The URL can be used to link to this page

Public Works Packet 2013 07-16-13 Co.o United City of Yorkville '" 800 Game Farm Road EST. _ 1835 Yorkville, Illinois 60560 -4 Telephone: 630-553-4350 O L Fax: 630-553-7575 �C E AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, July 16, 2013 6:00 p.m. City Hall Conference Room Citizen Comments: Minutes for Correction/Approval: June 18, 2013 New Business: 1. PW 2013-32 River Road Bridge Authorization of Contract Changes Nos. 1 A, 6B, 8 and 9 2. PW 2013-33 Cannonball Trail LAFO Engineering Agreement and Budget Amendment 3. PW 2013-34 FY 15 Roadway Program 4. PW 2013-35 Bristol Avenue Water Main Contract Award Old Business: 1. PW 2013-26 Prairie Gardens Unit 4 Letter of Credit 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 Muse,Bart Olson "Sidewalk improvement maintenance program" 8.5 Eric Dhuse UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, July 16, 2013 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. June 18, 2013 ❑ Approved ❑ As presented ❑ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2013-32 River Road Bridge Authorization of Contract Changes Nos. IA, 6B, 8 and 9 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2013-33 Cannonball Trail LAFO Engineering Agreement and Budget Amendment ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2013-34 FYI Roadway Program Update ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2013-35 Bristol Avenue Water Main Contract Award ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2013-26 Prairie Gardens Unit 4 Letter of Credit ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 0 CIP Reviewed By: Agenda Item Number d J $ •n Legal ❑❑ Minutes Finance ESL -� 1836 Engineer ❑ -_� City Administrator El Tracking Number .4 City y Human Resources E]� wn sw �© Community Development ❑ Police ❑ Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: Minutes of the Public Works Committee—June 18, 2013 Meeting and Date: Public Works—July 16, 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: DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday,June 18, 2013, 6:OOpm Yorkville City Hall, Conference Room 800 Game Farm Road In Attendance: Committee Members Chairman Diane Teeling Alderman Jackie Milschewski Alderman Larry Kot Alderman Ken Koch Other City Officials City Administrator Bart Olson Alderman Carlo Colosimo Community Development Director Krysti Barksdale-Noble Public Works Director Eric Dhuse Engineer Brad Sanderson Administrative Intern Jeff Weckbach Other Guests: None The meeting was called to order at 6pm by Chairman Diane Teeling. Citizen Comments: None Previous Meeting Minutes May 21, 2013 Alderman Kot said under Additional Business, 2nd paragraph, the sentence should state that he asked for electronics drop-off on a quarterly basis. Alderman Koch asked that the name Dezo be changed to Delo in the Windett Ridge agenda item. New Business 1. PW 2013-25 Water Department Reports for March &April 2013 Mr. Dhuse said these are the standard reports and noted that the water use was down from last year and not as many hydrants had been flushed in April. 2. PW 2013-26 Prairie Gardens— Un it 4 —Letter of Credit Ms. Noble said this item is part of a continuing effort to follow up on the outstanding letters of credit. This letter is for the executive center, subdivided in 2005. Ms. Noble and Mr. Sanderson would like to call the letter of credit for$165,000 after repeated attempts to contact the developer. The letter is with the State Bank of Illinois,but it is unknown if the bank is still solvent. The City Attorney will be consulted if there is a problem. This item will go to the June 25th Council consent agenda. Page 1 of 4 3. PW 2013-27 Sunflower Estates HOA SSA 4. PW 2013-28 Fox Hill HOA SSA These 2 items were discussed together. Mr. Olson said he is asking the Council to reconfirm the budgeting planned for the next few years. The first step is to file the tax levy ordinance in December and when approved,the work would go out for bids. The work to be done is sealcoating for Fox Hill and the naturalization of the Sunflower detention basins,both to be done next year. Notices to the residents regarding the impending dues increase must be sent. Sunflower residents will also be asked if the ponds should be naturalized which is easier to maintain as opposed to dredging. Bart would recommend sending a letter to Fox Hill residents asking them to attend a Public Works meeting. The Sunflower issue is more complex and a meeting should be set up for August or September with the Sunflower residents. In a later suggestion, Mr. Olson said a townhall meeting should be held for Fox Hill residents prior to the Sunflower meeting on the same night. Alderman Teeling suggested the drainage issue should also be considered during this meeting. Alderman Kot asked if the increased dues from $64 to approximately$228 for Sunflower would remain at the higher amount or decrease when the project is done. The City Council would set the tax levy each year according to Bart Olson. When discussed during the original budgeting process, there was no resident feedback. Alderman Koch said the residents may also be unaware of the situation. Ms. Milschewski asked how the naturalization prevents mosquitoes. The water would flow in and drain out after a rain—resulting in no standing water. The bio-diversity of the plants would also increase insects that feed on mosquitoes, resulting