W.Kendall Drive 694,000 694.000 IRWO4 River Road Bride 5.000 5.000 IRWO5 Somonauk Street/Game Farm Road Improvements 360.000 5.470.000 1,100,000 _ 6,930.000 FIW06 L Safe Routes to School 2,500 - 2,500 IRW07 IiTEP Grant-Kennedy Road Shared Use Path 97,700 14,000 1,330.900 147.900 - 1,590,500 .RW08 IITEP Grant-Rt 47 Streetlighting 40,000 761.500 - - • 801.500 R W 09 ICannonbau Trail LAFO 400,000 400,000 RW10 Kfirincuty noial tAutumn Ctea+.kl 7,172,000 - 1,172000 IRW11 R'ellrea'It•Road 3,087 500 3.087.500 RW12 MW Re ad 2.125.000 2,125.000 RW13 Baseline Road - - - 558,000 558,000 RW13 Corneils Road - 249,000 249,000 RW1a Beecher Road - 167.100 167.100 RW 15 Rt 47 and Galena Improvements 3,425.000 3,425,000 RW16 Baseline Road Bride _ 52.000 52,000 IR W 17 Rt 71 Improvements 110,400 - 110,400 IRW18 Rt34Im rovements - 90.000 - _ 90.000 IRW 19 .Sidewalk Replacement Program _ 10,000. 10,000 10.000 10.000 10,000 50,000 IRW20 1Rt 34 and Sycamore Permanent Traffic Signal - - 250.000 250,000 Sub-Total Roadwa 2.942,200 7.200.500 1406.300 1,012.900 865,000 10,918,600 26,345.500 DR01 ;Sunflower Estates 135,000 135.000 OTHER Material Si.5ragE Building-Publlc Works - 70.000 70.000 ANNUAL PROGRAM TOTALS 1 5,702,1001 _ 9.746,400 5 054700 2121,600 3,220 000 17.502 ELL A3.347,000 G—b-0-0-7 C C Improxna,i Prrg,em\EN�0nvr !Pr:grmrn S-1—PY 1519 dsISRTs XXXX-Red text indicates partially or fully funded by development funds 2015-2019 CAPITAL PROJECT SHEET Proj. #: F WM01 Project Description: Adrian Street Water Main Rep lacement Dept.: public Works V Project Type: Ne„,�rolect Replacement/Maint. Expansion lion-CIP Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL 25,400 Design Engineering 25,400 Construction Engineering 28,500 s 28,500 Land Acquisition _ _ Infrastructure Improvements 316,500 316,500 Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST 370,400 - - - - 370,400 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1 1 TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 1220 feet of existing watermain from W.Washington to Blaine. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM02 Project Description: West Ridge Street Water Main Replacement Dept.: Public Works 1W Project Type: New Project �--� Replacement/Mai nt. J Expansion ! 1 Non-UP Itern Fund: 130-Capital Improvement IV Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 34,100 34,100 Construction Engineering 38,300 38,300 Land Acquisition Infrastructure Improvements 425,400 425,400 Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST 497,800 - - - - - 497,800 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs s j - TOTAL FUNDING SOURCES 1.Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 1350 feet of existing 6"watermain installed in the early 1900's with 8"watermain from S. Main to the West end. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected OperatinQ Expenses - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM03 Project Description: Heustis Street Water Main Replacement Dept.: ' Public Works � Pro j ect T yp e: Nell'project Replacement/Maint. "-� Expansion Non-C'iP Item Fund: 130-Capital Improvement IV Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 19,100 19,100 Construction Engineering 21,400 21,400 Land Acquisition_ ` Infrastructure Improvements 237,600 237,600 Building Improvements �. Machinery and Equipment Other/Miscellaneous TOTAL COST 278,100 - - - - 278,100 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 750 feet of existing watermain from E. Fox to East Orange. 2. Describe the,project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM04 Project Description: Morgan Street Water Main Replacement Dept.: Public Works V Project Type: New project Replacement/Mai nt. d Expansion N 140n-ciP Item Fund: 130-Capital Improvement qW Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering _ 23,200 23,200 Construction Engineering 26,100 26,100 Land Acquisition " Infrastructure Improvements 289,300 289,300 Building Improvements Machinery and Equipment ` Other/Miscellaneous TOTAL COST 336,600 - - - - - 338,600 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs V - TOTAL FUNDING SOURCES - - - - - 1.Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 1050 feet of existing watermain from W.Fox to W.Dolph. 2. Describe the project status and completed work. 3. Describe any;anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM05 Project Description: W.Washington Street Water Main Replacement Dept.: Public Works V Project Type: n�e�� Project Ron-Gri Item aint. Expansion 1SOB-CiP It1�rn Fund: 130-Capital Improvement qW Priority: Ongoing V BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 13,800 13,800 Construction Engineering 15,600 i 15,600 Land Acquisition Infrastructure Improvements 172,400 _ 172,400 Building Improvements Machinery and Equipment u� Other/Miscellaneous " TOTAL COST 201,800 - - - - - 201,800 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs q - TOTAL FUNDING SOURCES - - - - 1.Briefly Describe and provide'ustification for this Capital Project Request. This project consists of replacing 620 feet of existing watermain from State to West end. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM06 Project Description: Appletree Court Water Main Replacement Dept.: Public Works qW Project Type: �f Replacement/Maint. —{ Expansion `I lion-UP Item Fund: 130-Capital Improvement W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015. FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 10,700 10,700 Construction Engineering 13,500 13,500 Land Acquisition _ Infrastructure Improvements 135,000 135,000 Building Improvements " Machinery and Equipment Other/Miscellaneous 5,000 5,000 TOTAL COST - 164,200 - - - 164,200 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 490 feet of existing watermain from Rt 47 to West end. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantity and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Ex enses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM07 Project Description: Center Parkway Water Main Replacement Dept.: Public Works V Project Type: No o�oject Replacement/Maint. FJ Expansion lion-GP Item Fund: 130-Capital Improvement W Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 48,400 _ 48,400 Construction Engineering 60,000 60,000 Land Acquisition " Infrastructure Improvements 605,000 605,000 Building Improvements tt - Machinery and Equipment i _I Other/Miscellaneous ! 5,000 5,000 TOTAL COST - 718,400 - - - - 718,400 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1 1 - 1W - TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Re uest. This project consists of replacing 2,200 feet of existing watermain from Countryside to Kendall Dr. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - " Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM08 Project Description: Conover Court Water Main Replacement Dept.: public Works V Project Type: u Ne`^'project L] Replacement/Maint. ❑ Expansion NOn-CiP Item Fund: 130-Capital Improvement j Priority:::Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering - Construction Engineering _ - Land Acquisition Infrastructure Improvements 290,000 290,000 Building Improvements Machinery and Equipment Other/Miscellaneous 5,000 5,000 TOTAL COST - 295,000 - - - - 295,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs � I " V TOTAL FUNDING SOURCES - - - - - - 1. Brief ly Describe and provide justification for this Capital Project Request. This project consists of replacing existing water main within Conover Court. 2. Describe the.project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM09 Project Description:)E. Fox Water Main Replacement Dept.: public Works V Project Type: New project Replacement/Mai nt. Expansion Ll 100-LAP It1 rn Fund: 130-Capital Improvement IV Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 17,400 17,400 Construction Engineering 21.700 21,700 Land Acquisition - Infrastructure Improvements 217,000 217,000 Building Improvements Machinery and Equipment " Other/Miscellaneous 5,000 5,000 TOTAL COST 261,100 - - - - 261,100 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs V - TOTAL FUNDING SOURCES - - - - 1.Briefly Describe and provide'ustificativn for this Capital Project Request. This project consists of replacing 790 feet of existing water main from Mill to Bell. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operatinq Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM10 Project Description: E.Washington Street Water Main Replacement Dept.. Public Works 1W Project Type: Now Project Replacement/Mai nt. Expansion lion-Q?Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 22,400 22,400 Construction Engineering 28,000 28,000 Land Acquisition - Infrastructure Improvements 280,000 280,000 Building Improvements Machinery and Equipment Other/Miscellaneous 5,000 5,000 TOTAL COST - 335,400 = _ _ - 335,400 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 1,020 feet of existing water main from Rt 47 to Mill. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated. None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM11 Project Description: Church Street Water Main Replacement Dept.: Public Works 1W Project Type: J New'Woject Replacement/Maint. Expansion L'11 iw-i rp item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 29,700 29,700 Construction Engineering 37,100 1 37,100 Land Acquisition Infrastructure Improvements 371,000 1 371,000 Building Improvements " Machinery and Equipment Other/Miscellaneous 5,000 5,000 TOTAL COST - - 442,800 - - - 442,800 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES 1.Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 1,350 feet of existing water main from River to Somonauk. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM12 Project Description: W.Washington Street Water Main Replacement- Dept.: Public Works qW Project Type: Nev,;Project Replacement/Maint. —s Expansion _ lion-LIP Item Fund: 130-Capital Improvement W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 14,700 14,700 Construction Engineering 18,400 1 1 18,400 Land Acquisition Infrastructure Improvements 184,250 184,250 Building Improvements Machinery and Equipment Other/Miscellaneous 5,000 5,000 TOTAL COST - - 222,350 - - - 222,350 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - 1.Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 670 feet of existing water main from Rt 47 to State 2. Describe the project status and completed work. 3.Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Ex enses - - - _ Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: , WM13 Project Description: Powers Court Water Main Replacement Dept.: Public Works 1W Project Type: New Project Replacement/Mai nt. Expansion Li mn-ao Itzrn Fund: 130-Capital Improvement 1W Priority: Ongoing qV BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 11,000 11,000 Construction Engineering 13,500 13,500 Land Acquisition " Infrastructure Improvements 137,500 j 137,500 Building Improvements Machinery and Equipment Other/Miscellaneous 5,000 5,000 TOTAL COST - - 167,000 - - - 167,000 Funding Source{s} FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs - - — TOTAL FUNDING SOURCES - - - - 1.Briefly Describe and provide'ustificatian for this Capital Project Request. This project consists of replacing 500 feet of existing water main from W.Kendall Drive to East end. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - _ - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM14 Project Description: grange Street Watermain Water Main Replacement. Dept.: Public Works V Project Type: U Ne`^'?-oject Replacement/Maint. u Expansion lion-CIP Item Fund: 130-Capital Improvement - Priority: Ongoing V BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 48,400 48,400 Construction Engineering 54,500 54,500 Land Acquisition - Infrastructure Improvements 604,800 604,800 Building Improvements - Machinery and Equipment - Other/Miscellaneous 5,000 5,000 TOTAL COST - - - 712,700 - - 712,700 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 2,015 feet of existing water main from Main Street to the East End. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated. None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM15 Project Description: Orange/Olsen Water main Water Main Looping Dept.: Public Works 1W Project Type: A New project Replacement/Maint. Expansion lion-CiP Item Fund; 130-Capital Improvement V Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOU_RCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 9,200 9,200 Construction Engineering 11,500 11,500 Land Acquisition 15,000 15,000 Infrastructure Improvements 1559500 155,500 Building Improvements Machinery and Equipment - Other/Miscellaneous 5,000 5,000 TOTAL COST - - 196,200 - - 196,200 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - 1.Briefly Describe and provide justification for this Capital Prv'ect Request. This project consists of looping the water main at the east end of Orange and Olsen 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated. None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM16 Project Description: East Kendall Drive Water Main Replacement Dept.: Public Works V Project Type: � New wo1e`t Replacement/Maint. Expansion lion-CIP Item Fund: 130-Capital Improvement 1W Priority: Ongoing 4W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 53,000 53,000 Construction Engineering 66,200 66,200 Land Acquisition Infrastructure Improvements 663,000 663,000 Building Improvements Machinery and Equipment Other/Miscellaneous 5,000 5,000 TOTAL COST - - - 787,2001 787,200 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1 TOTAL FUNDING SOURCES - - - - 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 2,410 feet of existing water main that has a history of breaks from Countryside to Center. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM17 Project Description: West Kendall Drive Water Main Replacement Dept.: public Works Project Type: New Project Replacement/Maint. Expansion LJ lion-C6,ItLhm Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 98.000 98,000 Construction Engineering 122,000 122,000 h Land Acquisition Infrastructure Improvements _ 1,227,900 1,227,900 Building Improvements Machinery and Equipment F Other/Miscellaneous 5,000 5,000 TOTAL COST - - - - 1,452,900 1,452,900 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1W . — - TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 4,465 feet of existing water main that has a history of breaks from Countryside to Center. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - ' Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM18 Project Description: Somonauk Street/Game Farm Road Watermain Water Main Replacement Dept.: Public Works 1W Project Type: New Project B Replacement/Maint. Expansion 1San-f ib Item Fund: 130-Capital Improvement 1W Priority: Ongoing V BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 15,000 15,000 Construction Engineering 16,900 16,900 Land Acquisition Infrastructure Improvements 186,900 186,900 Building Improvements _ Machinery and Equipment _I Other/Miscellaneous 5,000 5,000 TOTAL COST - 223,800 - - - - 223,800 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1 - IV TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of completing an 8"water main loop on Somonauk. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated. None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: , WM19 Project Description: Elizabeth Water Main Replacement Dept.: Public Works 1W Project Type: j xqw project Replacement/Maint. Expansion lion-UP Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 27,500 27,500 Construction Engineering ° 34,300 34,300 Land Acquisition Infrastructure Improvements 344,000 344,000 Building Improvements Machinery and Equipment Other/Miscellaneous ! 5,000 5,000 TOTAL COST - - - - 410,8001 410,800 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES 1.Briefly Describe and provide justification for this Capital Pra'ect Request. This project consists of replacing 1,250 feet of existing 4"water main with 8"water main from Main to West end. 2. Describe the project status_ and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - ° Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM20 Project Description: Rt 71 Water Main Replacement Dept.: Public Works V Project Type: 1,1 NG%A,project q Replacement/Maint. I Expansion Ll NOri-CiP Item Fund: 130-Capital Improvement V Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 35,000 35,000 70,000 Construction Engineering 43,750 43,750 87,500 Land Acquisition Infrastructure Improvements 437,500 437,500 875,000 Building Improvements Machinery and Equipment Other/Miscellaneous _ TOTAL COST 35,000 516,250 481,250 - - 1,032,500 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Request. This project consists of replacing 5,000 feet of existing water main that is in conflict with the Rt 71 roadway improvements. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM21 Project Description: Well No.7 Standby Generator Dept.: Public Works . Project Type: C I ,News Project Replacement/Maint. F71 Expansion Non-05,Item Fund: 130-Capital Improvement V Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 25,000 25,000 Construction Engineering i 15,000 15,000 Land Acquisition Infrastructure Improvements 310,000 310,000 Building Improvements _ - Machinery and Equipment Other/Miscellaneous TOTAL COST - - - - - 3509000 350,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - - 1. Briefly Describe and provide justification for this Capital Project Request. New Standby Generator for Well No. 7,which has a 400 HP motor,and Water Treatment Plant. Would allow operation of the well and Water Treatment Plant during a power outage. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM22 Project Description: Beaver Street BPS Standby Generator Dept.: public Works Project Type: N6\M Project Replacement/Maint. Expansion Non-C'i?Item Fund: 130-Capital Improvement w] Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 7,500 7,500 Construction Engineering 5,000 5,000 Land Acquisition Infrastructure Improvements 75,000 75,000 Building Improvements Machinery and Equipment ` Other/Miscellaneous TOTAL COST - - - - - 87,500 87,500 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES 1. Briefly Describe and provide'usti#cation for this Capital Protect Request. New Standby Generator for Beaver Street Booster Pump Stations. Would allow operation of the BPS during a power outage. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - _ Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: I WM23 Project Description: Well No. 6 and Water Treatment Plant Dept.: public Works V Project Type: N914 Project G Replacement/Maint. E Expansion L w0n-CIP Item Fund: 130-Capital Improvement y Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 200,000 50,000 250,000 Construction Engineering 165,000 160,000 325,000 Land Acquisition - - Infrastructure Improvements 2,140,000 2,140,000 4,280,000 Building Improvements - Machinery and Equipment - Other/Miscellaneous " TOTAL COST - - - 200,000 2,355,000 2,300,000 4,855.000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - 1. EIriedIT Describe and provide justification for this Capital Project Request. New 1,000 GPM(1.44 MGD)capacity well and water treatment plant for north pressure zone. This facility should be operational prior to the City population reaching 25,000. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - _ Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM24 Project Description: Well 3 Rehabilitation Dept.: Public Works 1W Project Type: 8 N014'Project Replacement/Maint. Expansion _ Non-C'iP Item Fund:1 130-Capital Improvement 9W Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering _ _ 8,000 8,000 Construction Engineering 12,000 12,000 Land Acquisition Infrastructure Improvements 150,000 150,000 Building Improvements ' Machinery and Equipment _ } Other/Miscellaneous TOTAL COST - - - 170,0001 170,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs - TOTAL FUNDING SOURCES - - - - - 1. Briefly Describe and provide ustification for this Capital Project Request. This project consists of performing miscellaneous well rehabilitation and maintenance for Well 3 and includes a new pump motor, 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WM25 Project Description: Radio-Read Meter Retrofit Dept.: Public Works qW Project Type: New Project L/J Replacement/Mai nt. Expansion 1dbr1-C'iP Item Fund: 130-Capital Improvement qV Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering Land Acquisition - Infrastructure Improvements 250,000 250,000 Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST - - - - - 250,000 250,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - - 1. Briefly Describe and provide justification for this Capital Project Request. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WW01 Project Description: SSES Rehabilitation and Replacement Dept.: public Works V Project Type: L New Project ] Replacement/Maint. L Expansion Non-CUP Item Fund: 130-Capital Improvement 1W Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering - Land Acquisition Infrastructure Improvements 903,200 215,000 500,000 1,618,200 Building Improvements - Machinery and Equipment Other/Miscellaneous - TOTAL COST 903,200 - 215,000 - - 500,000 1,618,200 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - - 1.Briefly Describe and provide justification for this Ca ital Project Request. This project consists of the replacement of the sanitary sewers,lining and MH rehabilitation as identified in the YBSD 2009 1 and I Study. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WW02 Project Description: Somonauk Street/Game Farm Road Sanitary Sewer Repairs Dept.: 1W Project Type: Pie`y Project Replacement/Mai nt. p Public Works f yP Expansion Non-Up Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering - Construction Engineering - Land Acquisition Infrastructure Improvements 31,750 31,750 Building Improvements - Machinery and Equipment Other/Miscellaneous TOTAL COST - 31,750 - - - - 31,750 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1W - TOTAL FUNDING SOURCES - - - - 1.Briefly Describe and provide justification for this Capital Project Request. This project consists of the replacement of the sanitary sewers prior as part of the roadway improvements. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project, Design Complete None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected O eratir Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WW03 Project Description: 202 River Road Sanitary Sewer Dept.: public Works V Project Type: Now project H Replacement/Mai nt. Expansion Non-OP Item Fund: 130-Capital Improvement qW Priority: Ongoing qW BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 10,000 10,000 Construction Engineering 10,000 10,000 Land Acquisition - Infrastructure Improvements 100,000 100,000 Building Improvements - Machinery and Equipment - Other/Miscellaneous - TOTAL COST - - ' 120,000 - - - 120,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - - - 1. Briefly Describe and provid e justification for this Capital Project Re uest. This project consists of the replacement of the sanitary sewer. Currenity runs beneath private garage. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project not initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2_018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WW04 Project Description: SCADA-WASTEWATER Dept.: Public Works V Project Type: Ne`^'°'oject Replacement/Maint. H Expansion Nan-0?Item Fund: 130-Capital Improvement w Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 20,000 20,000 Construction Engineering L 10,000 10,000 Land Acquisition Infrastructure Improvements 175,000 175,000 Building Improvements - Machinery and Equipment Other/Miscellaneous TOTAL COST - - - - 205,000 205,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES 1.Briefly Describe and provide•ustification for this Capital Project Request. This project consists of adding SCADA to the City's seven(7) Lift Stations. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project Not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: WO1 Project Description: Roads to Better Roads Program Dept.: public Works V Project Type: Nei, Project Replacement/Maint. Expansion Non-Q?Item Fund:', 130-Capital Improvement qW Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering Land Acquisition Infrastructure improvements 855,000 855,000 855,000 855,000 855,000 , 4,275,000 Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST 855,000 855,000 855,000 855,000 855,000 - 4,275,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) qW 605,000 605,000 605,000 605,000 605,000 3,025,000 Other W 250,000 250,000 250,000 250,000 250,000 1,250,000 1 TOTAL FUNDING SOURCES 855,000 855,000 855,000 855,000 855,000 - 4,275,000 1. Briefly Describe and provide justification for this Capital Project Request. This project is for various improvements to the City's streets as determined by the pavement management program. The streets are determined annually for improvements. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. $605,000-Fees $250,000-MFT 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW02 Project Description: E. Kendall Drive(Countryside to Center) Dept.: 'Public Works 1W Project Type: New project Replacement/Maint. H Expansion Non-CIP Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 21,000 21,000 Construction Engineering 21,000 21,000 Land Acquisition Infrastructure Improvements I 262,000 262,000 Building Improvements Machinery and Equipment Other/Miscellaneous 7,000 7,000 TOTAL COST - - - - - 311,0001 311,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) Other q 1 1 TOTAL FUNDING SOURCES - - - - - 1. Briefly Describe and provide justification for this Capital Project R29yest. This project is for the reconstruction of E. Kendall from Countryside to Center. Assumptions-Pavement Removal-4", Overlay 4". 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW03 Project Description: W. Kendall Drive(Countryside to Center) Dept.: public Works V Project Type: Now Project f 1 Replacement/Maint. Expansion IJ Win-07P Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 37,000 37,000 Construction Engineering 37,000 37,000 Land Acquisition - - " — Infrastructure Improvements 608,000 608,000 Building Improvements _ _ Machinery and Equipment Other/Miscellaneous 12,000 12,000 TOTAL COST - - - - 694,000 694,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) Other ' TOTAL FUNDING SOURCES - - - - - 1. Briefly Describe and provide justification for this Capital Project Request. This project is for the reconstruction of W.Kendall from Countryside to Center. Assumptions- Pavement Removal -4", Overlay 4" 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW04 Project Description: River Road Bridge Dept.: Public Works 1W Project Type: j New project � Replacement/Maint. d Expansion lion-tiP Run Fund: 130-Capital Improvement 1W Priority: Ongoing qW BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering _ - Construction Engineering 5,000 5,000 Land Acquisition Infrastructure Improvements Building Improvements Machinery and Equipment Other/Miscellaneous _ TOTAL COST 5,000 - - - - - 5,000 FunILnq Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) V - Other - TOTAL FUNDING SOURCES - - - 1. Briefly Describe and provide'ustification for this Capital Project Request. This project includes the reconstruction of River Road Bridge. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Currently in Construction-Bid Award=$1,4629862.55 IDOT Bridge Funds-NTE$1,936,000 Construction Engineering=$205,000 LA Funds-$484,000 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: JRW05 Project Description: Somonauk Street/Game Farm Road Improvements Dept.= Public Works V Project Type: New Project n Replacement/Mai nt. H Expansion r] 9d n-Lire Item Fund::! 130-Capital Improvement qW Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering 60,000 640,00"00,000 _ 800,000 Land Acquisition Infrastructure Improvements 300,000 4,830,000 1,000,000 6,130,000 Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST 360,000 5,470,000 1,100,000 - - - 6,930,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) V 102,000 1,642,200 599,312 2,343,512 Bond Issue(New) V 258,000 3,827,800 500,688 4,328,488 TOTAL FUNDING SOURCES 360,000 5,470,000 1,100,000 - - - 6,672,000 1. Briefly Describe and provide'ustification for this Capital Project Request. This project includes the reconstruction of Somonauk Street and Game Farm Road. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Currently in the Land Acquisition Phase KKCOM STP Funds Target Bid Letting-November 2014 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW06 Project Description: Safe Routes_to School Dept.: Public Works qV Project Type: New project � Replacement/Maint. Expansion ! liOn-Ci1ItLIM Fund: 130-Capital Improvement 9V Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering 2,500 2,500 Land Acquisition = -" Infrastructure Improvements Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST 2,500 - - - - 2,500 Funding Sources) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Applied) 1W TOTAL FUNDING SOURCES 1.Briefly Describe and provide justification for this Capital Project Request. This project is for the addition and replacement of sidewalk. A grant was applied for and recieved from the SPITS program. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Target Letting-November 2012 SPITS-Recieved Construction-June 2013 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operatin2 Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW07 Project Description: ITEP Grant Kennedy Road Shared Use Path Dept.: Public Works 1W Project Type: New1 Project Replacement/Maint.❑ Expansion lim-arp Item Fund: 130-Capital Improvement qW Priority: Ongoing 1W P P BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 83,700 83,700 Construction Engineering 142,700 15,900 158,600 Land Acquisition 14,000, 14,000 28,000 Infrastructure Improvements 1,188,200 132,000 1,320,200 Building Improvements Machinery and Equipment h Other/Miscellaneous TOTAL COST 97,700 14,000 1,330,900 147,900 - - 1,590,500 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) 74,000 7,000 1,064,700 1_ 118,300 1,264,000 23,700 7,000 266,200 29,600 326,500 TOTAL FUNDING SOURCES 97,700 14,000 1,330,900 147,900 1. Briefly Describe and provide`ustification for this Capital Project Request. This project is for the design and construction of a shared-use path along Kennedy Road. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Phase I Ongoing ITEP-$1,387,280 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW08 Project Description: ITEP- Rt 47 Streetlighting New project ReplacementJMaint.De t.: Public Works Project T yp e: Expansion J lifin-C'iP Itern Fund: 130-Capital Improvement w Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 40,000 40,000 Construction Engineering 40,000 40,000 Land Acquisition Infrastructure Improvements 721,500 721,500 Building Improvements - Machinery and Equipment Other/Miscellaneous - TOTAL COST 40,000 761,500 - - - - 801,500 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) 32,000 443,750 475,750 Other 8,000 317,750 325,750 TOTAL FUNDING SOURCES 40,000 761,500 1.Briefly Describe and provide justification for this Capital Project Request. This project is for the design and installation of the decorative street lights in the downtown area. The foundations and conduits are being installed as part of the IDOT Rt 47 project. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Work not initiated. ITEP-$491,270 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RWO9 Project Description: Cannonball Trail LAFO Dept.: public Works 1W Project Type: ® Now R-oject l � Replacement/Mai nt. Expansion Non-Cip Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering 50,000 1 50,000 Land Acquisition Infrastructure Improvements 350,000 350,000 Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST 400,000 - - - - - 400,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) V 300,000 300,000 Other 100,000 100,000 TOTAL FUNDING SOURCES 400,000 - - - - - 400,000 1. Briefly Describe and provide'ustification for this Capital Project Request, This project is funded with KKCOM funds. Design costs are 100%local. Construction Local match 25% 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project not initiated. KKCOM STP Funds 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW10 Project Description: Kennedy Road(Autumn Creek Portion) Project Type: News Project , Replacement/Maint. Dept.: public Works �f Expansion _ lion-GP Item Fund: 130-Capital Improvement qw] Priority:'Ongoing V BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering 100,000 1 100,000 Land Acquisition Infrastructure Improvements 1,072,000 1,072,000 Building Improvements - Machinery and Equipment - Other/Miscellaneous TOTAL COST 1,172,000 - - - - - 1,172,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) 1W 1,115,000 1,115,000 Other V 57,000 57,000 TOTAL FUNDING SOURCES 1,172,000 - - - - - 1,172,000 1.Briefly Describe and provide justification for this Capital Pro`ect Request. This project is for the reconstruction of Kennedy Road across the Autumn Creek project. The developer is to contribute$1,115,000 towards the improvement. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Developer-$1,115,000 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected operatin2 Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: w11 Project Description: Kennedy Road(From Autumn Creek to Galena) Dept.: Public Works 1W Project TypeH11 NG%A'Wolect _j Replacement/Mai nt. -- Expansion lion-01?Itefn Fund: 130-Capital Improvement 1W Priority: Qr7goifIg BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 247,000 247,000 Construction Engineering 370,500 370,500 Land Acquisition Infrastructure Improvements 1 _ 2,470,000 2,470,000 Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST - - - - - 3,087,500 3,087.500 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) Other - TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Pro`ect Request. This project is for the reconstruction of Kennedy Road from Autumn Creek to Galena Road, near Grand Reserve. The developer is to contribute$towards the improvement. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - ` Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW12 Project Description: Mill Road (From Kennedy Road to East End) Dept.: Public Works Project Type: 8 Neva Woject � Replacement/Maint. Expansion Non-cl?Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 170,000 _ 170,000 Construction Engineering 255,000 255,000 Land Acquisition _ - Infrastructure Improvements 1,700,000 1,700,000 Building Improvements Machinery and Equipment Other/Miscellaneous ° TOTAL COST - - - - - 2,125,000 2.125,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) - Other TOTAL FUNDING SOURCES - - - - - 1.Briefly Describe and provide justification for this Capital Project Request, This project is for the reconstruction of Mill Road from Kennedy Road to the east end, near Grand Reserve. The developer is to contribute$towards the improvement. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Pro ected Operating Expenses - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW13 Project Description: Baseline Road(From Rt 47 to City Limits) Dept.: public Works V Project Type: New Project L, Replacement/Maint. Expansion L Non-UP Item Fund: 130-Capital Improvement IV Priority: Ongoing IV BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 38,000 38,000 Construction Engineering 38,000 38,000 Land Acquisition Infrastructure Improvements 470,000 470,000 Building Improvements Machinery and Equipment ' Other/Miscellaneous 12,000 12,000 TOTAL COST - - - 558,0001 558,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) 1W . Other TOTAL FUNDING SOURCES 1. Briefly Describe and provide justification for this Capital Project Request. This project is for the overlay of Baseline Road from Rt 47 to the City limits. The pavement managment study identified this as a need within the 5 year program. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operatin2 Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW13 Project Description: Corneils Road(From Rt 47 to Beecher) Dept.: Public Works v Project Type: Ne`^'Woject u� Replacement/Maint. ® Expansion LJ lion-Q ,Item Fund: 130-Capital Improvement 1W Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 17,000 17,000 Construction Engineering 17,000 17,000 Land Acquisition Infrastructure Improvements 210,000 210,000 Building Improvements - Machinery and Equipment Other/Miscellaneous 5,000 5,000 TOTAL COST - - - - - 249,000 249,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) Other - TOTAL FUNDING SOURCES 1.Briefly Describe and provide justification for this Capital Project Request. This project is for the overlay of Corneils Road from Rt 47 Road to the Beecher. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - ` Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: , RW14 Project Description: Beecher Road (From ??to??) _ Dept.: public Works w Project Type: a News Project Mai nt. Expansion 9don-Lire Item Fund: 130-Capital Improvement 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 11,000 11,000 Construction Engineering 11,000 11,000 Land Acquisition Infrastructure Improvements 141,100 141,100 Building Improvements Machinery and Equipment Other/Miscellaneous 4,000 4,000 TOTAL COST - - - - 167,1001 167,100 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs Grant(Received) - Other - TOTAL FUNDING SOURCES - - - - 1. Briefly Describe and provide justification for this Capital Project Request. This project is for the overlay of Beecher Road from Corneils to 1900 feet south. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW15 Project Description: Rt 47 and Galena Dept.: public Works 1W Project Type: News project , Replacement/Maint. H Expansion liw-Qi 'Item Fund: 130-Capital Improvement 1W Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 500,000 500,000 Construction Engineering 375,000 375,000 Land Acquisition 50,000 50,000 Infrastructure Improvements 2,500,000 2,500,000 Building Improvements - Machinery and Equipment - Other/Miscellaneous TOTAL COST - - - - 3,425,000 3,425,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1 - 1 - TOTAL FUNDING SOURCES - - - -- - 1. Briefly Describe and provide justification for this Capital Project Request. This project is for the reconstruction of Rt 47 at Galena, Bristol Bay Drive and US Route 30 as part of the Bristol Bay project. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Work not initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW16 Project Description: Baseline Road Bridge Dept.: public Works ❑ Ne„'project (✓ Replacement/Maint. p � � Project Type: n I"" Expansion 1568-up Item Fund: 130-Capital Improvement 1W Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 6,000 6,000 Construction Engineering 6,000 6,000 Land Acquisition - Infrastructure Improvements 40,000 40,000 Building Improvements Machinery and Equipment - Other/Miscellaneous - TOTAL COST - - - - - 52,000 52,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1 1 - TOTAL FUNDING SOURCES 1. Briefly Describe and provid e justification for this Ca ital Pro`ect Request. This project is for the bridge deck repair of Baseline Road Bridge. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Work not initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW17 Project Description: Rt 71 Improvements Dept.: Public Works 1W Project Type: Ns`^'Project Replacement/Maint. Expansion lion-Qi ,ItLhm Fund: 120-Motor Fuel Tax 1W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering ; - Land Acquisition - Infrastructure Improvements 110,400 _ 110_,_400 Building Improvements - Machinery and Equipment _ - _ Other/Miscellaneous - TOTAL COST - - 110,400 - - - 110,400 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - 1.Briefly Describe and provide justification for this Capital Project Request. This project is the City's contribution towards the improvements that are planned by IDOT from IL 47 to IL 126. 2. Describe the project status and completed work. 3. Describe any anticipated grants related_ to the project. Currently planned in IDOT's FY 2012-2017 Program None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW18 Project Description: Rt 34 Improvements Dept.: public Works V Project Type: New project ,,1 Replacement/Maint. q H Expansion 140n-a—p Item Fund: 130-Capital Improvement 1W Priority: Ongoing qW BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering Construction Engineering Land Acquisition Infrastructure Improvements 90,000 90,000 Building Improvements T " Machinery and Equipment _ Other/Miscellaneous TOTAL COST - 90,000 - - - - 90,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs V - � I - TOTAL FUNDING SOURCES 1.Briefly Describe and provide justification for this Capital Project Request, This project is the City's contribution towards the improvements that are planned by IDOT from IL 47 to Orchard Road. 2. Describe the project status and completed.work. 3. Describe any anticipated grants related to the project. Currently planned in IDOT's FY 2012-2017 Program. None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW19 Project Description: Sidewalk Replacement Program Project T e: New R'oject n Replacement/Mai public Works i 1 YP LH Expansion 1S6n-Q?Run Fund: 120-Motor Fuel Tax W Priority: Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering ` Construction Engineering Land Acquisition i Infrastructure Improvements 10,000 10,000 10,000 10,000 10,000 50,000 Building Improvements _ Machinery and Equipment Other/Miscellaneous TOTAL COST 10,000 10,000 10,000 10,000 10,000 - 50,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs qW - 1 1W.. TOTAL FUNDING SOURCES - - - - 1.Briefly Describe and provide justification for this Capital Project Request. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Ongoing None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: RW20 Project Description: Route 34 and Sycamore Permanent Traffic Signal Dept.: public Works 1W Project Type: Ne`"'project Replacement/Maint. Expansion win-Cip mrn Fund: 130-Capital Improvement W Priority:,Ongoing 1W BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 25,000 25,000 Construction Engineering 25,000 25,000 Land Acquisition Infrastructure Improvements 200,000 200,000 Building Improvements Machinery and Equipment Other/Miscellaneous TOTAL COST - - - - - 250,000 250,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs 1W I - TOTAL FUNDING SOURCES 1. Briefly Describe and provide'ustification for this Capita I Pmject Request. This project is required per IDOT permit#xxx. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - ' Map and/or pictures of Project/Project Area: 2015-2019 CAPITAL PROJECT SHEET Proj. #: DR01 Project Description: Sunflower Estates Drainage Improvements Dept.: public Works qV Project Type: ❑ New Wolect Ll Replacement/Maint. Expansion Ll NOn-UP AL'm Fund: 130-Capital Improvement V Priority: Ongoing BREAKDOWN OF PROJECT COST AND FUNDING SOURCES Cost Summary FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Design Engineering 7,500 7,500 Construction Engineering 7,500 7,500 Land Acquisition Infrastructure Improvements 120,000 120,000 Building Improvements Machinery and Equipment Other/Miscellaneous - TOTAL COST 135,000 - - - 135,000 Funding Source(s) FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL FUNDING SOURCES - - - - - 1. Briefly Describe and provide Justification for this Capital Project Request. This project is to provide relief to a drainage issue near Walsh Drive. 2. Describe the project status and completed work. 3. Describe any anticipated grants related to the project. Project not Initiated None 4.What impact will the project have on annual operating expenses? Please quantify and describe. FY 2015 FY 2016 FY 2017 FY 2018 FY 2019 Future Yrs TOTAL Projected Operating Expenses - - - - - Map and/or pictures of Project/Project Area: C / A` Reviewed By: Agenda Item Number ® Legal ❑ NB # 1 Finance ❑ esr. leas Engineer ■ Li Tracking Number City Administrator ® KeixW Ca Consultant ❑ ry PW 2010-67 < E ���® El� Agenda Item Summary Memo Title : Updated 6-Year Capital Improvement Program I Meeting and Date : November 16 , 2010 Public Works Committee j Synopsis : This updated program addresses water, sanitary, roadway, and other capital projects proposed or constructed from FY 10- 11 to FY 15 - 16 . Council Action Previously Taken : i Date of Action : Action Taken : Item Number: Type of Vote Required : None Council Action Requested : None — PW Committee consensus only i i Submitted by : Joe Wywrot Engineering Name Department Agenda Item Notes : i i i i CITy Memorandum EST. ysss To : Bart Olson City Administra r From : Joe Wywrot, City Engineer ' `` CC : Eric Dhuse, Director of Publi Oerk ork IA F fiSaY O j/ °° °`Y y�= Lisa Pickering, Deputy City tE Date: September 1 , 2010 Subject : Updated 6-year Capital Improvement Program i Attached find proposed updates to last year ' s 6-year Capital Improvement Program . Multi-year projects are listed with their total cost only in the year they are scheduled to begin, unless they will be constructed as separate, phased projects . All project costs are for construction and related construction engineering unless indicated otherwise. Debt service for past projects is not listed. Projects scheduled for developer funding may be delayed due to the lack of funding . Costs for ongoing and imminent project were updated based on best available information. Park-related projects are not listed unless they pertain to trail or parking lot projects . Proposed major updates to last year' s approved plan are as follows : General • The purpose of listing projects for the current 2010-2011 fiscal year is to give a realistic E ; view of what we are currently capable of funding. The Capital Improvement Program for future fiscal years is very aggressive, and depends largely on developer funding and some borrowing. • Various projects were moved forward or back based on available funding or on the progress of our overall water, sanitary sewer, and roadway programs . • Projects required for or primarily funded by new development for the most part have been moved back towards the end the 6-year timeframe. • Construction costs have risen about 3 % over the past year. I have not adjusted the project costs because they are fairly conservative to begin with. Water • No new construction projects . • The Newlyweds Foods watermain replacement was re-named to be the Pinewood Apartments Watermain Replacement and was moved forward to FY 11 - 12 to coincide with the Route 47 watermain relocation project. j • The River Road Watermain Replacement was moved up to FY 13 - 14 to coordinate that work with the River Road Bridge Replacement project. • The Fox Hill Watermain Recapture was moved back to FY 13 - 14 and the cost was revised accordingly. • The Game Farm Road watermain project was moved back to FY 14- 15 due to delay of the Game Farm/Somonauk project. I I I i Sanitary • No new projects were added . • Easement acquisition across the Griesmann property was deleted because the proposed development of that property was abandoned . • Provided more detail for the south-side SSES projects based on the Deuchler estimate received 8/ 13 / 10 . This project is now programmed as a series of separate design and construction projects, with design of the first project funded in FY 11 - 12 . YBSD is listed as funding 50 % of this project, although an Intergovernmental Agreement with YBSD has not yet been approved. • The Route 47 sanitary repairs were moved up to FY 11 - 12 based on IDOT ' s schedule . j • The Fox Hill Sanitary Recapture was moved back to FY 13 - 14 and the cost was revised accordingly. • The Game Farm Road sanitary repairs were moved back to FY 14- 15 due to delay of the Game Farm/Somonauk project. i Streets • Pushed back the Rt. 34/Sycamore traffic signal design and construction projects to FY 11 - 12 and FY 12- 13 , respectively. • Pushed back the completion of Game Farm/Somonauk ROW/easement acquisition and construction. This project is being deferred due to coordination issues with IDOT ' s Route 47 project. • The River Road Bridge project was moved up to begin Phase 1 engineering in FY 11 - 12 and continuing each year after that with different tasks, ending with construction in FY 14- 15 . An intergovernmental agreement will be needed with Kendall County regarding, among other things, the allocation of Highway Bridge Program funds towards the project. • Added a separate project in FY 14- 15 to complete the Rt.47 streetlights from Somonauk j to Route 126 . The streetlight foundations and conduit are to be constructed during IDOT ' s Route 47 project. • Moved Powers Court up to FY 12- 13 . • Increased Miscellaneous Patching to $ 150, 000 for FY 11 - 12 . • Added Cannonball Trail (Blackberry Shore Lane to Amanda Lane) as a LAPP project. Engineering would be in FY 11 - 12 and construction in FY 12- 13 . We should position ourselves to be ready for the next round of KKCOM funding of LAPP projects, which pays for 75 % of roadway construction. • Added Rt. 71 (Walsh Drive to Rt. 126) for FY 14- 15 to fund city costs related to trails, traffic signals, etc. • Added Rt. 47 (Caton Farm Road to Rt. 71 ) for FY 15- 16 to fund city costs related to trails, traffic signals, etc. Miscellaneous • The city-county Jefferson Street design was deleted from the program . We will be proceeding without the county with a simple sidewalk design with IDOT . • Added a separate project for Route 47 right-of-way landscaping in FY 14- 15 , after IDOT is complete with their roadway work. I i i �I • The Com Ed trail was removed from the current program . After other trails are constructed, this project would move back into the program . • Construction of the Kennedy Road trail (Rt.47 to future Mill Road) was added in FY 12 - 13 . • Construction of the Riverfront park boat access and parking lot improvements were added in FY 12- 13 . • Construction of the Raymond Regional Stormwater Basin was left in the program, but is a scaled-back project in anticipation of the Ochoa development. • Added $ 15 , 000 per year over the next 3 years to buy into storage space at the County' s salt dome. • Deleted the $275 ,000 Yorkville salt dome project from FY 13 - 14 . In general, very few new projects were added to the Capital Improvement Program this year due to the economic downturn, the corresponding drop in funding sources, and the large backlog of projects already on the list. Funding for many projects is uncertain. There are three projects (Game arm/Somonauk, Route 47 roadway reconstruction, and the River Road bridge replacement) currently under design or just beginning that are scheduled for construction in the next few years . These projects will require significant city funding. We have limited ability to influence the timelines of these projects without jeopardizing outside funding. We need to evaluate our funding options so we are ready to proceed once these projects are cleared for construction. Please place this item on the Public Works Committee agenda of September 21 , 2010 for consideration. I I i Ali i i I i Proposed Water Capital Improvement Program 01 -Sep- 10 Funding Source Water Improvement Year Proiect & Expansion Fund Developer Total 10- 11 a) None $0 $0 $0 Sub-Total $0 $0 $0 11 - 12 a) Route 47 Watermain Relocations $650,000 $650,000 b) Pinewoods Apartments Watermain Replacement $ 150,000 $ 15000 c) Radio-read meter retrofit (Phase 1 ) $ 115,000 $ 1153000 Sub-Total $915,000 $915,000 12- 13 a) Radio-read meter retrofit (Phase 2) $ 115 ,000 $ 115,000 b) W. Ridge Watennain Replacement $ 140,000 $ 140,000 c) Shallow Well Siting Investigation $330,000 $330,000 d) Well No. 6 & Water Treatment Plant (Design) $200,000 $200.000 Sub-Total $455 ,000 $330.000 $785 .000 13- 14 a) S. Main Street Watermain Replacement $200,000 $200,000 b) River Road Watennain Replacement (Rt.47 - King) $ 120,000 $ 12000 C) Elizabeth Street Watermain Replacement $ 175,000 $ 175,000 d) Orange/Olsen Watermain Loop $60,000 $60,000 e) Washington Watermain Replacement (S .Main - Mill) $ 150,000 $ 15000 fl Well #7 Standby Generator $350,000 $350,000 g) Well No. 6 $ 1001000 $ 1 ,000,000 h) Well No. 6 Treatment Plant $21500.000 $2,50000 h) Fox Hill Watermain Recapture $600,000 $600,000 i) South Water Improvements (partial design) $950,000 $950.000 Sub-Total $ 1 ,655,000 $4,4507000 $69105,000 14- 15 a) West Fox River Watermain Crossing $750,000 $750,000 b) Game Farm/Somonauk Road Watermains $657000 $65,000 c) South Water Improvements (5 MG standpipe) $2,300,000 $2,000,000 $4,300,000 d) South Water Improvements (Shallow Well # 1 ) $325,000 $32500 e) Orange Street Watermain Replacement (S.Main - Mill) $ 150,000 $ 150,000 fl Well No.3 Rehabilitation $ 100 000 $ 100,000 g) South Water Improvements (tower design) $ 150,000 $ 150,000 h) South Water Improvements (deep well) $800,000 $800,000 i) South Water Improvements (treatment plant) $600,000 $6, 800,000 Sub-Total $3 ,690,000 $9,750,000 $13,440,000 15- 16 a) South Water Improvements (Shallow Well #2) $325.000 $32500 b) Well No. 10 $870,000 $870.000 c) Well No. 10 Treatment Plant $3 ,440,000 $3 ,440,000 d) Greenbriar Road Watermain Extension $730,000 $730,000 e) SW Water Tower (2.0 MG) $200,000 $ 1 ,900,000 $3 ,900,000 fl Chally Farm Booster Station $6103000 $61000 Sub-Total $2,325,000 $7,550,000 $91875,000 Water Total $9,040,000 $22,080,000 $3191209000 Proposed Sanitary Capital Improvement Program 01 -Sep- 10 Funding Source San . Sewer Imp. Year Proiect & Expansion Fund YBSD Develo er Total 10- 11 None $0 $0 K $0 Sub-Total $0 $0 $0 $0 11 - 12 a) South Side SSES Repairs (open cut - design) $55,000 $55 ,000 $ 110,000 b) Route 47 Sanitary Sewer Repairs $20000 $20000 c) SCADA System for Pump Stations - design $ 1500 $ 15 ,000 d) Rob Roy Creek Interceptor (North Branch #2) - construction $ 1 ,400,000 $ 1 ,400,000 Sub-Total $270,000 $55 ,000 $ 1 ,400,000 $19725,000 12- 13 a) Route 47 Sanitary Sewer Repairs $200,000 $20000 b) South Side SSES Repairs (open cut - construction) $420,000 $420,000 $ 840,000 c) South Side SSES Repairs (lining - design) $55,000 $55,000 $ 110,000 d) SCADA for pump stations - construction $ 100.000 $ 100,000 Sub-Total $775,000 $47500 $ 11250,000 13- 14 a) 202 River Road Sanitary Sewer Replacement $ 10000 $ 100,000 b) South Side SSES Repairs (lining - construction) $4007000 $400,000 $800,000 c) South Side SSES Repairs (manholes - design) $20,000 $20.000 $40,000 d) Aux Sable Creek Pump Station & Interceptors - Design $760,000 $760,000 e) Miscellaneous Repairs $50,000 $50,000 f) Fox Hill Sanitary Recapture $560.000 $560,000 f) Sewer Extensions $ 15000 $ 150,000 Sub-Total $ 1 ,280,000 $420,000 $760,000 $2,460,000 14- 15 a) Game Farm Road Sanitary Sewer Repairs $50,000 $50,000 c) South Side SSES Repairs (manholes - construction) $ 140,000 $ 140,000 $280,000 d) Miscellaneous Repairs $5000 550,000 e) Sewer Extensions $ 150,000 $ 150,000 f) SW Interceptor - Engineering $200,000 $200,000 g) SW Interceptor - Easement Acquisition $ 100,000 $ 100,000 h) Aux Sable Creek Forcemain - Contract IA $2,7501000 $2,750,000 i) Aux Sable Creek Pump Station - Contract 2 $4,550.000 $41550,000 j) Aux Sable Creek Interceptor - Contract 3 $2,300,000 $2,300,000 k) Aux Sable Creek Interceptor - Contract 4 $2, 150,000 $2, 1502000 Sub-Total $390,000 $ 140.000 $ 12,050,000 $1295809000 $2,700,000 0,000 15- 16 a) SW Interceptor - Contract 1 $2, b) SW Interceptor - Contract 1 (Forest Preserve Landscaping) $ 150,000 $ 11550,000 c) SW Interceptor - Contract 2 $2,500,000 $2,500,000 d) Miscellaneous Repairs $50,000 $50,000 $ 150,000 $ 150.000 e) Sewer Extensions Sub-Total $200,000 $5 ,350,000 $5,550,000 Sanitary Total $2,915,000 $ 1 ,090,000 $ 19,560,000 $235565,000 Proposed Street Capital Improvement Program 01 -Sep- 10 Funding Source Year Project General Fund MFT Developer Federal Total 10- 11 a) Misc. Bituminous Patching $50,000 $50,000 b) Fox Road (Rt.47 - Poplar) - construction $ 140,000 $430,000 $570.000 c) Misc. Guardrail Repairs $25 ,000 $25 ,000 d) Game Farm - Somonauk (most ROW/Esmt. acquisition) $ 130,000 $ 130,000 Sub-Total $345 ,000 $430,000 $7759000 11 - 12 a) Asphalt Pavement Treatment $50,000 $50,000 b) Crack Sealing $20,000 $20,000 c) River Road Bridge @ Blackberry Creek - Phase 1 Engrg. $50,000 $200,000 $250,000 d) Rt.34/Sycamore - Permanent Traffic Signal (design) $30,000 $3000 e) Cannonball Trail LAPP - engineering $3000 $30,000 f) Misc. Street Patching $ 150,000 $ 150,000 g) Powers Ct. $75,000 $75,000 Sub-Total $200.000 $205 ,000 $200,000 $605,000 12- 13 a) Asphalt Pavement Treatment $50.000 $50,000 b) Crack Sealing $20,000 $20,000 c) Route 47 non-participating street costs $920,000 $200,000 $ 1 , 120,000 (streetlights, traffic signals, sidewalks, Jefferson Street, etc.) d) River Road Bridge @ Blackberry Creek - Phase 2 Engrg. $250,000 $250,000 e) Cannonball Trail LAPP - construction $200,000 $580,000 $780,000 f) Countryside Parkway (Center - W. Kendall) $ 110000 $ 110.000 g) Rt.34/Sycamore - Permanent Traffic Signal (construction) $20000 $200,000 h) Kennedy Road (Christy to Grande Reserve) $200.000 $ 1 , 100,000 $ 1 ,300.000 i) Faxon Road extension to Route 47 - ROW Acquisition $85 .000 $85 ,000 j) Faxon Road extension to Route 47 - design $ 15,000 $ 15 ,000 k) Strawberry Lane/Conover Ct $ 1 50,000 $ 150,000 1) W. Kendall Drive & Anderson Court $250,000 $250,000 Sub-Total $ 1 ,765,000 $8855000 $ 1 , 100.000 $580.000 $4,330,000 13- 14 a) Asphalt Pavement Treatment $60.000 $60,000 b) Crack Sealing $25,000 $25,000 c) River Road Bridge @ Blackberry Creek - ROW acquisition $ 100,000 $ 100,000 d) Game Farm/Somonauk (balance of ROW/Esmt acquisition) $70,000 $70,000 $ 140,000 e) In-Town Road Program (Phases 3 & 4) - design $350,000 $5000 f) Misc. Street Patching $50,000 $50,000 g) Faxon Road Extension to Rt.47 - construction $ 1 .000 $ 1 , ,000 $ 1 ,040,000 h) SW Regional Roadway Improvements - design $ 116060,000 $ 160,000 i) Wildwood Phase 1 streets $200,000 $200,000 j) Corneils Road (Beecher to Route 47) - design $200,000 $200,000 Sub-Total $760,000 $96,000 $ 1 ,399,000 $70,000 $2,325,000 14- 15 a) Asphalt Pavement Treatment $60,000 $60,000 b) Crack Sealing $30,000 $30,000 c) Game Farm/Somonauk - Phase 3 Engineering $70,000 $ 160,000 $230,000 d) Game Farm/Somonauk - construction $3 ,750,000 $2,275,000 $6,025,000 e) Game Farm/Somonauk - Streetlight design $25,000 $25,000 f) River Road Bridge @ Blackberry Creek - Phase 3 Engrg. $444000 $ 176,000 $220,000 g) River Road Bridge @ Blackberry Creek - construction $440,000 $ 1 ,760,000 $2,200,000 h) Route 47 streetlighting (Somonauk to Rt. 126) - construction $280,000 $280,000 i) Wildwood Phase 2 streets $ 150,000 $ 150,000 j) Route 71 (Rt.47 Walsh Drive to Rt. 126) - city costs $200,000 $200,000 k) Kennedy Road (RR tracks to Galena) $ 1 ,430,000 $ 1 ,430,000 1) Mill Road (Kennedy to east end Grande Reserve) $2,640.000 $2,640,000 m) Greenbriar Road Extension $7004000 $700,000 n) Pavillion Road Improvements (Fox - Rt.71 ) $ 1 ,400,000 $ 1 ,400,000 $2,500.000 o) In-Town Road Program (Phase 3) - construction $2,500A0 $50,000 p) Streetlight Construction (Various Locations) $50,000 Sub-Total $7,01500 $584,000 $6, 170.000 $4371 ,000 $ 181140,000 15- 16 a) Asphalt Pavement Treatment $60,000 $60,000 $35,000 $35 ,000 b) Crack Sealing $50,000 $50,000 c) Misc. Street Patching $ 100,000 d) Game Farm/Somonauk - streetlight construction $ 100,000 e) Countryside Subdivision - Units 8 & 9 $200.000 $200,000 $200000 $200.000 , f) Route 71 (Rt.47 Walsh Drive to Rt. 126) - city costs $2. 