in a natural eco-system. The basins would be dry with some maintenance required to keep trees out. These 2 items will move forward to the Council consent agenda. Old Business out of order) 1. PW 2013-22 Sunflower Estates Drainage This item was moved up on the agenda following the previous discussion about Sunflower. Alderman Colosimo stated he and Alderman Koch have talked and feel that the City should repair the drainage without assessing the residents just because an SSA is in place. He said other problems in the City have been fixed and the cost is absorbed by the City through taxes. Mr. Colosimo questioned why the drainage problem exists and if it could actually be a City issue. He said this is a Public Works project like any other project. Mr. Olson replied that the drainage was constructed in compliance with the standards in place at the time, which according to Mr. Sanderson, were 10 years with the current standard now being 100 years. Ms. Teeling asked if Sunflower would be responsible for repairs if they still had their HOA and it had not been taken over by the City. Mr. Olson said the only reason it is being suggested the SSA should fix the issue is because it is legal and if a higher standard were in place at that time, the residents would have paid for the upgrade over time. Alderman Koch added that much of the commercial was not in place at the time the pond was built and there is now more blacktop which affects the runoff. Ms. Milschewski added that a previous hydrologic report showed the water also comes from as far as Legion Road. Mr. Colosimo added that water comes from the Walgreens area as well. Page 2 of 4 Alderman Kot commented that he agrees with Alderman Colosimo that the burden should not be placed on the SSA. He said the City should find the funding to fix the drainage problem especially since the City will be asking the residents to pay for a problem that is affecting only part of the residents there. Alderman Teeling also agreed and said if there were a problem with the sewers in the older part of town, the City would pay for those repairs. Mr. Olson said deficit spending is one option and he also noted that other areas of town have similar problems that have not been remedied. Ms. Milschewski said residents on Van Emmon have also had flooding issues in the past from runoff. Ms. Teeling questioned how likely it would be to have other subdivisions come forward with similar problems. There are currently problems on Van Emmon, State St., Morgan and Orange. Ms. Milschewski said the problem needs to be fixed. Ms. Teeling and Ms. Milschewski both commented the City cannot continue to deficit spend and must be conscious how the money is spent such as building a skate park. Commenting on the deficit spending,Alderman Kot said he does not think it is wise and would prefer to do a 6-month budget review to see if there is extra money from sales tax that could be earmarked. Implementing stormwater utilities is another option according to Mr. Olson. In that option, property taxes are decreased in conjunction with what is being spent on these improvements. A utility fee is then also added to churches, hospitals and other businesses with large parking lots, asking them to contribute. Alderman Colosimo agreed with a 6-month budget review, but also said the money should be taken from the general fund reserve, repaying tax dollars as the taxes come in. This would require a budget amendment according to Mr. Olson. The budget impact of$130,000 for the repairs was also discussed and it was noted that there is already a deficit in the budget for 2014. City liability was addressed by Mr. Olson and he said the City is not liable unless there is neglect in maintenance. Mr. Sanderson also discussed the drainage under Rt. 71. Alderman Koch said that cornstalks blocked the storm sewer during the recent downpour and with the help of another resident, they managed to unblock the area. Public Works Director Dhuse made some suggestions for a partial remedy. If the fence was removed, the cornstalks would not catch and block the water. The landowner could also be asked to create a bio-swale for better drainage. Mr. Dhuse will speak with the farmer and inquire about leasing 1 acre for a grass buffer to slow down the water and catch the stalks. He said the cost could be as low as $500 for an acre. Mr. Olson said this action would require Council approval. City Administrator Olson said both remedies need to done and Alderman Kot noted that at least it sends a message that the City is trying to help. Mr. Olson asked if the cost could be split among the Sunflower residents. Alderman Colosimo objected to this saying the City should pay and that a small group cannot be required to pay for this. Both Aldermen Kot and Colosimo asked if any project was under budget where the excess could be used for this repair. Alderman Milschewski inquired if the project can be bid prior to actual approval. This can be done and would only cost for preliminary work. The committee was in favor of this idea. Mr. Olson added that by early October the staff should have a firmer handle on the budget figures and he added that projects can be eliminated. The next step if the project will be bid, is to proceed with an RFP which will need Council approval. Alderman Koch also asked that when the letters are sent to the residents, that a comparison of costs in other subdivisions be provided. Page 3 of 4 Ms. Milschewski asked when the theatre would be opening. It will open in November, however, Mr. Olson said for the first 4-5 years the taxes would go back to the developer. Colosimo said that the theatre will help generate other taxes when people frequent restaurants, shopping, etc. Alderman Kot posed a hypothetical question as to what would occur if most of the residents are opposed to the increase and no action is taken. Mr. Olson said eventually the silt will completely fill the pond and flooding could occur with the City then being liable. Back to New Business........ S. PW 2013-29 Riverfront Park OSLAD Project Agreement Mr. Olson said this is the formal grant agreement for Riverfront Park. Once this is initiated, the City has 2-3 years to begin the project. All the money in the project is staff hours or State money and the City will be reimbursed. Completion date is 2014 or 2015. This will move to the Council consent agenda. 6 PW 2013-30 TAP Grant In tergovernm en tal Agreem en t This is a county-administered process requiring an intergovernmental agreement. The amount each year is $5,000 and the City needs to reapply each year. 7. PW 2013-31 Route 47 Parking Lot Contract Award Three bids were received on June 10th with D Construction submitting the lowest.A couple change orders are anticipated and there are some questionable soils which could be naturally-occurring substances. This moves to consent agenda. Additional Business: 1. Alderman Kot asked if progress had been made on gathering numbers regarding State Street and the flooding that occurs there. Many of the older neighborhoods do not have storm sewers, he said. He would like this to remain under Old Business and believes the project needs to be done. Mr. Dhuse estimated the cost to fix would be about $50,000. 2. Alderman Milschewski asked about the usage of left turn lights at Fox and Van Emmon. Van Emmon does not have the turn lane when work is being done during the day according to Mr. Dhuse. She also said the flooding by the tracks was an issue. That has now been fixed. 3. Alderman Colosimo asked about the road patch on Rt. 47 by Parfection Park. It was repaired on this date. 4. Ms. Teeling said sidewalk grinding had been done to level them and it was very well done. There was no further business and the meeting was adjourned at 7:13pm. Minute respectfully submitted by Marlys Young Page 4 of 4 ,SAD Co. Reviewed By: Agenda Item Number i d40 Legal ❑ NB #1 Finance ❑ EST. 1836 Engineer ■ - City Administrator ■ Tracking Number "- Human Resources ❑ "$ �© Community Development ❑❑ PW 2013-32 Police ALE �► � Public Works ■ Parks and Recreation ❑ Agenda Item Summary Memo Title: River Road Bridge Meeting and Date: PW Committee—July 16, 2013 Synopsis: Authorization Approval Consideration Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: C/�3- F F �, Memorandum To: Bart Olson, City Administrator esr. _ �sss From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: July 1, 2013 Subject: River Road Bridge—Authorizations IA, 613, 8, and 9 The purpose of this memo is to present Authorizations IA, 613, 8, and 9 for the above referenced project. An authorization, as defined by IDOT, is the written approval of a contract change and the written directive to the contractor to perform said work. By this definition, it alters the contract work from that awarded under the competitive bidding process. An Authorization of Contract Changes signed by the Regional Engineer signifies completed review of and support for the change proposed. Background: Kendall County served as the lead agency during the design of the project and the City is taking the lead during construction. The State of Illinois and "D" Construction, Inc. entered into an agreement for a contract value of $1,463,662.55 for the above referenced project. Construction began on November 20, 2012 and will be completed in July 2013. The construction costs are being funded by 80 percent Federal participation and 20 percent local funds. The maximum federal participation amount is $1,742,000.00, inclusive of all change orders (authorizations) associated with this contract. Questions Presented: Should the City approve Authorizations No. 1A, 613, 8, and 9 the amount of$33,018.86? Discussion: Authorization No. 1A is for additional effort to remove buried obstructions to drilling shafts for installation of new H-piles for construction of the new west abutment. Authorization No. lA adds to previously completed work on the original approved Authorization No. 1. Authorization I completes invoicing for work undergone in Authorization 1. Authorization I has a value of $3,065.74. Authorization No. 6B is for additional labor costs due to differing site conditions associated with the existing dam. A second flood event deteriorated the integrity of the existing west abutment which was being utilized as part of the coffer dam system for construction of the new west abutment. In order to stop flood waters, the contractor added sandbags and riprap near the junction of the dam and the existing west abutment. Additionally PCC seal coats and a PCC mud sill were added to keep the excavation for the new west abutment dry. Authorization No. 6B adds to previously completed work on the original approved Authorization No. 6 and 6A used on a previous flood event. Authorization No. 6B has a value of$19,588.77. Authorization No. 8 is for additional effort to relocate material