100,000 g) In-Town Road Program (Phase 4) - construction $2, 100,000 h) Corneils Road (Caledonia to Route 47) - Construction $600,000 $600,000 0,000 $25 i) Kennedy Road (Bristol Ridge to RR tracks) $2,540,000 $ $250,000 $250.000 j) E. Kendall Drive & Mulhern Court $50,000 k) Streetlight Construction (Various Locations) $50,000 $300,000 $300,000 1) Freemont (Spring-Walnut) & Somonauk (Liberty-McHugh) $600,000 m) Kennedy Road (Autumn Creek to Bristol Ridge Road) $600,000 Sub-Total $3 ,310,000 $35,000 $3 .740,000 $7,085,000 Streets Total $ 13 ,050,000 $2, 150,000 $ 12,409,000 $5,651 ,000 $33,260,000 Proposed Miscellaneous Capital Improvement Program 01 -Sep- 10 Funding Source Year Project General Fund Parks Developer Grant Total 10- 11 a) Town Square Sidewalk Replacement $25,000 $25,000 b) Sidewalk Replacement/Extension Program $5 ,000 $5 ,000 Sub-total $30,000 $30,000 11 - 12 a) Safe Routes to School (Grant 1 ) - design & construction $ 100,000 $ 100,000 b) Purchase 1000 ton salt storage space @ County (Year 1 of 3 ) $ 15,000 $ 15,000 c) Police Station - Design $650,000 $650,000 d) Sidewalk Replacement/Extension Program $507000 $ 50,000 e) Beecher Road - River Crossing Study $ 1007000 $ 100,000 f) Kennedy Road Trail (Rt.47 to future Mill Road) $ 175 ,000 $ 1 ,5751000 $ 1 ,750,000 g) Boat Access & Riverfront parking lot $90,000 $435 ,000 $525 ,000 h) Parkway tree planting program $25,000 $25,000 Sub-total $265,000 $90,000 $750,000 $2. 110,000 $3,215,000 12- 13 a) Safe Routes to School (Grant 2) - design & construction $ 130,000 $ 130,000 b) Purchase 1000 ton salt storage space @ County (Year 2 of 3) $ 15 ,000 $ 15 ,000 c) Police Station - Construction $ 11 ,000,000 $ 11 ,000,000 d) Rt.34 Bike Trail (Kendall County Campus frontage) $757000 $75,000 e) Downtown Brownfield - Remediation $200,000 $200,000 f) Parkway tree planting program $25,000 $25 ,000 g) Game Farm/Somonauk - parkway tree landscaping $50,000 $50,000 h) Raymond Detention - construction $2,000,000 $2,000,000 i) Sidewalk Replacement/Extension Program $60,000 $60,000 Sub-total $225,000 $ 13 ,2001000 $ 13000 $ 13 ,555,000 13- 14 a) Purchase 1000 ton salt storage space @ County (Year 3 of 3) $ 15,000 $ 15 ,000 b) Bike Trail Construction - various locations $2504000 $250,000 c) Parkway tree planting program $25,000 $25,000 d) Sidewalk Replacement/Extension Program $60,000 $60.000 Sub-total $350,000 $350,000 14- 15 a) Bike Trail Construction - various locations $250,000 $250,000 b) Route 47 right-of-way landscaping $200,000 $200,000 c) Parkway tree planting program $257000 $25 ,000 d) Sidewalk Replacement/Extension Program $609000 $60.000 Sub-total $535 ,000 $535,000 15- 16 a) Bike Trail Construction - various locations $250,000 $250,000 b) Parkway tree planting program $259000 $25 ,000 c) Sidewalk Replacement/Extension Program $60,000 $60.000 Sub-total $3359000 $335,000 Misc. Total $ 1 ,740,000 $90,000 $ 13 ,9509000 $2,240,000 $ 18,0209000 Summary of Capital Improvement Program 01 -Sep- 10 Funding Source Year Category General Fund Parks Water Sanitary YBSD MFT Developer Federal Other Grant Total 10- 11 a) Water Improvements $0 b) Sanitary Improvements $0 c) Street Improvements $345 ,000 $4305000 $7755000 d) Miscellaneous Improvements $ 30 ,000 $ 30 ,000 Totals $ 30 ,000 $3455000 $430 ,000 $ 80500 11 - 12 a) Water Improvements $915 ,000 $9155000 b) Sanitary Improvements $2705000 $55 ,000 $ 1 ,400 ,000 $ 157255000 c) Street Improvements $2005000 $2053000 $2005000 $6055000 d) Miscellaneous Improvements $265 ,000 $90,000 $750,000 $2 , 110 ,000 $3 ,215 ,000 Totals $465 ,000 $90,000 $ 915 ,000 $2703000 $555000 $2055000 $25150,000 $2005000 $2 , 1105000 $6 ,4605000 I i 12- 13 a) Water Improvements $455 ,000 $3305000 $7855000 b) Sanitary Improvements $775 ,000 $4755000 $ 152505000 c) Street Improvements $ 1 ,7655000 $ 8855000 $ 11100,000 $5805000 $45330,000 d) Miscellaneous Improvements $225 ,000 $ 13 ,200,000 $ 130 ,000 $ 13 ,555 ,000 Totals $ 159905000 $4555000 $775 ,000 $4753000 $ 885 ,000 $ 145630 ,000 $5805000 $ 130,000 $ 19 ,920,000 I 13 - 14 a) Water Improvements $ 156555000 $414505000 $6 , 1055000 b) Sanitary Improvements $ 1 ,2805000 $4205000 $760 ,000 $2,4605000 c) Street Improvements $7605000 $965000 $ 15399 ,000 $703000 $25325 ,000 d) Miscellaneous Improvements $3504000 $35000 Totals $ 1 , 110,000 $ 116555000 $ 1 ,280,000 $4203000 $ 96 ,000 $656095000 $ 11 ,2405000 14- 15 a) Water Improvements $3 ,6905000 $957505000 $ 135440,000 b) Sanitary Improvements $390 ,000 $ 140 ,000 $ 12 ,050 ,000 $ 12,580,000 c) Street Improvements $750155000 $5845000 $6 , 170,000 $4 ,371 ,000 $ 183140,000 d) Miscellaneous Improvements $535 ,000 $ 535 ,000 Totals $7 , 5505000 $356905000 $390 ,000 $ 1405000 $5841000 $275970 ,000 $4456955000 i 15 - 16 a) Water Improvements $2 , 325 ,000 $75550 ,000 $9, 875 ,000 b) Sanitary Improvements $200 ,000 $553505000 $51550 ,000 C) Street Improvements $ 353105000 $ 355000 $3 ,7405000 $7 ,085 ,000 d) Miscellaneous Improvements $335 ,000 $335 ,000 Totals $ 356455000 $2,3255000 $2005000 $351000 $ 16 , 640 ,000 $22384500 Total Cost of 6-year Program $ 145790,000 $ 9,0405000 $2 , 9151000 $ 1 ,0905000 $251505000 $ 67 ,999,000 $ 1 ,210 ,000 $2,2405000 $ 105 ,9655000 II cj)T Reviewed By: �a 06 Legal Agenda Item Number Finance ❑ OB #1 ESL ''� - 1836 Engineer �i City Administrator G -4 � � � 0 Human Resources El Tracking Number Community Development Police p`7�7 2013-43 y ALE Public Works ❑ Agenda Item Summary Memo Title: Caledona LOC Call Meeting and Date: Public Works—November 19, 2013 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: 10-15-13 Action Taken: Public Works table Item Number: Type of Vote Required: N/A Council Action Requested: Discussion Submitted by: Bart Olson Administration Name Department Agenda Item Notes: Have a question or comment about this agenda item? Call us Monday-Friday,.8:OOam to 4:30pm at 630-553-4350,email us at aeendas(i4yorkville.il.us,post at www.facebook.com/C`ityofYorkvi us at @CityofYorkville,and/or contact any ofyour elected officials at http://www;yorkville.il.us/gov oEicials.ph D crr v Memorandum To: Public Works Committee EST `' — isss From: Bart Olson, City Administrator Date: October 10, 2013 Subject: Caledonia LOC call Summary Review of Caledonia subdivision completion and necessity of letter of credit call. Background This item was last discussed by City Council at the October 8th meeting. At that meeting, the City Council tabled the item back to Public Works Committee. Staff met with the Caledonia developer the week prior to the meeting, in which the developer agreed to restart infrastructure completion within the subdivision. As of this week, they have indicated they will have a contractor onsite to start underground work by the end of October. They have also committed to providing a more detailed schedule for the remaining infrastructure. A verbal update will be given at the meeting as to the progress of receiving a detailed construction schedule. One outcome of the staff meeting was that the developer inquired about clearing up some annexation agreement issues (land-cash payments) in exchange for transfer of sidewalk and parkway tree obligations onto homebuilders. The transfer of sidewalk and parkway tree obligations onto homebuilders has been approved in some of our recent annexation agreement amendments, and we feel the tradeoff of cleaning up old issues is beneficial to the City. It is likely that an annexation agreement amendment will be in front of the City Council in the next few months. Recommendation At this time, staff is comfortable with a tabling of the item to the November Public Works Committee meeting. If we find the developer has missed their October deadlines, we can make a determination for future action at the November Public Works Committee meeting. Memorandum EST. _ 1836 To: Bart Olson, City Administrator From: Brad Sanderson, EEI sae p CC: Eric Dhuse, Director of Public Works MndaC ly Krysti Barksdale-Noble, Community Dev. Dir. ALE tL Lisa Pickering, Deputy City Clerk Date: September 9, 2013 Subject: Caledonia Subdivision The United City of Yorkville is currently holding irrevocable letter of credits (LOC's) as noted below for work to be completed on the Caledonia Subdivision: Phase 1 • Old Second Bank No. 2912 $745,764.75 • Old Second Bank No. 2927 $57,151.80 Phase 2 • Old Second Bank No. 2968 $361,512.45 • Old Second Bank No. 309000356 $69,866.50 The LOC's for Phase 1 of the development have been in place since August 4, 2005 and for Phase 2 of the development since August 11, 2006. The developer has failed to complete the land improvements per the approved plan for the development and has some significant outstanding work as outlined in the attached punchlist letter and cost estimate dated December 19, 2012. We have attached correspondence from the City, dated March 4, 2013 that was sent to the developer in an attempt to obtain a new development schedule. No significant progress has been made since the correspondence was sent. Based on the amount of outstanding work and the lack of progress from the current developer, staff is recommending that the LOC's be called in their entirety for the completion of the work. In addition to the correspondence noted above, we have attached the copies of the LOC's for your information. Should the Public Works Committee be in favor of calling the LOC's for the Caledonia Subdivision, this matter can be placed on the September 24, 2013 City Council meeting agenda for further discussion and consideration. Upon approvals, letters to Old Second Bank will be drafted and sent via certified mail immediately. Engineering Enterprises, Inc. December 19, 2012 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Caledonia—Phases 1 and 2 United City of Yorkville Kendall County, Illinois Ms. Barksdale-Noble: Representatives from Engineering Enterprises, Inc. performed an onsite punch list inspection of the public improvements for the above referenced project. A summary of the punch list items is listed below. General 1. Record drawings should be submitted for review. 2. There is a substantial amount of concrete washout and construction debris deposited throughout the subdivision. All debris and spoils should be removed. 3. All damaged silt fence should be removed from the site. 4. Erosion and sedimentation measures as detailed on the plans require maintenance and additional installations at locations experiencing erosion. All erosion and sedimentation control issues should be addressed immediately. 5. Lots 1, 2, and 72 have asphalt parking areas built on them. These asphalt areas should be removed and the lots graded smooth and restored. Sanitary Sewer 6. Structure S-14-4 needs to be cleaned of debris. 7. Structure S-4-5-3-1 needs to be raised to grade. 8. Structure 6-4-4 needs to have its frame replaced. Road,52 Wheeler • 60554 • 466-6700 1 . • . Ms. Krysti Barksdale-Noble December 19, 2012 Page 2 9. Structure S-4-9-3 needs to have its rings and frame reset. 10. Marking posts for the sanitary services should be re-installed if necessary. 11 . All sanitary sewer needs to be televised. Storm Sewer 12. The following storm structures need to have the fillets installed , reinstalled, or repaired: CB 108 CB 405 INL 326 CB 226 CB 508 INL 336 CB 227 CB 409 INL 337 CB 303 INL 109 INL 341 CB 307 INL 127 INL 350 CB 319 INL 232 INL 407 CB 322 INL 304 INL 410 CB 325 INL 305 INL 509 CB 335 INL 308 INL 703 CB 340 INL 320 CB 359 INL 323 13. The following structures have cracked adjusting rings which need to be replaced: CB-118 CB-214 M-210 CB-119 CB-250 CB-347 CB-143 1-205 CB-350 14. Structures E-700 and 1-341 need to be cleaned of debris. i 15. The following structures need their frames adjusted to the proper grade: CB-140, CB-141 , CB- 143. I 16. The following structures need to have their sump connections mortared: CB-212, CB-239, CB- 355, 1-124. 17. The following structures need to have their frames and adjusting rings reset: CB-114, CB-355, M- 107, M-1291 M-324, M-358, 18. Several curb structures are getting water and soil infiltration from behind the structures. These structures should be excavated behind and sealed with mortar. The following structures need to be sealed: CB-250, CB-506, 1-341 , 1-507. 19. Structure M-101 is missing the required steps. 20. Structures M-202 and M-203 are holding water. This should be investigated to ensure there are no blockages or damage to downstream pipes. When the issue is determined and the structures are drained of water, they will need to be inspected. 21 . All storm sewer 12" diameter and larger needs to be televised. All storm sewers should be jetted prior to televising . i Ms. Krysti Barksdale-Noble December 19, 2012 Page 3 Water Main 22. All fire hydrants should be wire brushed and re-painted. 23. Fire hydrants 46 and 28 need to be adjusted to the correct grade. 24. Valve boxes for the following fire hydrants need to be adjusted to the correct grade: FH 29, FH 42, FH 45, FH 48. 25, Marking posts for the water services should be re-installed if necessary. Roadway 26. There are several areas of sidewalk that are considered unacceptable by the City due to cracking or spalling needs to be replaced. 27. There are several areas of curb that are considered unacceptable by the City due to excessive cracking, chipping, or spalling needs to be replaced. 28. The curb needs to be backfilled in several areas throughout the subdivision. 29. Sidewalk needs to be completed for all the vacant lots throughout the subdivision. 30. Sidewalk needs to be completed across the public areas throughout the subdivision . 31 . The area from 3 feet behind the proposed sidewalk to the roadway for all vacant Lots should be restored with topsoil, seed, and erosion control blanket. 32. Necessary patching of the asphalt base course is needed prior to paving surface course. 33. Hot-Mix Asphalt Surface Course, Mix C, N50 needs to be placed throughout the subdivision. Prior to paving operations, butt joints shall be constructed as required, and bituminous prime coat shall be applied. 34. Once installation of the hot-mix asphalt surface course has been completed, hot-poured joint sealer is required along every edge of pavement. 35. All pavement markings within the subdivision need to be completed. 36. The only stop sign installed is at Caledonia Drive and Corneils Road. All other stop signs and yield signs need to be installed per plan. 37. Street name signs need to be installed at the corner of Pinewood Drive and Caledonia Drive, 38. A 48 hour burn test of the street lights should be completed prior to acceptance. 39. The following street lights were not working at the time of inspection and should be repaired: L- 281 L-351 L-341 L-37, L-44, L-22. Ms. Krysti Barksdale-Noble December 19, 2012 Page 4 Landscaping i 40. All parkway trees need to be installed in the vacant lots. 41 . Several trees and other landscaping items, including the entry monument, have not been installed (see attached exhibit). All landscaping items need to be installed per the landscaping plan. Enclosed for your use is an Engineer's Opinion of Probable Construction Costs and a summary of quantities for the above noted items. If you have any questions or require any additional information please contact our office. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/kdw Enclosures PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Laura Schraw, Interim Parks & Rec Director Ms. Lisa Pickering, Deputy Clerk JWF \\MILKYWAY\EEI_Storage\Does\Public\Yorkville\2012\Y01231 -DG Caledonia\Docs\Icoy01-punchlist.doc Engineering Enterprises,Inc. 52 Wheeler Road,Sugar Grove,It 60554 0, 4F JOB NO: 11 Y01231 PREPARED BY: I KDW DATE: December 19,2012 PROJECT TITLE: CALEDONIA Engineer's Opinion of Probable Construction Cost ITEM UNIT NO. ITEM UNIT QUANTITY PRICE AMOUNT 1 STRUCTURE ADJUSTMENT EACH 4 $ 300.00 $ 1,200.00 2 NEENAH R-1712-0 1390 LBS/CONCEALED PICK HOLES EACH 1 $ 300.00 $ 300.00 3 RESET FRAME AND/OR ADJUSTING RINGS EACH 7 $ 300.00 $ 2,100.00 4 REMOVE DEBRIS FROM STRUCTURE EACH 3 $ 100.00 $ 300.00 b REPLACE CONCRETE ADJUSTING RINGS EACH 9 $ 300.00 $ 2,700.00 6 INSTALL,REINSTALL OR REPAIR FILLETS IN STORM STRUCTURE EACH 31 $ 75.00 $ 2,325.00 7 MORTAR PIPE OPENINGS IN MANHOLE EACH 4 $ 100.00 $ 400.00 8 MORTAR BEHIND CURB STRUCTURES EACH 4 $ 300.00 $ 1,200,00 9 INSTALL STEPS INSIDE STRUCTURE EACH 1 $ 350.00 $ 350.00 10 REMOVE FILTER FABRIC LS 1 $ 500.00 $ 500.00 11 REMOVE CONCRETE WASHOUTS AND CONSTRUCTION DEBRIS LS 1I $ 6,000.00 $ 6,000.00 12 MISCELLANEOUS STORM SEWER REPAIRS LS 1 $ 7,500.00 $ 7,500.00 13. MISCELLANEOUS SANITARY SEWER REPAIRS LS 1 $ 7,500.00 $ 7,500.00 14 INSTALL WATER SERVICE MARKING POST EACH 72 $ 50.00 $ 3,600,00 15 INSTALL SANITARY SERVICE MARKING POST EACH 72 $ 50.00 $ 3,600.00 16 CONSTRUCT NEW SIDEWALK ON EMPTY LOTS SF 59,000 $ 8.00 $ 472,000.00 17 CONSTRUCT NEW SIDEWALK ON PUBLIC LOT SF 3,500 $ B.00 $ 28,000.00 18 REMOVE AND REPLACE.SIDEWALK BE 350 $ 10.00 $ 3,500,0 19 REMOVE AND REPLACE 86.12 CURB AND GUTTER FOOT 350 $ 32.00 $ 11,200.00 20 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT SY 50 $ 20.00 $ 1,000.00 21 BITUMINOUS MATERIALS(PRIME COAT) GAL 4,326 $ 1.50 $ 6,499.00 22 HOT-MIX ASPHALT SURFACE COURSE,MIX C,N50 TON 2,500 $ 75.00 $ 187,500.00 23 ROADWAY EDGE SEALER GAL 185 $ 50.00 $ 9,250.00 24 CLASS"D"PATCHES,4" BY 560 $ 40.00 $ 22,000.00 25 STOP SIGNS AND POSTS EACH 10 $ 500,00 $ 5,000.00 26 YIELD SIGNS AND POSTS EACH 5 $ 500.00 $ 2,500.00 27 STREET NAME SIGNS EACH 2 $ 150.00 $ 300.00 28 REMOVESILTFENCE FOOT 2,000 $ 2.00 $ 4,000.00 29 REMOVE ASPHALT ON LOT,REGRADE LOT SY 1,160 $ 5.00 $ 5,900.00 30 FURNISH AND PLACE TOPSOIL,VARIABLE DEPTH SY 20,850 $ 5.00 $ 104,250.00 31 SEED AND BLANKET SY 21,000 $ 5.00 $ 105,000.00 32 STREET LIGHT REPAIR EACH 6 $ 2,000.00 $ 12,000.00 33 DETECTABLE WARNINGS SF 780 $ 25.00 $ 19,500.00 34 THERMOPLASTIC PAVEMENT MARKING LINE-LINE 24' FOOT 150 $ 5.00 $ 750.00 35 FIRE HYDRANT ADJUSTMENT EACH 2 $ 1,000.00 $ 2,000.00 36 PAINT FIRE HYDRANT EACH 15 $ 100.00 $ 1,500.00 37 VALVE BOX ADJUSTMENT EACH 4 $ 300.00 $ 1,200.00 38 INSTALL OUTSTANDING LANDSCAPING LS 1 $ 75,000.00 $ 75,000.00 39 PARKWAY TREES EACH 220 $ 600.00 $ 110,000.00 40 PREPARE RECORD DRAWINGS LS 1 $ 15,000.00 $ 15,000.00 41 SOIL EROSION AND SEDIMENT CONTROL MAINTENANCE LS 1 $ 10,000.00 $ 10,000.00 42 TELEVISE SEWER LS 1 $ 13,500.00 $ 13,500.00 TOTAL ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST $ 1,287,914.00 \\milkywaykEE1 Storage\Dons\Public\Yorkville\2012\YO1231-DG Caledoola\Eng\EOPC 2012-1242.xls I �F i�Ill Ntlld3➢d�Jµ50Ntll Lil} �' ��qq� `� g 335 y I LL VIN0031VO @ Ohl- Hill O I fj �4 • j � __ , { LAt if i i!1 iF'{ ��IIi j : - 1;� 11{� II1 @ I IFfij� I{{{i l�'3 it it $�AIZ I{Ilil�I.� i�i{II I:�Ii t $ w I $I jt t�\ t ilis4 : � ! i [ 1 1 [ ii tzpli IF Q _— _�T, }11`,kt;ISIS� , 1i �nliii, it�hl2�HI�IInir1 s+ � + '.':� ,� Ir w I, r w rc l ` a 1a I f- E i I 111 f I 4e VpQ4I Y I�`�VV,{{ 5. Non L� mmm � I m z I N I ( h n r- - 1 I i I I .__ w .w linen �ml I ^ J I � W �-. 0 mN W � IRoU W w a _ M-2- i N z z� aw ==71DI,IIIDRII � o MIL Z � I� Wl�r o 2 } a . ,:e 0' t•,p 1 }.�MI't?l i t emu(i�.d F �' w 9 * a } 7 z I— e I * t4}R �filt�r f I e ' Be Q„ + r ;.ri: .ice ' F P. - - -�- 99G .F ct } \I 1 r - -•4 r l e r �S'� i - I �Yr:• Csr K'WI' �� z LU 14 I I W � I cir�,� United City of Yorkville 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 March 4, 2013 Mr. William Haworth Ziemia, LLC 2250 Southwind Blvd. Bartlett, Illinois 60103 Re: CALEDONIA SUBDIVISION(PHASE 1)—YORKVILLE,IL OLD SECOND NATIONAL BANK: LETTERS OF CREDIT#2912 AND #2927 I Dear Mr. Haworth: The United City of Yorkville is currently holding two (2) irrevocable letters of credit (LOC) in the amount of $745,764.75 for site work improvements and $57,151.80 for landscaping improvements to be completed by Wyndham Deerpoint Homes for the above-referenced project.The aforementioned letters of credit have been amended since their initial issuance on 07/7105 and 10/3/05,respectively. According to our recent inspection of the project site and the last punchlist generated on December 19,2012,the Caledonia Subdivision—Phase I project remains substantially incomplete. If you intend to proceed with the construction of the remaining work items for the development in the near future, the City requires an immediate amended letter of credit with a revised expiration date and an anticipated completion schedule. For your reference, a copy of the original and amended letters of credit, punchlist and Development Plat have been enclosed. If a response has not been received within thirty (30) days from the date of this letter, the City may exercise its right to draw upon the current LOC and demand payment. I look forward to hearing from you. Should you have any questions,please do not hesitate to contact me directly at 630.553.8573 or knoble@yorkville.il.us. Sincerely, Krysti J. Barksdale-Noble,AICP Community Development Director Enclosures Cc: Bart Olson, City Administrator Kathleen Field-Off, City Attorney Brad Sanderson,EEI, City Engineer Lisa Pickering,Deputy City Clerk el).,� United City of Yorkville J 800 Game Farm Road EST. , 1838 Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 V March 4, 2013 Mr. William Haworth Ziemia, LLC 2250 Southwind Blvd. Bartlett,Illinois 60103 Re: CALEDONIA SUBDIVISION (PHASE II)—YORKVILLE,IL OLD SECOND NATIONAL BANK: LETTERS OF CREDIT#2968 AND#309000356 Dear Mr. Haworth: The United City of Yorkville is currently holding two (2) irrevocable letters of credit (LOC) in the amount of $361,512.45 for site work and earthwork improvements and $69,866.50 for landscaping improvements to be completed by Wyndham Deerpoint Homes for the above-referenced project. The aforementioned letters of credit have been amended since their initial issuance on 08/8/06 and 3/9/07,respectively. According to our recent inspection of the project site and the last punchlist generated on December 19, 2012, the Caledonia Subdivision —Phase H project remains substantially incomplete. If you intend to proceed with the construction of the remaining work items for the development in the near future, the City requires an immediate amended letter of credit with a revised expiration date and an anticipated completion schedule. For your reference, a copy of the original and amended letters of credit, punchlist and Development Plat have been enclosed. If a response has not been received within thirty (30) days from the date of this letter, the City may exercise its right to draw upon the current LOC and demand payment. I look forward to hearing from you. Should you have any questions, please do not hesitate to contact me directly at 630.553.8573 or knoble(e,yorkville.il.us. Sincerely, "a. Krysti J.Barksdale-Noble,AICP Community Development Director Enclosures Cc: Bart Olson, City Administrator Kathleen Field-Orr, City Attorney Brad Sanderson,EEI, City Engineer Lisa Pickering, Deputy City Clerk 001d Second Old Second National Bank July 7, 2005 Mayor and Aldermen City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Caledonia Subdivision - Phase I Letter of Credit No. 2912 For Account of W nti dham Deemoint Homes Amount $4,135, 187,65 Date July 7, 2005 Gentlemen: The undersigned, Old Second National Bank, by Fred Sinkovits, Vice President, its duly authorized agent, hereby establishes and issues this Irrevocable Letter of Credit in favor of the City of Yorkville in the amount of $4,135,187.65, which represents 110% of the cost of the improvements described herein. Such credit is available to be drawn upon by said City upon presentation to this bank of your demand for payment accompanied by a copy of this Letter of Credit. This Letter of Credit is issued for the purpose of securing and paying for the installation of the following public improvements in the aforesaid subdivision: DIVISION "A" - SANITARY SEWERS (engineer's estimate =$ 373,343.00) DIVISION "B" - WATER MAIN (engineer's estimate = $ 382,760.00) DIVISION "C" - STORM SEWERS (engineer's estimate = $ 1 ,040,777.00) DIVISION "D" - STREETS (engineer's estimate = $ 830,245.00) DIVISION "E" - DETENTION BASIN & EXCAVATION (engineer's estimate = $ 1 ,021 , 131 .50) The costs of the foregoing improvements are detailed in the attached Engineer's Cost Estimate. The development is legally described as follows: See Attached Exhibit "A" . - 37S.River St.,Aurora,IL60506-4172,630-892-02D2 • 555 Redwood Dr.,Aurora,IL 60506-3309,630-8443555 1350 N.Farnsworth Ave.,A"fora,IL 60505-2068,630851-7700 . 1230N.Orchard Road,Aurora,IL 60506-7931,630.966-1300 4080 Fox Valley Or.Dr.,Aurora,IL 60504-4109,630-499-4330 200 W.John St.,North Aurora,IL 60542-1685,630-859-3400 1991 W.Wilson St., Batavia, 11_60510-1680,630-406-10001 23 5.Fourth St.,Geneva,IL 60134-2106,630-208-0210 801 S.Kirk Road,St.Charles, IL 60174-3407,630-762-3840 , 1200 Douglas Rd.,Oswego,IL 60543-6956,630-551-1200 Q wwmo2bancorp.com Route 47 @Cross St.,Sugar Grove,IL 60554-0510,630-066-4841 . 815E.Ogden Ave, Naperville,IL 60563-2834,630753-8000 Member FDIC MW I Letter of Credit No. 2912 Wyndham Deerpoint Homes Page 2 Said public improvements shall be constructed by Wyndham Deerpoint Homes, our customer, in accordance with the plans, specifications, completion schedules and cost estimates prepared by Spaceco, Inc. The undersigned agrees that this Irrevocable Letter of Credit shall remain in full force and effect and pertain to any and all amendments or modifications which may be made from time to time to the plans, specifications and cost estimated for said modifications. This Irrevocable Letter of Credit shall expire on July 7, 2006, provided, however, the undersigned shall notify the City Clerk by certified or registered mail, return receipt requested, at least ninety (90) days prior to said expiration date, that said Letter of Credit is about to expire. In no event shall this Irrevocable Letter of Credit or the obligations contained herein expire except upon said prior written notice, it being expressly agreed by the undersigned that the above expiration date shall be extended as required to comply with this notice provision. This Irrevocable Letter of Credit shall remain in effect until July 7, 2006, without regard to any default in payment of money owed to the issuer by our customer and without regard to other claims which the Issuer may have against our customer, and in no event shall terminate without notice as specified above. This Letter of Credit may be renewed by the Issuer or our customer prior to the above expiration date by submitting a new Letter of Credit to the same form and substance as this Letter of Credit to the City Clerk in an amount equal to 110% of the estimated cost to complete and pay for the above described improvements, It is agreed that the following shall be considered a default by our customer and shall entitle the City to make demand on this Letter of Credit: 1 . that said Letter of Credit will expire within thirty (30) days and has not been renewed; or 2. that the aforesaid improvements have not been completed by the subdivider at least thirty (30) days prior to the aforesaid expiration date; or 3. that the owner and/or subdivider has failed to complete or carry on the work of the installation and construction of the required improvements in accordance with the schedule, or at a faster pace if the installation of the private improvements shall be completed before public improvements to service them are available; or 4. that the City of Yorkville has determined that the owner and/or subdivider has demonstrated that they will be unable to complete the improvement; or 5 . that the City of Yorkville has determined that the public improvements or other improvements covered by this commitment have been or are likely to be the subject of liens or other claims by contractors, subcontractors or third parties; or i Letter of Credit No. 2912 Wyndham Deerpoint Homes Page 3 6, that if more funds are disbursed at this time on order of the owner and/or subdivider insufficient funds will remain irrevocably committed to guarantee the completion of all improvements, and such certification indicates that the owner and/or subdivider has been notified that the municipality finds that a breach of the owner's and/or subdivider's obligations has occurred and has not been cured within a period of thirty (30) days. The Issuer's obligation to the City is based solely on this Irrevocable Letter of Credit engagement between this financial institution and the City and is not subject to instructions from our customer. It is recognized that the City has directed our customer to proceed with the construction of public improvements upon the guarantee of this irrevocable commitment. It is further acknowledged that the consideration for this irrevocable commitment is provided by agreements between this financial institution and our customer. This Irrevocable Letter of Credit sets forth in full the terms of this undertaking between the Issuer and the City, and such undertaking shall not in any way be modified, amended, amplified, not shall it be limited by reference to any documents, instrument or agreement referred to herein, and any such reference shall not be deemed to incorporate herein by reference any document, instrument or agreement. Demands on this Letter of Credit shall be made by presenting the Issuer with a letter from the City Clerk of the City of Yorkville demanding payment accompanied by the certificate of the City Clerk of the City of Yorkville certifying the basis for the default and demand on this Letter of Credit. The undersigned agrees that this Letter of Credit shall not be reduced or discharged except upon receipt of a certificate of the City Clerk of the City of Yorkville certifying that this Letter of Credit may be reduced. The outstanding balance of this Letter of Credit shall be the face amount of this Letter of Credit less any amount which is discharged upon certificate of the City Clerk; Provided however, the outstanding balance of this Letter of Credit shall not be reduced to less than 15% of the approved engineer's estimate upon which this Letter of Credit is based until the City Council accepts the aforementioned improvements and a certificate of the City Clerk certifying that the Letter of Credit has been released by the City Council of the City. All acts, requirements and other preconditions for the issuance of this Irrevocable Letter of Credit have been completed. The undersigned further agrees and engages that it will be responsible and liable for attorney fees and court costs which may be incurred by the City in enforcing collection of this Letter of Credit in accordance with its terms. Letter of Credit No. 2912 Wyndham Deerpoint Homes Page 4 We hereby engage with you that all demands for payment in conformity with the terms of this Irrevocable Letter of Credit will be duly honored on presentation to us prior to expiration of this Letter of Credit. Except as otherwise stated, this credit is subject to the Uniform Customs and Practice for Documentary Credits (1993 revision), International Chamber of Commerce Publication No. 500. Old Second National Bank Frederick F. Sinkovits Vice President STATE OF ILLINOIS) ) SS COUNTY OF vP?& I, the undersigned, a Notary Public in and for the County and State aforesaid, do hereby certify that 4rmrj c tc r semkev;rt , personally known to me to be the ✓,�, r of the 64 s«,s Mhrum.44 a...l, and who is personally known to me to be the same person whose name is subscribed to the foregoing Letter of Credit and authority given by the Board of Directors thereof as their free and voluntary acts and as the free and voluntary act and deed of said institution. Given under my hand and official seal this V` day of „uF 20 05 . D F GXA�. K"o � i ��sEAL TWh Notary Pubrit e NM q r*1k 31Me Ml M* CYr�LNr 11,]Ilt i4 : Z6 FAX 030 986 So08 WMILAM DMMPOINT $OMES Q0D3 EXHIBIT "A" 1 SPACECOf INC. ,A2 Q DemalO n.A.t. a 1 S Em AMOUNT aal 1. GLegRIING AND ORUSSING - 1.0 I.S. 8100000,00 $10,000.00 A. De0W19onS h2htie RAmpv4i 9161TpWm 310500.00 _ e I I ane n 1. SILT RP.NOI 9,100 2 STA91LIZe0 E NTRANOp, LF- 5200 S1 S,3MOA0 3, EROSION CONTROL INLDT 2 EACH 68,000.00 54,000,00 4- STRAW SALE DRAINAf;E FIMUCTURS d6 EACH 550,00 62,25.00 5. EROSION CONTROL OUTLET 73 E'er 36850 53.0.6050 5- OVERFLOW DITCHSEEOING AND BLANKET 7 EACH 5508.00 63,600,00 j 7, SEEDINGdATBAAND O 1,050 LF. $25,00 548.750.00 0. SSEDINGGPARKWAYS 6.72 AC, 62mm 572070,00 3.26 AC. 624260.00 i7,605Ae - B. SPIIEro41AnSe0tnul000mmI Sub.T0t41a ii0f5o9,pp D. Gmeav0e0n � 1. TOPSOIL9TRIp TOyTOwWILEFORRESPREAO 27,003 FY. 72,00 36q.1pS.00 Z TOPSOILS"-TO STOOMILP 108,670 FY. 54W 5277,160.00 3. RESPREM PAYS 8'RESPRGAD ;000 FY 64,60 51;00050 4, RESPREAD IOTA, LOT D, SOUTH OPLOY D 6•RISSPREAD 0.800- G.Y. 6260 616,o0D,00 FILL 5. CLAY=TO:STO 226,620 GY, 52 6 6605,663,50 6- aVS PLOW STdC CNS WASS O.Y. 3200 350,flOm 7, F1145G ADIR RO HCON67R. 7O-fION 1.650 L.F. T05" 5120.75650 B. FlNE63LNS ROADWAY 2�4� 0.Y, SO.ep 8. EAQLFI I,CURB 513,467,00 3140 SY2,?90.00 c EmAk`Eam BUD-TOW • S 02L171.W 1. STORMS 2. STORMSEWe1j Rf:pA CL IV s4• 3Y I.F. Won 5241660,00 9. STORM SEWF$RCP,CLN 4p+ 006 LF, 2100.00 800,605,00 a. STORM SEWER,RCP,CL N 4S 340 LF• 578.00 575,850,00 S. STOJVABEWER,RCP, CLN 1,591 LP, 506,00 5100,et5.00 e. STORM SEWER,RCG, CLIV 300 1,i0S �. MAO 682260.00 7. STORM SEWE301HGP1CL74 �• 11001 LF, 54050 $40,04050 S. STORMWIN15 RCP, CL Zr 601 L.P. 517.50 372,537-3D 9. STORM N• 416 T.F. 575.00 St-0,6a0.00 10, STORM SEWE6R�, RCP, CI,IV 21• BOB LF• moo 624.186.00 ' 11. STORM Se iim RCP, CL 1B- 1,210 LF 52500 SA7,760.00 12 STORM SEWER, RCP, CL N 72 1.970 �. aw."ZW 13. STORM TRENCHSACIML o18'b14 id, 9TORMTgENCH 0Ag0-TLL 200 LF. 9.70.00 6!4,600,00 j H6' OIA 932 LF, 57208 571,17200 16, SrMMMANHCLE i20-DIA. 13. STORM MIWHOLK 10 0w' 1 SAa 6111SHA0 517, 0,00 17. STORM MANROLfi 2 FADH 50,00050 516,pouo0 , 10, STORM MANHOLE 0S• DIA 7 E EACH 67.000.00 57,000.80 ,O. STORM MANHOLE " b� a EACH !61009,00 Sf0.0pq-00 20. STORM MANHOLE 7TOW 11 EACH 13,500,00 328'60550 21. CATCH BASIN aw Pik 10 EACH 52300" 5671600,00 3, ; EACH 55,00D.00 $6.000.00 22 CATCH BASIN' EACH 54,00o,00 54.000,00 23- INLET 809TH 75• Bd EACN $5.000.00 6P62i000.ou Za, INLET 7a•bl0. 32 EACH $506,00 615 ,D0 ,000. FLARE ENO SELHON,WA'aRA'I$ W f EACH $3.600.00 $9,00050 ?S 2A FLAREOPNOSE=ON.WIORA-IE 420 2 EACH 311900.00 $3,600.00 27. FLARED ENO 66CTTON,WIGPAYE 60• 7 EACH 61,600,08 91,500.00 29. FLARED ENO 6EOHON, yy/OTW-fE 30• 1 EACH 516350.00 SlAw.ee 29, FLARED ENDSEOTION,WNGRATe 10 1 EACH 3&!0,50 5860.00 W- FLA3W ENDSE.GTION, W/GRATE 1G 1 .�.. 31. 9TORMSERVICE, wCSOR@0 e• 76 EACH 5230.w 519500,00 32 CCNNEOTTO E%CWMH 1 EACH 5250.86 6960.50 00, HEADWALLS.WHEATONAVE. 2 EACH 67,500.00 515,000,00 D.On10fe04 lmpmvem6nt3 SubTo1N � S1A4o,77Z00 . T•An Ptge 1 d7 COO 121 YNVH QN003S M0 9009 CSL OC9 XVA LP ; TT 90/69/00 i 68/28 /05 TM 11 ; 28 FAX 630 968 1006 WYND$AM D&ERPOINT HOMES SPACECO, (NC. mm UNIT SiNTY 4N? P9LGL' AMOUMf I E R edrev M 1- BITUMMOU�9 ®U PURSE 1.509 CLI Z BITUMINOUS BINDER COURSE 24;CL1 18,448 S.Y. Sy,� $6C673,2s S, AGGREGATE 844E TYPBB 18,348 S.Y, S4.Y6 407758.76 4 GEOTEXnLE FABRIC IC 1e,74a B.Y. .514,00 41611150.06 5- CURB AGU BUBGAADE FABRIC 27,44.0 B.Y. TIER, M/AOBpI 8811 el•iG Ra,025AD O, PCC SIDEWALK 17,230 LF. 611.50 5140ASAmoo ' T_ FCCSIDI:W W119 ONTCAB 58,410 E,RF - 45.60 $147,D05.m AUCACROSSORIVEWAY WTHIZONZCA.6 7,140 SF- 54.00 426,780.00 0. 8TREETLIGHTING COMPLE716 „y P. REMOVE E7L CUL-DEBAC PAVEIJEN7 V CH SdAw,ap 4103,600.00 IO, REMOVE ETC CUWIE.SAO CURB 0 AND OVrrVA 300 LP_ =AO 57.816.00 ' b '� 92,470.00 E Readt+ryleprweme,ed 6ubToW "x,245,66 P,we 210HIi.l 10veSIAM O t. FM HYDRANT• VALVE ANO B 2, WMIDICL52WAMTTINL'q W W/AUX, 27 EACH Sgaaam 564,000,00 0, WM,DI CI, 52WI71TNNG8 p0 3206 41:1. 