stockpiles. Access to the neighboring IDNR contract was confined to the northwest corner of the River Road bridge approach. Coordination between the two contracts required relocation of material stockpiles in that location to facilitate IDNR project completion prior to the Army Corps permit deadline and to provide continuous construction progress on the bridge contract. Waste material could not be removed from the site because access to dump sites was not possible due to wet, winter weather conditions. Authorization No. 8 has a value of$7,493.89. Authorization No. 9 is for additional effort required to splice H-piles for the west abutment. Bedrock elevation differred from elevations shown on the soil boring, requiring longer H-pile length for some west abutment piles. Authorization No. 9 has a value of$2,870.46. The net change to date for the authorizations (inclusive of IA, 613, 8, and 9) is $83,852.92 which is a 5.73% increase to the original contract value, which reflects a new revised contract value to date of $1,547,515.47. As such, the City's responsibility for the contract additions is the 20% share, or $16,770.58. We have attached IDOT form BC-22 for Authorizations No. 1A, 613, 8, and 9 for your information. All authorizations have a pre-approval from the IDOT District 3 Local Agency Bureau of Construction Engineer. We are recommending approval of the Authorizations. Action Required: Consideration of approval from the City Council for Authorizations IA, 613, 8, and 9. Illinois Department Authorization No. 1 A Authorization of of Transportation Sheet 1 of 1 Contract Changes Date: 07/01/2013 Contract Adjustment ' FHWA-Exempt County: Kendall L! Change Order JI Non-Exempt Section: 08-00036-00-BR Consultant ul Major Change Route F.A.U.3799(River Road) �% Minor Change District: 03 InHouse _ Contract: 87509 Job No.: C9303812 Consultant's Name: Engineering Enterprises, Inc Project No.: BRM-9003(883) Contractor: D Construction, Inc Address: 1488 South Broadway Coal City IL 60416- The following change from the plans in the construction of the above designated section of highway improvement is authorized and directed.The estimated quantities are shown below at the awarded contract prices except as indicated.The first addition of an item not in the original contract under the fund type or county is indicated by an asterisk. Item No. * Cat Pay Item junit Quantityl Unit Pricel A/D Addition Deduction FA ID: LICEU01 CCS Code 093001 FRC00100 33 OBSTRUCTION MITIGATION l DOLLAR — 3,065.740 1.0000 A $3,065.74 $0.00 Amount of Original Contract: $1,463,662.55 Totals: $3,065.74 $0.00 Net Change To Date $53,899.80 Percent Change: 3.68% Net Change: 3,065.74 Project Location: THE STATE OF ILLINOIS By the Department of Transportation Description This authorization compensates additional work required and Reason: to removed buried obstructions behind the existing west — abutment so that drilled shafts could be completed for Ann L.Schneider,Secretary Date construction of the new west abutment. Determination: (G3)The undersigned determine that the change is Matthew R. Hughes, Director of F&A Date germane to the original contract as signed,because the change represents an adjustment required by the contract,based on unpredictable developments in the work. Michael A. Forti,Chief Counsel Date I Date Deputy Director Division of Highways Regional Engineer Supervisor: Herb Jung - Supervisor Date Date Engineer of Construction Resident: Bart Olson Date Director of Highways Chief Engineer Resident Date FHWA Acceptable to Proceed: Yes i No FHWA Participation: Yes -- No FHWA Representative Date Print Date: 07/01/2013 BC 22 (Rev. 01/13) Illinois Department Authorization No. 6 B Authorization of of Transportation Sheet 1 of 1 Contract Changes F_ Date: 07/01/2013 0 Contract Adjustment HF WA-Exempt County: Kendall LI Change Order Non-Exempt Section: 08-00036-00-BR Major Change Route F.A.U.3799(River Road) ,✓I Consultant Minor Change District: 03 J InHouse Contract: 87509 Job No.: C9303812 Consultant's Name: Engineering Enterprises, Inc Project No.: BRM-9003(883) Contractor: D Construction, Inc Address: 1488 South Broadway Coal City IL 60416- The following change from the plans in the construction of the above designated section of highway improvement is authorized and directed.The estimated quantities are shown below at the awarded contract prices except as indicated.The first addition of an item not in the original contract under the fund type or county is indicated by an asterisk. Item No. JCat JPay Item JUnit Quantityl Unit Price AID Addition Deduction FA ID: L10EU01 CCIIS Code 093001 FRC0060 333 COFFER DAM WATER MITIG DOLLAR I — 19,588.770 1.0000 A $19,588.77 $0.00 ", Amount of Original Contract: $1,463,662.55 Totals: $19,588.77 $0.00 Net Change To Date $73,488.57 Percent Change: 5.02% Net Change: 19,588.77 Project Location: THE STATE OF ILLINOIS By the Department of Transportation Description This authorization covers labor and material costs and Reason: undergone by D Construction due to flood waters degrading the integrity of the existing west abutment Ann L.Schneider,Secretary Date being utilized as a coffer dam. D placed sandbags and poured PCC seal coats and a mud sill to stop incoming Determination: (G3)The undersigned determine that the change is Matthew R. Hughes, Director of F&A Date germane to the original contract as signed, because the change represents an adjustment required by the contract,based on unpredictable developments in the work. Michael A. Forti,Chief Counsel Date I Date Deputy Director Division of Highways Regional Engineer Supervisor: Herb Jung Supervisor Date Date Engineer of Construction Resident: Bart Olson Date Director of Highways Chief Engineer Rgzldent pate FHWA Acceptable to Proceed: Yes No FHWA Participation: __I yes No FHWA Representative Date Print Date: 07/01/2013 BC 22 (Rev. 01/13) Illinois Department Authorization No. 8 Authorization of of Transportation Sheet 1 of 1 Contract Changes Date: 07/01/2013 V! Contract Adjustment FHWA-Exempt County: Kendall Change Order ; Non-Exempt Section: 08-00036-00-BR El Major Change Route F.A.U.3799(River Road) Consultant District: a Minor Chan 03 IoHouse g ,. Contract: 87509 Job No.: C9303812 Consultant's Name: Engineering Enterprises, Inc Project No.: BRM-9003(883) Contractor: D Construction, Inc Address: 1488 South Broadway Coal City IL 60416- The following change from the plans in the construction of the above designated section of highway improvement is authorized and directed.The estimated quantities are shown below at the awarded contract prices except as indicated.The first addition of an item not in the original contract under the fund type or county is indicated by an asterisk. Item No. I * -Cat JPay Item Unit Quantityl Unit Price.A/D Addition Deduction FA ID: LICEU01 CCS Code 093001 FRC00800 33 STOCKPILE RELOCATION DOLLAR 7,493.890 1.0000 A $7,493.8 $$0.00 Amount of Original Contract: $1,463,662.55 Totals: $7,493.89 $0.00 Net Change To Date $80,982.46 Percent Change: 5.53% Net Change: 7,493.89 Project Location: THE STATE OF ILLINOIS By the Department of Transportation Description This authorization is compensation for temporary and Reason: relocation of material stockpiles for coordination between neighboring IDNR and State contracts. Ann L.Schneider,Secretary Date Determination: (G2)The undersigned determine that the change is Matthew R. Hughes, Director of F&A Date germane to the original contract as signed,because work of this type was included in the original contract, and the additional efforts of this work are within the intent of the contract and Departmental policy Michael A. Forti,Chief Counsel Date Date Deputy Director Division of Highways Regional Engineer Supervisor: Herb Jung Supervisor Date Date Engineer of Construction Resident: Bart Olson Date Director of Highways Chief Engineer Resident Date FHWA Acceptable to Proceed: J yes 71 No FHWA Participation: yes No FHWA Representative Date Print Date: 07/01/2013 BC 22 (Rev. 01/13) Illinois Department Authorization No. 9 Authorization of of Transportation Sheet 1 of 1 Contract Changes Date: 07/01/2013 k Contract Adjustment ;Vj FHWA-Exempt County: Kendall El Change Order J Non-Exempt Section: 08-00036-00-BR EVI Consultant Major Change Route F.A.U.3799(River Road) U Minor Change District: 03 InHouse Contract: 87509 Job No.: C9303812 Consultant's Name: Engineering Enterprises, Inc Project No.: BRM-9003(883) Contractor: D Construction, Inc Address: 1488 South Broadway Coal City IL 60416- The following change from the plans in the construction of the above designated section of highway improvement is authorized and directed.The estimated quantities are shown below at the awarded contract prices except as indicated.The first addition of an item not in the original contract under the fund type or county is indicated by an asterisk. Item No. * Cat Pay Item Unit Quantityl Unit Price A/D I Additionj Deduction) FA. ID: L10EU01 CCS Code 093001k FRC00900 * 33 PILE SPLICING DOLLAR 2,870.460 II 1.0000 A $2,870.46 $0.00 Amount of Original Contract: $1,463,662.55 Totals: $2,870.46 $0.00 Net Change To Date $83,852.92 Percent Change: 5.73% Net Change: 2,870.46 Project Location: THE STATE OF ILLINOIS By the Department of Transportation Description This authorization is compensation for material and and Reason: labor involved in splicing H-piles in the west abutment. Bedrock elevation varied from that shown on the soil Ann L.Schneider,Secretary Date boring,requiring additional length for some west abutment piles. Determination: (G1)The undersigned determine that the change is Matthew R. Hughes, Director of F&A Date germane to the original contract as signed,because provision for this work is included in the original contract. Michael A. Forti,Chief Counsel Date Date Deputy Director Division of Highways Regional Engineer Supervisor: Herb Jung — Supervisor Date Date Engineer of Construction Resident: Bart Olson Date Director of Highways Chief Engineer Resident We FHWA Acceptable to Proceed: yes No FHWA Participation: yes ' No FHWA Representative Date Print Date: 07/01/2013 BC 22 (Rev. 01/13) `� I] CfTy Reviewed By: X06 Legal Agenda Item Number Finance NB #2 EST. -� __ti 1838 Engineer City Administrator : Human Resources ❑ Tracking Number Community Development ❑ PW 2013-33 Police Public Works Agenda Item Summary Memo Title: Cannonball LAFO Engineering Agreement and Budget Amendment Meeting and Date: Public Works—July 16, 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 of agreement and direction to proceed with budget amendment Submitted by: Bart Olson Administration Name Department Agenda Item Notes: Memorandum To: City Council EST. 183fi From: Bart Olson, City Administrator ' CC: Date: July 11, 2013 Subject: Cannonball LAFO engineering agreement and improvements LLE�% Summary Consideration to accelerate the Cannonball