330,w 3100,17250 4, WATQRSERVICES,W/B-BOX 1'-LONG e'er 61181007.44 6, WA7EA9eRVV10P3,W/A-SOX 2S EAOH tMOO S22,760.m O. VAWE 17-SHORT 447600 417,825.00 T. YALVE Ir IN800VAUI.T 7 EACH 52,480.00 6106800.00 O. PLUGANDBLGCKSTUB am IN BOX � EACH $1.10000 616,!0800 S. CONNRC7TOFYISTINGSTUS -1 EACH WJD.00 WOOA0 0. WM TRENCH BACwmL NNEN.FOOT 570 '&•00 5500.00 LP, $15.00 58,02Sn0 Pow 61ta=1n IMOMMa SubTAlal N��21M,00 M I. BANITARY6ENER,PVc8b 28 low, 10NS DEEP 566 LP, Z SAW1TARYSEWER,PVCSDR78 W. IS30'DEFP OO 517,7m4a 3. 5ANrIARYSEWEra,PVCSDRZ3 P71011WOMP -34 I.F. x'00 58,706.00 41 SANITARY SEWERPVC 8DA28 B', gO, D� 1- LF- 628.00 $121,604.00 5. SANITARY MMMLR,TYPBA a0•DW1r-'10'OECP 2.101 LF. E25.m 552,636100 S. SANITMYMANHM,p,TYaEA 44`0� 10:arDBEP 16 EACH b2scu0.m 43,Om.OD 7 SANITARYMANHOMWPEA 4500 d1WDREP ' S68,00646 8 SANITARY SERVICES LONE AT �'GH 621000100 410,000M 0. SANITAHY9ERVIDEB gHOp,T EACH 51,250,00 $78,760,00 fe. SANrTARYTR§NGHBAC*-TLL SHORT Re EACH SLbm 614 8 11. SANITARY TRENCH BACKPILL c10' OEEV 3" Off, WAS $10,860.00 12, CONNECT TO r7LMANHOLE 241 EAOH Rom SdFB20.80 d1,000,m St,000.m O.SenINry Seww lmpm.4lnuua SbeT4011 = 3373,33. . 0 I SUSRIYAU F1.74B58150 IOU CON704GENDYe 49710028.15 ICI TOTALIN SeA44114744 NDTS51 1.TNa 94de 10P'4P&w0 Oa'%W 410 PWC Baed TI0e1 En801aaft plAm too DAI4a461a Sa06L14W Deed 10/00/06, Len m.Qeed ANO 12.2005. 2.T01603U0W6 ra Plepem118ea pukle Ally. SPACECOmakY00wanmy Uotacmer00newWmly&, a. Ith Oa�eewnBmi 'e edl wa�ibe aeoW�m aDe e,d�ue J� . N0Imp6RafMW 0lfaat3 ale Indlgq, d, Tfae 01600844 DOES NGI'18 dude: i PrBTMITPEBB b. LANObCAAMM e. KMFW FMS a DRIVEWAYS FOR BINGLEFAMILY HOMES G, UNDERCU70F UNSURA11MMA7E0IAL 1. OFF�aIYEROADWAYANO UTk.11YIMPROVEMEN"TO OOftNE85 ROAD 8_YORI -RfAI$TOLS ANITARYDISTRICTINTEXCEPTORSANITARY R=SUVEER SERVICES FORL018 log AND 1200181 1. EXI3T64a STORM SEWBRREMOVAL ORABANDONMENTAB REQUIRED BYT14EC8Y. f. PMMMORKQUANTMM SUPKtEDSYRYAKINCORPOMTFSICGNTRAL h SEE CALEDONIASUBDIAIISION RHABINO PJWIBIT'BYSPACECOF NC, DATED 06/1NOUFOR PRASE BREAR DONRL 5.I% ea0m5m DQ L SE201NG PORAREA 9GU7H OE SUBDIVISION PROPERIYANO LOT D E;iNQZinduds N601envq lyacs fer, ERp810N CONTROL ` CONSTRUCRON ROAD$ - BUILDMO PADS Pwelaz 40011 HNV6 QN003S O'IO 9008 E96 OC9 XVA 9V : TT 90 /9Z/90 �I Telephone (630) 96&1000 Telecop1er(630) 96&1006 i February 27, 2006 By Messenger Joseph Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Caledonia Subdivision Phase 1 Dear Joe: Enclosed is the original Amendment No. 1 to the Irrevocable Letter of Credit #2927 which increases C the better of Credit for Landscaping to $138,436.65. It is our understanding that this was the last item you were requesting for subdivision approval. Approval of Caledonia Phase 1 is on the agenda tomorrow evening. We hope to have the Plat executed right away and would like to, start construction by the end of this week. Please advise us if there is anything else you still require so that we can start construction, Yours truly, I gRichard,M. uerard RMG/jmh Eno. C 605 LINDSAY CIRCLE, NORTH AURORA, IL 60542 W W W.W YDG.COM Old Second Old Second National Bank j I� February 23, 2006 AMENDMENT NO. 1 TO I IRREVOCABLE LETTER OF CREDIT NO. 2927 Mayor and Aldermen City of Yorkville 800 Game Farm Road Yorkville, IL 60560 ( Re: Caledonia Subdivision Phase I Gentlemen: At the request of Wyndham Deerpoint Homes, 605 Lindsay Circle, North Aurora, IL 60542, we hereby amend the above referenced Irrevocable Letter of Credit as follows: The amount of this Irrevocable Letter of Credit is increased from the aggregate amount of Ninety Eight Thousand Six Hundred Sixty Nine and 23/100 Dollars ($98,669.23) to the aggregate amount of One Hundred Thirty Eight Thousand Four Hundred Thirty Six and 65/100 Dollars ($138,436.65). All other terms and conditions remain the same. Sincerely, 4--/- �� Frederick F. Sinkovits Vice President 37S.River St.,Aurora,IL 60506,63D-892-0202 • 555 Redwood Dr.,Aurora,IL 60506,630-8443555 1350 N.Farnsworth Ave.,Aurora,IL 60505,630-851-7700 1230 N.Orchard Road,Aurora,IL 60506,630-966-1300 • 4080 Fox Valley Ctr.D6,Auroa,IL60504-4109,630-499-0330 200 W.John St., North Aurora, IL 60542-1685,630.859-3400 . 1991 WWilson St.,BataVia,IL60510,630-006-1000 . 235.Fourth St.,Geneva,It 60134,630-208.0210 8015.Kirk Road,St.Charles,IL 60174, 630-762-3840 • 888 N.LaFox Street,South Elgin,IL 60177, 847-7606008 • 1200 Douglas Rd.,Oswego,IL 60543-8956,630-551-1200 Route 47 ® Cross St,,Sugar Grove,IL 60554,630-466-0841 • 5024 Ace Ln.,Naperville,It 605648171,630-527-6490 www.o2bancorp.com 3101 E.Ogden Ave.,Lisle,IL 60532-1678,630.305.4644 . 2761 Black Road,Joliet,It 60435,815-744-2221 Member FDIC '.. _ Telephone (630) 966-1000 Telecopler(630) 966406 i i i I September 30, 2005 Via Federal Express Joseph Wywrot City Engineer City of Xorkville 800 Game Farm Road Yorkville, IL 60560 Re: Caledonia Subdivision Phase 1 Letter of Credit 2927 — Landscaping Dear Joe: We are forwarding the original Letter of Credit 2927 which guarantees the completion of the landscaping improvements in Caledonia Subdivision. Please call me if you have any questions. Y� s truly, J Richard M. Guerard RMG/jmh Enc. cc: Mike Beaulieu 605 LINDSAY CIRCLE, NORTH AURORA, IL 60542 WWW.WYDP.COFA Old Second Old Second National Bank October 3, 2005 Mayor and Aldermen City of Yorkville 800 Game Farm Road 47orkville, IL 60560 Re: Caledonia Subdivision Phase I Irrevocable Letter of Credit No. 2927 For Account of Wyndham Deerpoint Homes Amount: $98,669.23 Gentlemen: The undersigned, Old Second National Bank ("Bank"), by Frederick F. Sinkovits, Vice / President, its duly authorized agent, hereby establishes and issues this Irrevocable Letter of Credit in favor of the City of Yorkville ("City") in the amount of $98,669.23, which represents 110% of the cost of the improvements described herein. Such Irrevocable Letter of Credit is available to be drawn upon by the City upon presentation to this Bank of your demand for payment accompanies by a copy of this Irrevocable Letter of Credit. This Irrevocable Letter of Credit is issued for the purpose of securing and paying for the installation of the following public improvements in the aforesaid subdivision: Phase I Planting/Landscape Work $98,669.23 The costs of the foregoing improvements are detailed in the Engineer's Cost Estimate, prepared by Gary R. Weber Assoc., Inc., attached as Exhibit A The development is legally described as follows: Attached as Exhibit B Said public improvements shall be constructed by Wyndham Deerpoint Homes, ("our Customer" and "Owner"), in accordance with the plans, specifications, completion schedules and cost estimates prepared by Gary R. Weber Associates, Inc. \. 37 S.River St.,Aurora,IL 60506,630.892-0202 • 555 Redwood Dr,Aurora,IL 60506,630-B44-3555 • 1350 N.Farnsworth Ave.,Aurora,IL 60505,630-851-7700 1230 N.Orchard Road,Aurora,IL 60506,630-966-1300 • 4080 Fox Valley Cur.Dr.,Aurora,IL 60504-4109,630-499-4330 200W.John St.,North Aurora,IL 60542-1685,630.859-3400 • 1991 W.Wlison St., BataVia,IL60510,630406-1000 • 235.FOUrth St.,Geneva,IL 60134,630-208-0210 8015,Kirk Road,St.Charles,IL 60174,610-762-1840 • 888 N.LaFox Street,South Elgin,IL 60177,847-760-6008 • 1200 Douglas Rd,Oswego,IL 60543-8956,630.551-1200 Route 47@ Cross St.,Sugar Grove,IL 60554,630-466-4 841 • 5024 Ace in,Naperville,IL 60564-8171,630-527-6490 www.o2banrorp.com 3101 E.O9den Ave.,Lisle,IL 60532-1678,630.305-4644 . 2761 Black Road,Joliet,IL 60435,615-744.2221 Member FDIC MWI i i! . Wyndham Deerpoint Homes Irrevocable Letter of Credit No. 2927 Page 2 The undersigned agrees that this Irrevocable Letter of Credit shall remain in full force and effect and pertain to any and all amendments or modifications which may be made from time to time to the plans, specifications and cost estimated for said modifications. This Irrevocable Letter of Credit shall expire on October 3, 2006. provided, however, the undersigned shall notify the City Clerk by certified mail, return receipt requested, or by overnight courier, at least ninety (90) days prior to said expiration date, that this Irrevocable Letter of Credit is about to expire. In no event shall this Irrevocable Letter of Credit or the obligations contained herein expire except upon said prior written notice, it being expressly agreed by the undersigned that the above expiration date shall be extended as required to comply with this notice provision. This Irrevocable Letter of Credit shall remain in effect until October 3, 2006, without regard to any default in payment of money owed to the issuer by our Customer and without regard to other claims which the Bank may have against our Customer, and in no event shall terminate without notice as specified above. This Irrevocable Letter of Credit may be renewed by the Bank or our Customer prior to the above expiration date by submitting a new Irrevocable Letter of Credit to the same form and substance as this Irrevocable Letter of Credit to the City Clerk in an amount equal to 110% of the estimated cost to complete and pay for the above described improvements. It is agreed that the following shall be considered a default by our Customer and shall entitle the City to make demand on this Irrevocable Letter of Credit: 1 . that said Letter of Credit will expire within thirty (3 0) days and has not been renewed; or 2. that the aforesaid improvements have not been completed by the Owner at least thirty (30) days prior to the aforesaid expiration date; or 3 . that the Owner has failed to complete or carry on the work of the installation and construction of the required improvements in accordance with the schedule, or at a faster pace if the installation of the private improvements shall be completed before public improvements to service them are available; or 4. that the City of Yorkville has determined that the Owner has demonstrated that they will be unable to complete the improvement; or 5. that the City of Yorkville has determined that the public improvements or other improvements covered by this Irrevocable Letter of Credit have been or are likely to be the subject of liens or other claims by contractors, subcontractors or third parties; or Wyndham Deerpoint Homes Irrevocable Letter of Credit No. 2927 Page 3 6. that if more funds are disbursed at this time on order of the Owner insufficient funds will remain irrevocably committed to guarantee the completion of all improvements, and such certification indicates that the Owner has been notified that the municipality finds that a breach of the Owner's obligations has occurred and has not been cured within a period of thirty (30) days. The Bank's obligation to the City is based solely on this Irrevocable Letter of Credit between the Bank and the City and is not subject to instructions from our Customer. It is recognized that the City has directed our Customer to proceed with the construction of public improvements upon the guarantee of this Irrevocable Letter of Credit. It is further acknowledged that the consideration for this Irrevocable Letter of Credit is provided by agreements between this Bank an d our Customer. i This Irrevocable Letter of Credit sets forth in full the terms of this undertaking between the Bank and the City, and such undertaking shall not in any way be modified, amended, amplified, nor shall it be limited by reference to any documents, instrument or agreement referred to herein, and any such reference shall not be deemed to incorporate herein by reference any document, instnument or agreement. i Demands on this Irrevocable Letter of Credit shall be made by presenting the Bank with a letter from the City Clerk of the City of Yorkville demanding payment accompanied by the certificate of the City Clerk of the City of Yorkville certifying the basis for the default and demand on this Irrevocable Letter of Credit. The undersigned agrees that this Irrevocable Letter of Credit shall not be reduced or discharged except upon receipt of a certificate of the City Clerk of the City of Yorkville certifying that this hrevocable Letter of Credit may be reduced. The outstanding balance of this Irrevocable Letter of Credit shall be the face amount of this Irrevocable Letter of Credit less any amount which is discharged upon certificate of the City Clerk; Provided however, the outstanding balance of this Irrevocable Letter of Credit shall not be reduced to less than 15% of the approved engineer's estimate upon which this Irrevocable Letter of Credit is based until the City Council accepts the aforementioned improvements and a certificate of the City Clerk certifying that the Irrevocable Letter of Credit has been released by the City Council of the City. All acts, requirements and other preconditions for the issuance of this hrevocable Letter of Credit have been completed. Wyndham Deerpoint Homes Irrevocable Letter of Credit No. 2927 Page 4 The Bank further agrees and engages that it will be responsible and liable for attorney fees and court costs which may be incurred by the City in enforcing collection of this Irrevocable Letter of Credit in accordance with its terms. We hereby engage with you that all demands for payment in conformity with the terms of this Irrevocable Letter of Credit will be duly honored on presentation to us prior to expiration of this Irrevocable Letter of Credit. This Irrevocable Letter of Credit is subject to the Uniform Customs and Practice for Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500. j Old Second National Bank ,- / / z Frederick F. Sinkovits Vice President i CALEQONL4 Page 1 0172 �^ Yorkville, Dfinois > o Wyndham Dmpoinr 0 ° Cast Estimate for Landscape Work w PgASg ONE PLAKJ•'1NG ----�._.. ---_–_' ----`--- ----. -----__.— Key uantitr Botanical/Common Name Remarks Cost Eileosiaa SHADE TREES m 1. X 1 Cel. 400.00 11260030 AE 29 Acer fieemanii m AUTUMN GLAZE MAPLE 390.00 o CO 24 Celtic accidenialis 2 It." CaL 9 360.00 COMMON HACKBERRY 8, 190-00 GT 21 Gleditsia triacandms inetmis 'Skyiine 2 It2° Cal. 190.00 SKYLINE HONEYLOCUST QS 39 4uercus bicolor 2 112" Cal 3900 11,310.00 SWAMP WHITE OAK Qty 3 Quereea maavcatpa 2112° Cal. 390.00 1 ,170.00 x BUR OAK .-. Z 1/2' Col. 390100 8.190.00 c.v TC 21 Tilio cwdffia 'Grcenspitc ° GREENSPIRE LINDEN 8 Tiliacotdata'Greenspire' 411 90D 90D.00 7.200.00 TG'1 c�a GREENSPIRE LINDEN 3 a UR Ubmm cmpinifolia 'Rwr 2 12" Cal. 390-011 $560.00 > REGAL SMOOTHLEAF ELM x 4 ORNAMENTALTREES o AM 7 Acergm o la 1,890-00 6'Tall Clump Farm 270.00 `^ euwUR WAFLE 0 a EV 6RGREEN TREES ru a 263.80 UNDO o AC 10 Abies concolor 6' Tali ° WHITE FIR racr ekrai_ 1.m V I.ALL' UV!� w I-age d W s m Yorkville, Illinois Wyndham Deenwim o ° Coat Estimate Car Landscape Work PHASE ONE_g[AN�G (courgmed) a Kuv manliry BolaaimVCommoo Name size Remarks Cost Extension i i EVERGREEN TREES (cmdDued) x m 263.80 1 ,582.80 o PG 6 Pieea glauca Mnsata' 6' Tall m BLACK HILLS SPRUCE . co cn 2,636.00 o C Tall 63.80 - m pp 10 piceapungens GREEN COLORADO SPRUCE t DECBDUOUS SHRUBS CA ?5 CotaneasteracutifaGus 300Tall 4' O.C- 3200 SDD.OD j PEKING COTONEASTER VD 18 Vibumom demawm 'Chicage Lwm& 30" Tall 5' O.C. 1100 176.0 CHICAGO LUSTRE VIBURNUM z PfiRENN1AIS AND ORNAMENTAL GRASSES ° PA 37 Pennisemmi alopanwuides 1 Gal. 34. 0 C. 11.00 407-60 ¢ FOUNTAIN GRASS m w w IIUSCELLAEOUS a 1-1 Seed with Erasion Control Blanket (S75) AC. 74800.00 80580.00 ¢ 95D Seed wrtb Erosion Control Blamkct(C350) SY. 5 4,98750 � SUBTOTAL PHASE ONE PLANTING S 89,b99.70 a. "' 20°o COPa'TL'VGER'Ci o TOTAL PHASE ONE PLANTING S 98,669 w 3 o 'Parkway sod to be included witb individual lot landscaping Cyr LYMa"�_am wives IIpA>.I Yisl CE�t W 1 V ZC EXHIBIT B i THAT PART OF THE NORTH 1/2 OF SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST '/4 OF SAID SECTION 17; THENCE NORTH 88 DEGREES 13 MINUTES 59 SECONDS EAST, ON AN ASSUMED BEARING ALONG THE NORTH LINE OF SAID NORTHEAST /4892.02 FEET RECORD, 892. 11 FEET MEASURED; THENCE SOUTH 00 DEGREES 12 MINUTES 00 SECONDS EAST PARALLEL WITH THE EAST LINE OF THE WEST /20F THE EAST %2 OF SAID SECTION 17, A DISTANCE OF 40.01 FEET; THENCE SOUTH 88 DEGREES 13 MINUTES 59 SECONDS WEST PARALLEL WITH THE NORTH LINE OF SAID NORTHEAST /4315.96 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 39.27 FEET ALONG A CURVE TO THE LEFT, HAVING RADIUS OF 25.00 FEET AND WHOSE CHORD BEARS SOUTH 43 DEGREES 14 MINUTES 00 SECONDS WEST 35.36 FEET TO A POINT TANGENCY; THENCE SOUTH 01 DEGREES 45 MINUTES 59 SECONDS EAST 75.53 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 56.11 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 2033.00 FEET AND WHOSE CHORD BEARS SOUTH 00 DEGREES 58 MINUTES 37 SECONDS EAST 56. 11 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 11 MINUTES 10 SECONDS EAST 57.96 FEET TO A POINT CURVATURE; THENCE EASTERLY 39.27 FEET ALONG A CURVE TO THE LEFT; HAVING A RADIUS OF 25.00 FEET AND WHOSE CHORD BEARS SOUTH 45 DEGREES 11 MINUTES 10 SECOND EAST 35.36 FEET TO A POINT OF TANGENCY; THENCE NORTH 89 DEGREES 48 MINUTES 50 SECONDS EAST 18.53 FEET TO A POINT OF CURVATURE: THENCE NORTHEASTERLY 32.31 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET AND WHOSE CHORD BEARS NORTH 52 DEGREES 47 MINUTES 46 SECONDS EAST 30. 11 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTH, EAST, AND SOUTH 220.07 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 66.00 FEET AND WHOSE CHORD BEARS SOUTH 68 DEGREES 43 MINUTES 21 SECONDS EAST 131 .39 FEET; THENCE SOUTH 63 DEGREES 56 MINUTES 29 SECONDS EAST, NON-TANGENT TO THE LAST DESCRIBED CURVE 164.48 FEET TO A LINE PARALLEL WITH THE EAST 1/2 OF SAID SECTION; THENCE SOUTH 00 DEGREES 12 MINUTES 00 SECONDS EAST ALONG LAST DESCRIBED LINE A DISTANCE OF 103.53 FEET: THENCE SOUTH 89 DEGREES 50 MINUTES 59 SECONDS WEST 403.40 FEET; THENCE NORTH 00 DEGREES 11 MINUTES 10 SECONDS WEST 114.96 FEET TO A POINT OF CURVATURE; THENCE WESTERLY 39.27 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET AND WHOSE CHORD BEARS NORTH 45 DEGREES 11 MINUTES 10 SECONDS WEST 35.36 FEET TO A POINT OF TANGENCY; THENCE SOUTH 89 DEGREES 48 MINUTES 50 SECONDS WEST 115.00 FEET; THENCE SOUTH 00 DEGREES 11 MINUTES 10 SECONDS EAST 669.49 FEET; THENCE SOUTH 26 DEGREES 18 MINUTES 55 SECONDS WEST 57.85 FEET; THENCE SOUTH 45 DEGREES 29 MINUTES 17 SECONDS WEST 57. 11 FEET; THENCE SOUTH 71 DEGREES 28 MINUTES 11 SECONDS WEST 75 .00 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE SOUTHERLY 4.64 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 217.00 FEET AND WHOSE CHORD BEARS SOUTH 08 DEGREES 50 MINUTES 53 SECONDS EAST 4.64 FEET TO A POINT OF TANGENCY; THENCE SOUTH 09 DEGREES 27 MINUTES 38 SECONDS EAST 110.89 FEET; THENCE SOUTH 03 DEGREES 22 MINUTES 13 SECONDS EAST 112.90 FEET; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST 119.42 FEET; THENCE NORTH 89 DEGREES 36 MINUTES 17 SECONDS EAST 489.42 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE SOUTHERLY 77.99 FEET ALONG A CURVE TO THE RIGHT, HAVING RADIUS OF 433.00 FEET AND WHOSE CHORD BEARS SOUTH 05 DEGREES 33 MINUTES 19 SECONDS EAST 77.89 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST 347.43 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST 496.42 FEET; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST 246.00 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST 173.38 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 164.56 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 142.00 FEET AND WHOSE CHORD BEARS SOUTH 56 DEGREES 24 MINUETS 18 SECONDS WEST 155.50 FEET; THENCE NORTH 66 DEGREES 47 MINUTES 42 SECONDS WEST 66.37 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST 187.68 FEET; THENCE NORTH 00 DEGREES 23 MINUTES 42 SECONDS WEST 935.58 FEET; THENCE NORTH 89 DEGREES 36 MINUTES 18 SECONDS EAST 165.00 FEET; THENCE NORTH 00 DEGREES 23 MINUTES 42 SECONDS WEST 146. 