Trail LAFO-funded resurfacing project to FY 14 and FY 15. Backl4round The City applied for a Kane/Kendall Council of Mayors LAFO project grant(federal funds) a few years ago, and was fortunate enough to receive $300,000 for the resurfacing of Cannonball Trail between Amanda Lane and Blackberry Lane. The total cost of the resurfacing project is $435,000, which means the City is on the hook for$135,000 in total project funds. We have this project budgeted in the MFT fund in line-item 15-155-60-00-6089 for FY 16 and FY 17 (summer 2015 and 2016, respectively). Since this project is budgeted in the MFT fund, it's expenses have no tie to the cash-flow of the City's general fund or related capital funds. The condition of Cannonball Trail was not included in the City's analysis for the Road to Better Roads program because the project already has grant funded associated with it. We ran the numbers based on the condition of the roadway and determined that if we would have included it that it would have been recommended for Summer 2014 or Summer 2015. Further, the surface of the roadway is rapidly deteriorating. With the above information in hand, and based on complaints of the roadway condition from residents and an inquiry by Alderman Frieders, we contacted the Kane/Kendall Council of Mayors to see if they would allow us to accelerate the project from its current 2015/16 schedule. They indicated that it would be acceptable. In order to accelerate the project, we would need to approve an engineering agreement with EEI to manage the project and a budget amendment to allow expenditures related to the MFT agreement to be coded out of FY 14. No action would be required at this time by the City Council related to the budget and the construction of the improvements, as the improvements would be completed in FY 15. Since we have not yet formally approved a FY 15 budget, we would only need to include the construction costs in the FY 15 budget proposal to be approved in April 2014. Recommendation Staff recommends approval of the engineering agreement and budget amendment pushing the expenses for the project into FY 14 and FY 15. Cannonball Trail Roadway Improvements Local Agency Functional Overlay (LAFO) United City of Yorkville,Kendall County,IL Professional Services Agreement-Design 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 Attachment A. Design engineering for Cannonball Trail, for the limits as shown on Attachment D will be provided. All Engineering will be in accordance with all City and Illinois Department of Transportation 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, a Lump Sum in the amount of $35,000.00, based on the Estimate of Level of Effort and Associated Cost included in Attachment B. 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 1 st 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. Cannonball Trail LAFO United City of Yorkville Professional Services Agreement Design 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). Cannonball Trail LAFO United City of Yorkville Professional Services Agreement Design Engineering Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500 150-10 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 Cannonball Trail LAFO United City of Yorkville Professional Services Agreement Design 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 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. L 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 Cannonball Trail LAFO United City of Yorkville Professional Services Agreement Design 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 attachments are as follows: Attachment A: Scope of Services Attachment B: Estimated Level of Effort and Associated Cost Attachment C: Anticipated Project Schedule Attachment D: Location Map Attachment E: 2013 Standard Schedule of Charges 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 Bradley P. Sanderson, P.E. United City of Yorkville Engineering Enterprises, Inc. 800 Game Farm Road 52 Wheeler Road Yorkville, IL 60560 Sugar Grove Illinois 60554 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 Cannonball Trail Roadway Improvements Local Agency Functional Overlay (LAFO) United City of Yorkville Kendall County, IL Professional Services Agreement-Design Engineering Attachment A—Scope of Services Design Engineering: • Preliminary IDOT Coordination and Phase I Processing • Section Number Request • IDOT Kick-Off Meeting • LAFO Approval(BLR46300) • Location Map • Geotechnical Subsurface Exploration(Pavement Cores) • Preliminary Cross Sections-Existing and Proposed • PPI Form Submittal for Council of Mayors Processing • BLR09111 -Resolution(as needed) • Prepare Maintenance History Letter • Prepare Final Plans • Prepare Base Plan Set,IDOT Format • General Notes • Summary of Quantities • Typical Sections • Plan Sheets(CAD Sheets,Developed from GIS Database and Topographic Survey if Needed) • Project Details • Highway Standards • Prepare Specifications • Project Specific Special Provisions • Bureau of Design and Environment Provisions • District One Special Provisions • Bureau of Local Roads and Streets Special Provisions • IDOT Processing • Estimate of Cost • Estimate of Time • Lump Sum Item Breakdown • Revisions with Disposition of Comments • Prepare Local Agency Agreement for Federal Participation • Prepare Construction Engineering Agreement ATTACHMENT B -ESTIMATE OF LEVEL OF EFFORT AND ASSOCIATED COST PROFESSIONAL ENGINEERING SERVICES CANNONBALL TRAIL LAFO United City of Yorkville,IL ENTITY: ENGINEERING SURVEYING DRAFTING ADMIN. WORK PRINCIPAL SENIOR SENIOR SENIOR ITEM PR COST WORK PROJECT ROLE: IN OJECT PROJECT PROJECT PROJECT PROJECT PROJECT CAD PROJECT HOUR PER ITEM CHARGE MANAGER ENGINEER ENGINEER MANAGER SURVEYOR I TECHNICIAN MANAGER TECHNICIAN ADMIN. SUMM. ITEM FINAL ENGINEERING NO. WORK ITEM HOURLY RATE: $171 $150 $129 $117 $150 $129 $141 $150 $117 $78 2.1 Project Management and Administration 4 12 16 $ 2,484 2.2 Project Meetings 4 4 4 12 $ 1,800 2.3 Geotechnical Investigation Coordination,Field Work,Review Report) 2 2 $ 234 2.4 Preliminary IDOT Coordination Kick-Off Meeting,Section Number Request) 8 4 12 $ 1,500 2.5 Process Documents for LAFO Design Approval 8 16 8 32 $ 3,840 2.6 Site Review,Identification of Required Improvements 4 4 8 $ 1,068 2.7 Prepare Pre-Final Plans/Exhibits-50% 4 8 32 32 76 $ 9,120 2.8 Submit Pre-Final Plans to Utilities 4 4 $ 516 2.9 Prepare and Submit Pre-Final Plans,Specifications and Estimates 24 16 40 $ 4,680 2.10 Revisions and Disposition of Comments 4 4 4 8 20 $ 2,520 2.11 Submit Final Plans,Specifications and Estimates 4 4 8 $ 984 2.12 IDOT Processing-Local Agency Agreement,Construction Engineering,PPI 2 8 12 4 26 $ 3,558 $ $ MMMMMMMMMEM Final Engineer]ng Subtotal: 101 361 521 94 1 64 -11 256 32,304 CONSTRUCTION ENGINEERING $ NIA $ $ Construction Engineering Subtotal: - - - — - DIRECT EXPENSES LABOR SUMMARY Printing=1$ 200 Engineering Expenses= $ 24,816 Su lies&Misc.= $ Surveying Expenses= $ Geotechnical Rubino= $ 2,500 Drafting Expenses= $ 7,488 Administrative Expenses= $ TOTAL LABOR EXPENSES= $ 32,304 MENFIDIRECT EXPENSES= $ 2,70 o.weinvmMai�xo�nvo,�io-c m�i vxcoenc, me,u raa v,�o,asnyavmmem a.r��,e.ays es.ivee smm�v ATTACHMENT C: Enprneervng Enterprises,lnr. PROJECT CANNONBALL • UNITED CITY OF •RKVILLE,KENDALL COUNTY, •' 1 ITEM Month: August September October Novemb r December January February March April May Jun July August • WORK ITEM Week Starting: 4 mm® ®®® ®m®©mm® 1 8 ®®m©®mm© 9 m®© 9 m®m 6 ®m® 4 mm® 1 1 8 ®®® 6 ®m®©mm®® 2.1 Project Management and Administration 2.2 Project Meetings 2.3 Geotechnical Investigation 2.4 Preliminary IDOT Coordination 2.5 Process Documents for LAFO Design Approval 2.6 Site Review,Identification of Required Improvements 2.7 Prepare Pre-Final Plans/Exhibits-50% 2.8 1 Submit Pre-Final Plans to Utilities 2.9 Prepare&Su mit Pre-Final Plans,Spars&Estimates -- IDOT Review NONE 2.10 Revisions and Disposition of Comments 2.11 Submit Final Plans,Specifications and Estimates 2.13 Bidding and Contracting(4/25/14 Bid Opening) FINAL DESIGN ENGINEERING CONSTRUCTION !11111111111111111111111111 ENGINEERING TO BE PROVIDED UNDER ALTERNATE CONTRACT)111 11111111111111 Project 3.1 Anticipated Construction Timeline Legend Design Bidding and Contracting Construction Agency Review Tow 0 ;, It IqL �•." 'Q^- � .R it p ��` �Yi " '� < � i ��' �• ,.t s..' . A,p,*t a `'• � 'r.Q ,n �� Yt". s� � _ -TOM A. chi lee, 1�.' � a •- � _ � .�i � Grp i 0 �j a^, y� AW l-, ail rMT �. r�+ ^4"' Reyram. r?t'' ��'•.�...�-mc -._. ,fin..-r � ?�°,. � "� Western W +< a t i- r ci •"� 1kA % Pm A��yR; Mt 173 ern Sh0 yr - <Ifv r ` # ! ` '�+ �r'•- •+ ••Y•,7 rr' `e ' a, Carpenter $� k • 4F 1 F F ems' r .v'� � t ,'F �' K ax y� �pW, Strawj_a. [ 'O erry q- enard �'# r "+�! � r`�.-•� �"y'`��rf�d �,1�� w �•� �' •.t r -'��`',�.ttr 's \ � ' a�.+�C' It', jr 1 1 .'. "',+r."�•a .i` '�, . '-' ` wf' Fa .TL.Rr��" �''" r�r�Mulh ir Pr t r /q ��l'�`'fl�° - -ir ��`� �:�= "d}ce�( rC�"�+"'" �•' - 'r �. '-c * '�Q �'r _ '+ITS'. � ,r ° e t Countryside" ifqr�..� ,�., * d t A - - -- ® a f ! , % ! - C A. a . y '4, � _ .ire*�..!y'A `.i^ �• t "r. w* AL.. ; •4 A 0 700 1,400 I r Vet,raps 3 Feet DATE: Engineering Enterprises July 2013 N 9 9 P PROJECT NO. 52 Wheeler Road Y01120 CANNONBALL TRAIL LAFO Sugar Grove, Illinois 60554 BY. KKP (630) 466-6700 PATH: ATTACHMENT D www.eelweb.com H:\GIB PUBLIC\VORKVILLE\ FILE: Y01120-Location.MXD r 9 AMMML- 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 11 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 RTS 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 Sugar Grove, 60554 • 466-6700 • 1 466-6701 www.eeiweb.com CfTy Reviewed By: X06 Legal ❑ Agenda Item Number Finance NB #3 EST. -� __ti 1838 Engineer City Administrator : Human Resources ❑ Tracking Number Community Development ❑ PW 2013-34 Police ALE � Public Works 0 Agenda Item Summary Memo Title: FY 15 Roadway program Meeting and Date: Public Works July 16, 2013 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: N/A Action Taken: Item Number: Type of Vote Required: N/A Council Action Requested: Discussion Submitted by: Bart Olson Administration Name Department Agenda Item Notes: Memorandum To: City Council EST. 183fi From: Bart Olson, City Administrator CC: Date: July 11, 2013 Subject: Summer 2014 (FY 15)Road to Better Roads Program LJILL E�% Summary Review of the FY 15 Road to Better Roads Program. These projects would be completed in the Summer of 2014. Background Brad Sanderson has attached a memo giving a brief update on the FY 14 Road to Better Roads Program and an overview of upcoming schedules for the FY 15 program. As stated in Brad's memo, engineering agreements for FY 15 roads should be in front of the City Council by the end of this calendar year, so that construction can occur as soon as possible during the summer. We can approve and pay for the engineering