14 FEET TO A POINT ON THE NORTH LINE OF SOUTH 3 .33 CHAINS OF THE EAST 10 CHAINS OF THE NORTHEAST ''/4 OF NORTHWEST %4 OF SAID SECTION 17; THENCE NORTH 88 DEGREES 17 MINUTES 09 SECONDS EAST ALONG THE LAST DESCRIBED LINE l - 155.39 FEET TO THE WEST LINE OF SAID NORTHEAST %4 OF SECTION 17; THENCE NORTH 00 DEGREES 20 MINUTES 22 SECONDS WEST ALONG THE LAST DESCRIBED LINE, 1106.44 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. i I _ Telephone(63D) 9664600 Telecopier(63D)9661066 August 11, 2006 Via Federal Express Joseph Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Caledonia Subdivision Phase H Dear Joe: i / Enclosed is the original Letter of Credit for the Caledonia Subdivision Phase R in the amount of $1,260,271 .92. Yours truly, �A i Richard M. Guerard RMO J Enc.Q------" cc: Mike Kainz J. Steven Butkus Matt Fiascone I 605 LINDSAY CIRCLE, NORTH AURORAF IL 60542 WWW.WYDP.COM- 001d Second Old Second National Bank August 8, 2006 Mayor and Aldermen City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Caledonia Subdivision Phase II Irrevocable Letter of Credit No. 2968 For Account of Wyndham Deerpoint Homes Amount: $ 1 ,260,271 .93 Gentlemen: The undersigned, Old Second National Bank ("Bank"), by Frederick F. Sinkovits, Sr. Vice �- President, its duly authorized agent, hereby establishes and issues this Irrevocable Letter of Credit in favor of the City of Yorkville ("City") in the amount of $1 ,260,271 .93, which represents 110% of the cost of the improvements described herein. Such Irrevocable Letter of Credit is available to be drawn upon by the City upon presentation to this Bank of your demand for payment accompanied by a copy of this Irrevocable Letter of Credit. i This Irrevocable Letter of Credit is issued for the purpose of securing and paying for the installation of the following public improvements in the aforesaid subdivision: I Division "X' — Soil Erosion Sediment Control $ 7,087.50 Division `B" — Excavation $ 22,016.00 Division "C" — Drainage Improvements $ 280,948.00 Division "D" — Roadway Improvements $ 463,176.25 Division "F' — Watermain Improvements $ 224,940,00 Division "F" — Sanitary Sewer Improvements $ 147,534.00 Total Engineer's Cost Estimate $ 15145,701 .75 10% Contingency $ 1145570.18 Total $ 1,260,271 ,93 - 37 S.River St., Aurora,IL 60506-4172,630-892-02D2 • 555 Redwood Dr.,Aurora,IL 60506-3309,630.8443555 1350 N.Farnsworth Ave.,Aurora;IL 60505-2068, 630-851-7700 . 1230 N.Orchard Road,Aurora,IL60506-7931,630-966-1300 4080 Fox Valley Cu.Dr,Aurora,IL 60504410916304994330 200 W.John St.,North Aurora,IL60542-1685,630-859-3400 1991 W.Wilson St Batavla, IL60510-1680,630-006-1000 . 235.Fourth St.,Geneva, IL60134.2108,630.209-0210 801 S.Kirk Road,St,Charles,IL 601743407,630-762-3840 . 1200 Douglas Rd.,Oswego,IL60543-8956,630-551-1200 wwwo2bancorp.com Route 47@ Cross St.,Sugar Grove,IL60554-0510,630.466-4841 • RISE.Ogden Ave,Napewille,IL60563-2834,630-753-8000 MemberFDIC MMI 888 N.La Fox St.,South Elgin, IL 60177-1627,847-760-6005 'i, i Wyndham Deerpoint Homes Irrevocable Letter of Credit No. 2968 Page 2 The costs of the foregoing improvements are detailed in the Engineer's Cost Estimate, prepared by Spaceco, hie., on the attached Exhibit A The subdivision is legally described on the attached Exhibit B. Said public improvements shall be constructed by Wyndham Deerpoint Homes, ("our Customer" and "Owner"), in accordance with the plans, specifications, completion schedules and cost estimates prepared by Spaceco, Inc. The Bank agrees that this Irrevocable Letter of Credit shall remain in full force and effect and pertain to any and all amendments or modifications which may be made from time to time to the plans, specifications and cost estimated for said modifications. This Irrevocable Letter of Credit shall expire on August 8, 2008 provided, however, the Bank notifies the City Clerk by certified mail, return receipt requested, or by overnight courier, at least ninety (90) days prior to said expiration date, that this Irrevocable Letter of Credit is about to expire. In no event shall this Irrevocable Letter of Credit or the obligations contained herein expire except upon said prior written notice, it being expressly agreed by the Bank that the above expiration date shall be extended as required to comply with this notice provision. This Irrevocable Letter of Credit shall remain in effect until August 8, 2008, without regard to any default in payment of money owed to the Bank by our Customer and without regard to other claims which the Bank may have against our Customer, and in no event shall terminate without notice as specified above. This Irrevocable Letter of Credit may be renewed by the Bank or our Customer prior to the above expiration date by submitting a new Irrevocable Letter of Credit to the same form and substance as this Irrevocable Letter of Credit to the City Clerk in an amount equal to 110% of the estimated cost to complete and pay for the above described improvements. It is agreed that the following shall be considered a default by our Customer and shall entitle the City to make demand on this Irrevocable Letter of Credit: 1 . that said Letter of Credit will expire within thirty (30) days and has not been renewed; or 2. that the aforesaid improvements have not been completed by the Owner at least thirty (30) days prior to the aforesaid expiration date; or i Wyndham Deerpoint Homes Irrevocable Letter of Credit No. 2968 Page 3 3. that the Owner has failed to complete or carry on the work of the installation and construction of the required improvements in accordance with the schedule, or at a faster pace if the installation of the private improvements shall be completed before public improvements to service them are available; or 4. that the City of Yorkville has determined that the Owner has demonstrated that they will be unable to complete the improvement; or 5. that the City of Yorkville has determined that the public improvements or other improvements covered by this Irrevocable Letter of Credit have been or are likely to be the subject of liens or other claims by contractors, subcontractors or third parties; or 6. that if more funds are disbursed at this time on order of the Owner insufficient funds will remain irrevocably committed to guarantee the completion of all improvements, and such certification indicates that the Owner has been notified that the municipality finds that a breach of the Owner's obligations has occurred and has not been cured within a period of thirty (30) days. The Bank's obligation to the City is based solely on this Irrevocable Letter of Credit between the Bank and the City and is not subject to instructions from our Customer. It is recognized that the City has directed our Customer to proceed with the construction of public improvements upon the guarantee of this Irrevocable Letter of Credit. It is further acknowledged that the consideration for this Irrevocable Letter of Credit is provided by agreements between this Bank and our Customer. This Irrevocable Letter of Credit sets forth in full the terms of this undertaking between the Bank and the City, and such undertaking shall not in any way be modified, amended, amplified, nor shall it be limited by reference to any documents, instrument or agreement referred to herein, and any such reference shall not be deemed to incorporate herein by reference any document, instrument or agreement. Demands on this Irrevocable Letter of Credit shall be made by presenting the Bank with a letter from the City Clerk of the City of Yorkville demanding payment accompanied by the certificate of the City Clerk of the City of Yorkville certifying the basis for the default and demand on this Irrevocable Letter of Credit. The Bank agrees that this Irrevocable Letter of Credit shall not be reduced or discharged except upon receipt of a certificate of the City Clerk of the City of Yorkville certifying that this Irrevocable Letter of Credit may be reduced. The outstanding balance of this Irrevocable Letter i i Wyndham Deerpoint Homes Irrevocable Letter of Credit No. 2968 Page 4 of Credit shall be the face amount of this Irrevocable Letter of Credit less any amount which is discharged upon certificate of the City Clerk; provided however, the outstanding balance of this Irrevocable Letter of Credit shall not be reduced to less than 15% of the approved engineer's estimate upon which this Irrevocable Letter of Credit is based until the City Council accepts the aforementioned improvements and a certificate of the City Clerk certifying that the Irrevocable Letter of Credit has been released by the City Council of the City. In respect to the written certification above, the Bank is authorized to accept the certification as binding and correct without investigation or responsibility for the accuracy, veracity, correctness or validity of the same or any part thereof. All acts, requirements and other preconditions for the issuance of this Irrevocable Letter of Credit have been completed. The Bank further agrees and engages that it will be responsible and liable for attorney fees and court costs which may be incurred by the City in enforcing collection of this Irrevocable Letter of Credit in accordance with its terms. We hereby engage with you that all demands for payment in conformity with the terms of this Irrevocable Letter of Credit will be duly honored on presentation to us prior to expiration of this Irrevocable Letter of Credit. This Irrevocable Letter of Credit is subject to the Uniform Customs and Practice for Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500. Old Second National Bank Frederick F. Sinkovits Sr. Vice President i AUG-072006 08 : 04 From : OLD SECOND OF LISLE 6309611197 To : 6308920315 P . 3/4 Rug 04 2006 1102PM W2lndham Deerpoins Homes 630 -966 - 1006 P . 3 EXHIBIT A SPACECO, INC. Paelof2 l UNIT !TEES A Sn" 60104 ap1M0 Cer el 1. EAOBION CONTROL INUIW 28 EACH WOAD 71,10040 2. STRAW SALE ORAEIAGE 81TRUCRJRS 19 EACH $"AD IAm,m S. EROWON CONTROL CUTLET 1 EACH MOAD MOD 4. 8001NO-PNiOYAM 1.P< ACRE p2,2aD.40 $00.10 A-sol Emalon a.0�aC0nm1 a�A.TaaJm 57,OSrw tb.l�n 1. FINE OMOE Po04OV/AY 17930 S.Y. PAS 4l.781.0 2. 0ACkKL CURB 7'003 L.F. $IAO STAOEm 3. AESPAEAC PM407NAYa OF RESPREAO 1ISOD 1)7 SAAYN S/1200000 9,6smcSm1 aub.Tatal• 15'01100 1- STORM $EWIK RCP, 04aN 12' 100 CR fa0A0 $12,071).40 2. STORM BRW[ L, RCP, GL IV as em LF, WAS 1MAISOA0 3. STORM SEWS RCP, CL IV 2T 2d 1 LF $via PM 40 4. STORM SEWBk ACA,CL IV W we LF, Ifts 411I.MAO a. STORM SH\A'9*4 RCP, CL IV 21' 74. LF, 7ba.40 52200AD 0- STORM UW9C RGP, CL 1C 740 LF. $20.00 J;W'7WAO 7. STORM SEWER RGP, CL IV IT Sal LF. 1122.51) 4WoW2AD S. STORM WVY0K RCP.CL IV 12 I= L.F. Saw 725.540,00 O NTOMYRENCHEAgOFLL aIr DIA 131 LP. lam IOASOAO 10. STORM T71@HCH a.ALTffLL AWDA 010 LF, 71240 77ASSA0 11. STORM k"HOLE or OHS. 1 EACH 171000.00 7r,mOAO 12 STORM WNHOLE ev CPA, t SAC" 14,1)00.40 1N,m0AO 13. STORM MN HQUE 72• DU. 9 EACH $31mo 0 S10AWA0 14. aTOPol WNMOLe OW DNA, S EACH 4250041) SW,OWAD I.I. CATCH SASIN 00' 24 EAC71 53.00040 172,OWAO 19 INLET 240 D1A6 20 EACH 51901).00 S1D,p".00 IT. FLAPEDEMSECTICALWRDRATE 42' 1 EACH $1.900.00 51.000.00 C... . t0- STORM 907NVRE, PVC DCR2a B• 0.0 EACH S280.00 412,200AD 0. Omer mpnisomer4. Sub.Taw& 5260.84am 1, DYTUM"OUS SURFACE upse La', CLI Jams S.Y. b,70 134,40720 Z AW4WOA PWF,Atx7UASS lar CL IO,ESS a3% $4.7e 500,27a,73 0. AOGREOATE FA RI TYPES Itr 10,0.05 5;7, 710.2 tics,ff*OAD .73 4. CEOTFj[GUF FABRIC 8.6.12. EFAHWC 7,035 0.Y. SILOS $1a,15a.7a S. WIKeSGURE0. 0dAOOR) a-0.12 7,1)10. LF. S1I.70 701,10.2'01) 0. PCO 910EWALK rMGX, ON2' CA6 NATO S.F. WSO S100A45.00 7. PCC SIDEWALK ACROSS ORIVEWAY 5' MpC ON CAA 46000 R.P. KOO 71020041) S, STREET LD04I77NO GOMPLM 11 EACH S4AWJW 54011m.00 O. A010a4Y 1mIS0YerISH aao-TNUI- fAes,tre2a 1. TIRE NVDRANY W/AIOL VALVE AND I0. EAOI 52AmAD i70Am.m 2. vTM, DI aa2 WAaTIENOS 12' 1,31s LF, SM NO ITIA92M 9, WHA DIYie2 W�FI7'INCp3 C 21015 LF. WAS 702.147100 ' 4. wATOR aF7rvlcea,W70.00X r4.onO 43 EACH Wrom $77,020,40 S. WATER.SLRLO MY41941= 14$H6RT 20 EACH 079.00 111),579.0 G. VALVE 1T IN 8tr VAULT 0 EACH i2AEO.m 7124000.40 7. VALVE 8.1Naox 4 EACH 11.100.40 71,400.0 a. PLUG AND OLOLIC I7TUO S EACH 1M.00 $760.00 9. OOINECYTCCOOBVINCSIUO 1 EACH 10.40.40 10.00.40 9. WN7AEHCH 9AGIffEL, LNEAL NOGT 080 LF. S1S.W E, W4*,n14N lmplrnwlwllb 9ub-T4YNm 7224,000.40 1. 8AHRAR79EWa1L RR/C80R 21) V,, W,1G 09EP 770 LF. 726140 721,704.40 2. 0ANRMYWWER, IAGSO112S 4", 41WOEEP 1,510 LF. 725.40 SIO,260,W 3. *WffARYb1WMOLCTYPEA 4WDIA, IOt1SOEEP 4 EACH 12200.00 SIO,000.m A. SANITARY MANHOW,TYPE A 40' 1)y <iP DEEP 7 FJfj1 SLOOO.m 14,1)40.40 O• EAIIRARY OIQRVICSII LONG 20 EAON SIA60,0D SWOO.m N. EANITARY 3E1A.VICE6 SNORT 43 EACH HSm,m WASO.m T. SANITARY AENCH RACJO4L 410'DEEP 80 I.F. 520.m N, O" . R.34n1nY 94•arlaOtnDYem4Nq GO-Taws 147A}Lm - . tmd► mpfaa Rt1Ca-"07-2006 08: 04 From : OLD SECOND OF LISLE 6309611197 To : 6308920315 P . 4/4 Aug 04 2006 11o2PM Windham Deerpolnt Homes 630 - 866 - 1006 1214 EXHIBIT A SPACE00o INC. Page 2 of 2 nu .r e�.rnwanawa. UNrt M21 Q= Iota IM !M'[ SUSTOTALE 51,146,701.7E W% CONMENCT . 51141670_7! TOTALU 51A .fi tlGpAi I. This as*" b P17and read M pwd mood ul Emhndn5 PI&M b C26knia 6�►SYrm' OW IWW01, bat WM61 A01611. MOO. i TNa a\rNbYP'79�>te tlaSW.mly. ePACECO nggrmw>n.ah0.l.enulm.0 Hnotvr7 6c+n Ota �mun\ rdkAYd, utd wrtmw m rmyvod.Yaray. 0. 11 \ emuned NrtaS aoutlwf be p►Tal msle xld wren A N0 9nOrl Of lln/dI EOr•N tbnd. 1.TIAS rdn�t. Qf�y,dCLI1C4uei AERA/T PE[S h I.ANOWAPIN6 0. REVIEW FUR - d. UUVRWAYSMMGJM 1APAMS.TNo►R5 IL tWDMKW OF UNKWARLS"WRIAL E CFF8ITEROADWAYANOV"LOYNFROYE16EM91OCCM411LSRWD OWWV% 0L S IP TTAKY RB =NTENCGPMRWtrARY A.STORM SEVIF.R MiMM "LOTS41.44 St,AND MAU L EAISTNO STORM MWER RiWOYAL OR A&WMNVENTAS ReCARRm MY 7N5 CTIY• 1. MN55 ORMWM, ALL MAW ORADW4 ASS"DTO BEPERROWAM A0 PART OF MUSE I IWROVM*PZM. K SEE CMADMA MM0MSMdPKASW0 Wf rr SYSPACECO,IWC. oATFa oyleAS PORPM/$t< EREnImOriH. B YT\ aaUntla QM$NQ[ IdudK Mohrnerwa ro4Yr. EROSION COMPM CONSTRI)C710N ROAM WIUYW PAW aN r tax I Ili EXXi IIBIT B Page 1 of 2 THAT PART OF THE NORTH HALF OF SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 20 IN CALEDONIA SUBDIVISION - 13/32 PHASE 1, BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MARCH 16, 2006 AS DOCUMENT NUMBER 2060007979, SAID POINT BEING A POINT ON THE NORTH LINE OF SOUTH 3 .33 CHAINS OF THE EAST 10 CHAINS OF THE NORTHEAST QUARTER OF NORTHWEST QUARTER OF SAID SECTION 17; THENCE SOUTH 88 DEGREES 17 MINUTES 09 SECONDS WEST ALONG THE LAST DESCRIBED LINE 504.61 FEET TO THE WEST LINE OF SAID SOUTH 3.33 CHAINS OF THE EAST 10 CHAINS; THENCE SOUTH 00 DEGREES 20 MINUTES 22 SECONDS EAST ALONG THE LAST DESCRIBED WEST LINE 217.87 FEET TO THE SOUTHWEST CORNER OF SAID 3.33 CHAINS OF THE EAST 10 CHAINS OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE SOUTH 88 DEGREES 17 MINUTES 08 SECONDS WEST ALONG THE NORTH LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17 A DISTANCE OF 6.20 FEET TO THE NORTHWEST CORNER OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE SOUTH 00 DEGREES 24 MINUTES 20 SECONDS EAST ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17 A DISTANCE OF 1323.91 FEET TO THE SOUTHWEST CORNER OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE NORTH 88 DEGREES 19 MINUTES 04 SECONDS EAST ALONG THE SOUTH LINE OF THE SOUTHWEST %- QUARTER OF SAID SECTION 17 A DISTANCE OF 299.99 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 71 DEGREES 38 MINUTES 54 SECONDS EAST 286.85 FEET, HAVING A RADIUS OF 500.00 FEET, AND ARC DISTANCE OF 290.94 FEET TO A POINT OF TANGENCY; THENCE NORTH 54 DEGREES 58 MINUTES 44 SECONDS EAST 106,33 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF NORTH 71 DEGREES 39 MINUTES 15 SECONDS EAST 286.94 FEET, HAVING A RADIUS OF 500.00 FEET, AND ARC DISTANCE OF 219.04 FEET TO A POINT OF TANGENCY; THENCB NORTH 88 DEGREES 19 MINUTES 45 SECONDS EAST, 297.11 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT, HAVING A CHORD BEARING OF SOUTH 82 DEGREES 33 MINUTES 19 SECONDS EAST 158.42 FEET, HAVING A RADIUS OF 500.00 FEET, AN ARC DISTANCE OF 159.09 FEET TO A POINT ON THE WEST LINE OF YORKVILLE BUSINESS CENTER SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 10, 2000 AS DOCUMENT NUMBER 200000013808; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST ALONG THE LAST DESCRIBED LINE 82.96 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE SOUTHEASTERLY ALONG THE NORTH LINE OF SAID YORKVILLE BUSINESS CENTER SUBDIVISION, BEING A CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 72 DEGREES 54 MINUTES 47 SECONDS EAST 57.95 FEET, HAVING A RADIUS OF 580.00 FEET, AN ARC DISTANCE OF 57.97 FEET TO A POINT OF TANGENCY; THENCE SOUTH 70 DEGREES 02 MINUTES 13 SECONDS EAST, ALONG SAID NORTH LINE 195.40 FEET TO THE SOUTHWEST CORNER OF LOT 5 IN YORKVILLE BUSINESS CENTER UNIT 2, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 13, 2000 AS DOCUMENT NUMBER 200000012408; THENCE NORTH 00 DEGREES 12 MINUTES 00 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 5 AND THE NORTHERLY EXTENSION THEREOF 667.04 TO A POINT ON THE WESTERLY EXTENSION OF THE NORTH LINE OF YORKVILLE BUSINESS CENTER UNIT 3, ACCORDING TO THE PLAT THEREOF RECORDED MAY 21, 2001 AS DOCUMENT NUMBER 20010008620 (ALSO BEING THE SOUTH LINE EXTENDED WESTERLY OF FISHER'S SUBDIVISION); THENCE SOUTH 88 DEGREES 40 MINUTES 19 SECONDS WEST ALONG THE LAST DESCRIBED LINE, 90.47 FEET; THENCE SOUTH 81 DEGREES 04 MINUTES 01 SECONDS WEST 44.80 FEET; THENCE NORTH 27 DEGREES 42 MINUTES 32 SECONDS _ EXIIIBIT B Page 2 of 2 WEST 122.31 FEET; THENCE NORTH 29 DEGREES 44 MINUTES 13 SECONDS WEST 66.55 FEET; THENCE SOUTH 52 DEGREES 51 MINUTES 46 SECONDS WEST 126.31 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF NORTH 85 DEGREES 46 MINUTES 29 SECONDS WEST 33.04 FEET, HAVING A RADIUS OF 25.00 FEET, AND ARC DISTANCE OF 36.10 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 49 DEGREES 02 MINUTES 55 SECONDS WEST 70.00 FEET, HAVING A RADIUS OF 433.00 FEET, AND ARC DISTANCE OF 70.07 FEET TO A POINT OF TANGENCY; THENCE NORTH 53 DEGREES 41 MINUTES 05 SECONDS WEST 132.97 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 53 DEGREES 59 MINUTES 49 SECONDS WEST 236.07 FEET, HAVING A RADIUS OF 287.00 FEET, AN ARC DISTANCE OF 243.29 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF NORTH 55 DEGREES 35 MINUTES 23 SECONDS WEST 36.05 FEET, HAVING A RADIUS OF 25.00 FEET, AN ARC DISTANCE OF 40.26 FEET TO A POINT ON THE EAST LINE OF LONGVIEW DRIVE, DEDICATED MARCH 16, 2006 AS DOCUMENT NUMBER 2060007979; THENCE SOUTH 03 DEGREES 22 MINUTES 13 SECONDS EAST ALONG THE LAST DESCRIBED LINE, NON-TANGENT TO THE PREVIOUSLY DESCRIBED COURSE, 112.90 FEET; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST ALONG THE LAST DESCRIBED LINE 1 19.42 FEET TO THE NORTHWEST CORNER OF LOT 61 IN SAID CALEDONIA SUBDIVISION-PHASE 1; THENCE NORTH 89 DEGREES 36 MINUTES 17 SECONDS EAST ALONG THE NORTH LINE OF LOTS 61 THROUGH 57 IN SAID CALEDONIA SUBDIVISION-PHASE 1 AND THE EASTERLY EXTENSION THEREOF 13/32, 489.42 FEET TO A POINT ON A NON-TANGENT CURVE, SAID CURVE BEING THE EASTERLY LINE OF WHEATON AVENUE DEDICATED MARCH 163 2006 AS DOCUMENT NUMBER 2060007979; THENCE SOUTHERLY 77.99 FEET ALONG THE LAST DESCRIBED EASTERLY LINE, BEING A CURVE TO THE RIGHT, HAVING A RADIUS OF 433.00 FEET AND WHOSE CHORD BEARS SOUTH 05 DEGREE 33 MINUTES 19 SECONDS EAST 77.89 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST ALONG THE LAST DESCRIBED EASTERLY LINE 347.43 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST ALONG THE SOUTH LINE OF LOTS 52 THROUGH 56 AND THE EASTERLY EXTENSION THEREOF 496.42 FEET TO A POINT ON THE EASTERLY LINE OF SAID LONGVIEW DRIVE; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST 246.00 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST ALONG THE SOUTHERLY LINE OF SHADOW WOOD DRIVE, DEDICATED MARCH 16, 2006 AS DOCUMENT NUMBER 2060007979 A DISTANCE OF 173.38 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID SOUTHERLY LINE 164.56 FEET BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 14200 FEET AND WHOSE CHORD BEARS SOUTH 56 DEGREES 24 MINUTES 18 SECONDS WEST 155.50 FEET; THENCE NORTH 66 DEGREES 47 MINUTES 42 SECONDS WEST 66.37 FEET TO THE SOUTHEAST CORNER OF LOT 32 IN SAID CALEDONIA SUBDIVISION-PHASE 1 ; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST ALONG THE SOUTH LINE OF SAID LOT 32 A DISTANCE OF I ST68 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 00 DEGREES 23 MINUTES 42 SECONDS WEST ALONG THE WEST LINE LOTS 21 THROUGH 32 IN SAID CALEDONIA SUBDIVISION-PHASE 1, AND THE NORTHERLY EXTENSION THEREOF 935.58 FEET TO A POINT ON THE NORTH LINE OF CALEDONIA DRIVE DEDICATED MARCH 16, 2006 AS DOCUMENT NUMBER 2060007979; THENCE NORTH 89 DEGREES 36 MINUTES 18 SECONDS EAST ALONG SAID NORTH LINE 165.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 20; THENCE NORTH 00 DEGREES 23 MINUTES 42 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 20 A DISTANCE OF 146. 14 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. i _ Telepbone(630) 96 6-1000 Telempier(630) 966-1005 March 12, 2007 Hand Delivered Joe Wywrot Yorkville City Engineer United City of Yorkville 800 Game Farm Rd. Yorkville, IL 60560 Re: Caledonia Subdivision Phase II Landscaping Letter of Credit No. 309000356 i Dear Joe: This letter is to confirm that we agree that the Lob B landscaping will be included in the Phase II r Letter of Credit for the Caledonia Subdivision. When the time comes for a reduction in the remaining Letter of Credit amount, the amount of reduction will be reduced by the amount of - remaining work to be done for landscaping on Lot B in accordance with the City approved estimate of cost. If you need any further information, please contact me. Yours truly, Richard M Guerard RMG/jmh Eno. cc: Laura Haake, City Park Designer,United City of Yorkville i i C 605 LINDSAY CIRCLE, NORTH AURORAh IL 60542 W W W.W YDP.COM Old Second Old Second National Bank March 9, 2007 Mayor and Aldermen City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Caledonia Subdivision Phase II Irrevocable Letter of Credit No. 309000356 For Account of Wyndham Deerpoint Homes Amount: $ 82,027.00 Gentlemen: Old Second National Bank ("Bank"), by Frederick F. Sinkovits, Sr. Vice President, its duly authorized agent, hereby establishes and issues this Irrevocable Letter of Credit ("Letter of �. Credit") in favor of the City of Yorkville ("City") in the amount of $ 82,027.00, which represents 110% of the cost of the improvements described herein. Such Letter of Credit is available to be drawn upon by the City upon presentation to this Bank of your demand for payment accompanied by a copy of this Letter of Credit. This Letter of Credit is issued for the purpose of securing and paying for the installation of the following public improvements in the aforesaid subdivision per the cost estimate prepared by Gary R. Weber dated 02/08/07: Phase H Shade Trees $74,570,00 Contingency 10% $ 7,457.00 Total $82,027,00 The development is legally described as follows: Attached as Exhibit A Said public improvements shall be constructed by Wyndham Deerpoint Homes, ("our Customer" and "Owner"), in accordance with the plans, specifications and cost estimates. 37 S.River St.,Aurora,IL 60506,630-892-0202 • 555 Redwood Dr.,Aurora,IL 60506,630-844-3555 • 1350 N.Farnsworth Ave,Aurora,IL 60505,630.851.7700 1230 N.Orchard Road,Aurora,IL 60506,630-966-1300 • 4080 Fox Valley Ctr.Dr.,Aurora,IL 60504-4109,630-499-4330 200 W.John 5t.,North Aurora,IL 60542-1685,630-859-3400 • 1991 W.Wilson 5t.,Batavia, IL 60510,630406-1000 • 23 S.Fourth St.,Geneva,IL 60134,630-208-0210 8015.Kirk Road Sr Charles,IL 60174,630-762-3840 • BBB N.LaFox Street,South Elgin,IL 60177,847-760-6008 • 1200 Douglas Rd,Oswego,IL 60543-8956,630-551-1200 Route 47 ® Cross St,Sugar Grove, IL 60554,630.466-4841 • 5024 Ace Ln.,Naperville, IL 60564-8171,630.527-6490 www.o2bancorp.com 3101 E.Ogden Ave.,Lisle, IL 60532-1678,630-305-4644 • 2761 Black Road,Joliet,IL 60435,615-744.2221 Member FDIC l7 i Wyndham Deerpoint Homes Letter of Credit No. 309000356 Page 2 The Bank agrees that this Letter of Credit shall remain in full force and effect and pertain to any and all amendments or modifications which may be made from time to time to the plans, specifications and cost estimated for said modifications. This Letter of Credit shall expire on February 14, 2009 provided, however, the Bank notifies the City Clerk by certified mail, return receipt requested, or by overnight courier, at least ninety (90) days prior to said expiration date, that this Letter of Credit is about to expire. In no event shall this Letter of Credit or the obligations contained herein expire except upon said prior written notice, it being expressly agreed by the Bank that the above expiration date shall be extended as required to comply with this notice provision, This Letter of Credit shall remain in effect until February 14, 2009, without regard to any default in payment of money owed to the Bank by our Customer and without regard to other claims which the Bank may have against our Customer, and in no event shall terminate without notice as specified above. This Letter of Credit may be renewed by the Bank or our Customer prior to the above expiration date by submitting an Amendment to this Letter of Credit or a new Letter of Credit to the same form and substance as this Letter of Credit to the City Clerk in an amount equal to 110% of the estimated cost to complete and pay for the above described improvements. The following shall entitle the City to make demand on this Letter of Credit: 1 . that said Letter of Credit will expire within thirty (30) days and has not been renewed; or 2. that the aforesaid improvements have not been completed by the Owner at least thirty (30) days prior to the aforesaid expiration date; or 3. that the Owner has failed to complete or carry on the work of the installation and construction of the required improvements in accordance with the schedule, or at a faster pace if the installation of the private improvements shall be completed before public improvements to service them are available; or 4. that the City has determined that the Owner has demonstrated that they will be unable to complete the improvement; or S. that the City has determined that the public improvements or other improvements covered by this Letter of Credit have been or are likely to be the subject of liens or other claims by contractors, subcontractors or third parties; or Wyndham Deerpoint Homes Letter of Credit No. 309000356 Page 3 6. that if more funds are disbursed at this time on order of the Owner insufficient funds will remain irrevocably committed to guarantee the completion of all improvements, and such certification indicates that the Owner has been notified that the municipality finds that a breach of the Owner's obligations has occurred and has not been cured within a period of thirty (30) days. The Bank's obligation to the City is based solely on the terms and conditions of this Letter of Credit between the Bank and the City and is not subject to instructions from our Customer. It is recognized that the City has directed our Customer to proceed with the construction of public improvements upon the guarantee of this Letter of Credit. It is further acknowledged that the consideration for this Letter of Credit is provided by agreements between this Bank and our Customer. This Letter of Credit sets forth in full the terms of this undertaking between the Bank and the City, and such undertaking shall not in any way be modified, amended, amplified, nor shall it be limited by reference to any documents, instrument or agreement referred to herein, and any such reference shall not be deemed to incorporate herein by reference any document, instrument or j agreement. Demands on this Letter of Credit shall be made by presenting the Bank, directed to the attention Loan Servicing, 37 S. River St., Aurora, IL 60507, with a letter from the City Clerk demanding payment accompanied by the certificate of the City Clerk certifying the basis for the default and demand on this Letter of Credit. In respect to the written certification above, the Bank is authorized to accept the certification as binding and correct without investigation or responsibility for the accuracy, veracity, correctness or validity of the same or any part thereof. The Bank agrees that this Letter of Credit shall not be reduced or discharged except upon receipt of a certificate of the City Clerk certifying that this Letter of Credit may be reduced. The outstanding balance of this Letter of Credit shall be the face amount of this Letter of Credit less any amount which is discharged upon certificate of the City Clerk; Provided however, the outstanding balance of this Letter of Credit shall not be reduced to less than 15% of the approved cost estimate upon which this Letter of Credit is based until the City Council accepts the aforementioned improvements and a certificate of the City Clerk certifying that the Letter of Credit has been released by the City Council of the City. Wyndham Deerpoint Homes Letter of Credit No. 309000356 . ICI Page 4 All acts, requirements and other preconditions for the issuance of this Letter of Credit have been completed. The Bank further agrees and engages that it will be responsible and liable for attorney fees and court costs which may be incurred by the City in enforcing collection of this Letter of Credit in accordance with its terms. The Bank hereby engages with the City that all demands for payment in conformity with the terns of this Letter of Credit will be duly honored on presentation to us prior to expiration of this Letter of Credit. This Letter of Credit is subject to the Uniform Customs and Practice for Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500. Old Second National Bank Frederick F. Sinkovits ( Sr. Vice President I II I I • i I EXHIBIT A Pin No.: 02-17-100-013; 02-17-201-009 THAT PART OF THE NORTH HALF OF SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 20 IN CALEDONIA SUBDIVISION - 13132 PHASE 1 , BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MARCH 16, 2006 AS DOCUMENT NUMBER 2060007979, SAID POINT BEING A POINT ON THE NORTH LINE OF SOUTH 3.33 CHAINS OF THE EAST 10 CHAINS OF THE NORTHEAST QUARTER OF NORTHWEST QUARTER OF SAID SECTION 17; THENCE SOUTH 88 DEGREES 17 MINUTES 09 SECONDS WEST ALONG THE LAST DESCRIBED LINE 504.61 FEET TO THE WEST LINE OF SAID SOUTH 3.33 CHAINS OF THE EAST 10 CHAINS; THENCE SOUTH 00 DEGREES 20 MINUTES 22 SECONDS EAST ALONG THE LAST DESCRIBED WEST LINE 217.87 FEET TO THE SOUTHWEST CORNER OF SAID 3.33 CHAINS OF THE EAST 10 CHAINS OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE SOUTH 88 DEGREES 17 MINUTES 08 SECONDS WEST ALONG THE NORTH LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17 A DISTANCE OF 6,20 FEET TO THE NORTHWEST CORNER OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE SOUTH 00 DEGREES 24 MINUTES 20 SECONDS EAST ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17 A DISTANCE OF 1323.91 FEET TO THE SOUTHWEST CORNER OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE NORTH 88 DEGREES 19 MINUTES 04 SECONDS EAST ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 17 A DISTANCE OF 299.99 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 71 DEGREES 38 MINUTES 54 SECONDS EAST 286.85 FEET, HAVING A RADIUS OF 500.00 FEET, AND ARC DISTANCE OF 290.94 FEET TO A POINT OF TANGENCY; THENCE NORTH 54 DEGREES 58 MINUTES 44 SECONDS EAST 106.33 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF NORTH 71 DEGREES 39 MINUTES 15 SECONDS EAST 286.94 FEET, HAVING A RADIUS OF 500.00 FEET, AND ARC DISTANCE OF 219.04 FEET TO A POINT OF TANGENCY; THENCE NORTH 88 DEGREES 19 MINUTES 46 SECONDS EAST, 297. 11 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT, HAVING A CHORD BEARING OF SOUTH 82 DEGREES 33 MINUTES 19 SECONDS EAST 158.42 FEET, HAVING A RADIUS OF 500.00 FEET, AN ARC DISTANCE OF 159.09 FEET TO A POINT ON THE WEST LINE OF YORKVILLE BUSINESS CENTER SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 10, 2000 AS DOCUMENT NUMBER 200000013808; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST ALONG THE LAST DESCRIBED LINE 82.96 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE SOUTHEASTERLY ALONG THE NORTH LINE OF SAID YORKVILLE BUSINESS CENTER SUBDIVISION, BEING A CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 72 DEGREES 54 MINUTES 47 SECONDS EAST 57.95 FEET, HAVING A RADIUS OF 580.00 FEET, AN ARC DISTANCE OF 57.97 FEET TO A POINT OF TANGENCY; THENCE SOUTH 70 DEGREES 02 MINUTES 13 SECONDS EAST, ALONG SAID NORTH LINE 195.40 FEET TO THE SOUTHWEST CORNER OF LOT 5 IN YORKVILLE BUSINESS CENTER UNIT 2, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 13, 2000 AS DOCUMENT NUMBER 200000012408; THENCE NORTH 00 DEGREES 12 MINUTES 00 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 5 AND THE NORTHERLY EXTENSION THEREOF 667.04 TO A POINT ON THE WESTERLY EXTENSION OF THE NORTH LINE OF YORKVILLE BUSINESS CENTER UNIT 3, ACCORDING TO THE PLAT THEREOF RECORDED MAY 21 , 2001 AS DOCUMENT NUMBER 20010008620 (ALSO BEING THE SOUTH LINE EXTENDED WESTERLY OF FISHER'S SUBDIVISION); THENCE SOUTH 88 DEGREES 40 MINUTES 19 SECONDS WEST ALONG THE LAST DESCRIBED LINE, 90.47 FEET; . i i THENCE SOUTH 81 DEGREES 04 MINUTES 01 SECONDS WEST 44.80 FEET; THENCE NORTH 27 DEGREES 42 MINUTES 32 SECONDS WEST 122.31 FEET; THENCE NORTH 29 DEGREES 44 MINUTES 13 SECONDS WEST 66.55 FEET; THENCE SOUTH 52 DEGREES 61 MINUTES 46 SECONDS WEST 126.31 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF NORTH 85 DEGREES 46 MINUTES 29 SECONDS WEST 33.04 FEET, HAVING A RADIUS OF 25.00 FEET, AND ARC DISTANCE OF 36. 10 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 49 DEGREES 02 MINUTES 65 SECONDS WEST 70.00 FEET, HAVING A RADIUS OF 433.00 FEET, AND ARC DISTANCE OF 70.07 FEET TO A POINT OF TANGENCY; THENCE NORTH 53 DEGREES 41 MINUTES 05 SECONDS WEST 132.97 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 53 DEGREES 59 MINUTES 49 SECONDS WEST 236.07 FEET, HAVING A RADIUS OF 287.00 FEET, AN ARC DISTANCE OF 243.29 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF NORTH 55 DEGREES 35 MINUTES 23 SECONDS WEST 36.05 FEET, HAVING A RADIUS OF 25.00 FEET, AN ARC DISTANCE OF 40.26 FEET TO A POINT ON THE EAST LINE OF LONGVIEW DRIVE, DEDICATED MARCH 16, 2006 AS DOCUMENT NUMBER 2060007979; THENCE SOUTH 03 DEGREES 22 MINUTES 13 SECONDS EAST ALONG THE LAST DESCRIBED LINE, NON-TANGENT TO THE PREVIOUSLY DESCRIBED COURSE, 112.90 FEET; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST ALONG THE LAST DESCRIBED LINE 119.42 FEET TO THE NORTHWEST CORNER OF LOT 61 IN SAID CALEDONIA SUBDIVISION- PHASE 1 ; THENCE NORTH 89 DEGREES 36 MINUTES 17 SECONDS EAST ALONG THE NORTH LINE OF LOTS 61 THROUGH 57 IN SAID CALEDONIA SUBDIVISION-PHASE 1 AND THE EASTERLY EXTENSION THEREOF 13/32, 489.42 FEET TO A POINT ON A NON-TANGENT CURVE, SAID CURVE BEING THE EASTERLY LINE OF WHEATON AVENUE DEDICATED MARCH 16, 2006 AS DOCUMENT NUMBER 2060007979; THENCE SOUTHERLY 77.99 FEET ALONG THE LAST DESCRIBED EASTERLY LINE, BEING A CURVE TO THE RIGHT, HAVING A RADIUS OF 433.00 FEET AND WHOSE CHORD BEARS SOUTH 05 DEGREE 33 MINUTES 19 SECONDS EAST 77.89 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST ALONG THE LAST DESCRIBED EASTERLY LINE 347.43 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST ALONG THE SOUTH LINE OF LOTS 52 THROUGH 56 AND THE EASTERLY EXTENSION THEREOF 496.42 FEET TO A POINT ON THE EASTERLY LINE OF SAID LONGVIEW DRIVE; THENCE SOUTH 00 DEGREES 23 MINUTES 42 SECONDS EAST 246.00 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST ALONG THE SOUTHERLY LINE OF SHADOW WOOD DRIVE, DEDICATED MARCH 16, 2006 AS DOCUMENT NUMBER 2060007979 A DISTANCE OF 173.38 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID SOUTHERLY LINE 164.56 FEET BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 142.00 FEET AND WHOSE CHORD BEARS SOUTH 56 DEGREES 24 MINUTES 18 SECONDS WEST 155.50 FEET; THENCE NORTH 66 DEGREES 47 MINUTES 42 SECONDS WEST 66.37 FEET TO THE SOUTHEAST CORNER OF LOT 32 IN SAID CALEDONIA SUBDIVISION-PHASE 1 ; THENCE SOUTH 89 DEGREES 36 MINUTES 18 SECONDS WEST ALONG THE SOUTH LINE OF SAID LOT 32 A DISTANCE OF 187.68 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 00 DEGREES 23 MINUTES 42 SECONDS WEST ALONG THE WEST LINE LOTS 21 THROUGH 32 IN SAID CALEDONIA SUBDIVISION-PHASE 1 , AND THE NORTHERLY EXTENSION THEREOF 935.58 FEET TO A POINT ON THE NORTH LINE OF CALEDONIA DRIVE DEDICATED MARCH 162 2006 AS DOCUMENT NUMBER 2060007979; THENCE NORTH 89 DEGREES 36 MINUTES 18 SECONDS EAST ALONG SAID NORTH LINE 165.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 20; THENCE NORTH 00 DEGREES 23 MINUTES 42 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 20 A DISTANCE OF 146. 14 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. Old Second Right sized banking. j I May 25, 2010 AMENDMENT NO. 1 TO IRREVOCABLE LETTER OF CREDIT NO. 309000356 i Mayor and Aldermen United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Caledonia Subdivision — Phase II Landscaping Gentlemen: i Please be advised that Wyndham Deerpoint Homes has sold the property associated with the - above referenced Letter of Credit to Ziemia, LLC. At the request of Wyndham Deerpoint Homes and Ziemia, LLC and per your acceptance below (signed copy of this Amendment to be returned to the Bank), Old Second National Bank hereby amends this Letter of Credit as follows: Wyndham Deerpoint Homes, further identified as "our Customer" and "Owner" throughout the original Letter of Credit, is hereby changed to Ziemia, LLC. The amount of this Letter of Credit remains at $69,866.50. All other terms and conditions remain the same. Sincerely, Dana Hopp 1" Vice President Old Second National Bank 37 S. River St. Aurora, IL 60506 (630) 906-5509 www.oldsecondcom Old Second National Bank Member FDIC WNW Letter of Credit No. 309000356 Page Two ACCEPTANCE: The above changes are hereby acknowledged and agreed to. United City of Yorkville (Signature) (Name and Title) i I