contracts with relative ease, and that engineering work could be used for a few years beyond completion, but we must resolve the funding gap for FY 15 soon. The City has committed to a$1,000,000 per year Road to Better Roads Program(RTBR). That yearly expense is paid for through the road infrastructure fee (about $670,000) and through capital funds. The roadways chosen by the City for FY 15 have a total cost of just over$2,000,000 in MFT ($250,000), City-wide Capital ($600,000), Sewer($340,000) and Water($845,000). The MFT budget and the City-wide Capital budget pay for storm-sewer, curb, and roadway rehab, the sewer budget pays only for sewer rehab, and the water budget pays only for water rehab items. While the City could pare down it's RTBR program to meet available revenues, we have identified that the City's overall roadway system(pavement only, no sewer and water utilities)would need an initial investment of over$17 million in the next five years, and then $2 million per year thereafter to maintain the same City-wide roadway rating as we currently have. Any value less than that means the roadway system will continue to deteriorate, including the $1 million we've currently identified as the amount we can afford to spend. Further, the City Council identified that it would be unacceptable to pave a roadway without taking the opportunity to fix the water and sewer utilities below the roadway. Thus, the sewer and water funds have money related to the RTBR program that is above and beyond our$1 in expense target. With those figures in mind, the expenses in the MFT fund($250,000) and the City-wide Capital ($600,000) can be considered under our$lm RTBR umbrella. That leaves us with a remaining commitment of$150,000. For ease of discussion, let's put this remaining money towards our sewer expenses of$340,000. This means our $lm annual budget is eaten up by MFT, City-wide capital, and a portion of the sewer budget, leaving a portion of the sewer budget ($190,000) and the entire water budget($845,000)unfunded for a total unfunded liability of$1.035 million. For comparison purposes, the water infrastructure fee, when it was $8.25 per month, generated $670,000 per year. The total annual revenue generated by water rates in the City is $1.9 million. While FY 13 numbers have not been finalized, we do anticipate the year-end numbers to end up better than the approved budget. It would be my recommendation to take the surplus in the water fund in FY 13 and use it to fund a portion of the unfunded water fund RTBR expenses. The remainder of the unfunded items would have to be made up with the ability for limited cost-cuts and a long-term water rate increase. More information on the FY 13 budget numbers should be available by the August Public Works Committee meeting. Recommendation Discussion on the above information. Memorandum To: Bart Olson, City Administrator EST. _ 1836 From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. <C Ec° Lisa Pickering, Deputy City Clerk Date: July 8, 2013 Subject: Road to Better Roads Program Update The purpose of this memo is to update the Committee as to the status of the City's Road to Better Roads Program. Calendar year 2013 /fiscal year 2014 Program Status Underground Improvements—Bids are due for the Bristol Avenue Water main Improvements on July 9t . Our intentions will be to recommend contract award at the July 16th committee meeting. Roadway Improvements - We are targeting a bid letting in early August and a subsequent recommendation of contract award at the August 20th committee meeting. We are anticipating that the work will be completed by the end of October. We have attached a copy of the location of the proposed improvements for your information. Calendar year 2014/fiscal year 2015 Proposed Program As previously noted to the committee, there will be several underground improvements to go along with the proposed roadway improvements. Those underground improvements will likely involve water main replacement, sanitary sewer upgrades and drainage improvements. Our intentions are to begin analysis and design of those improvements in early fall 2013. We also intend to begin the design of the roadway improvements in the fall of 2013. Draft engineering agreements will be presented at the August or September committee meetings for consideration. A draft of the proposed schedule for the 2014 improvements along with the location map is attached for your information. t nnon e G� �o n Sw Yy reek ° LL D � � n r enne y a c O Q a d �o M rica Ln y e Prairie Pointe E t ° m o Edward Ln y C� O O rl O C _ W John St S it d D O J U c Q m N v E e`o = E � t OTC b� 00 NQ� r 9 r t r e c v J 4) d 3 W So on u W c 'C a o F7 co D R 0 O c 4h, m d 3 L M J Fox River ii e I c v ® is Ave ED o A ED 0 L 0 Der C n St Aaron pla ted) ` o p� c 0 e St e S Ban t c 0e = c v Jy r o a � l �t J A FFFMFFFMe n L V U d H [� ❑EJ❑ o 0 O er t 0 ca I ew w ROSe Dr O YEAR OF IMPROVEMENT e t e 2013 G 2014 u a 2015 y� yw 2016 0`��,. 2017 Engineering Enterprises, Inc. United City of Yorkville DATE: MARCH 2013 ROAD TO BETTER 52 Wheeler Road 800 Game Farm Road PROJECT NO.: Y01123 EXHIBIT A Sugar Grove, Illinois 60554 Yorkville, IL 60560 BY. KKP ROADS PROGRAM RECOMMENDED 5—YEAR PLAN (630) 466-6700 PATH:H:IGIS IPUBLICIYORKVILLE120111YO1123 UNITED CITY OF YORKVILLE, ILLINOIS www.eeiweb.com N 0 R T H FILE: Y01123 EXH A.MXD t nnon e G� �o n Sw Yy reek D � � _ e n r enne y a c O G v 4) �o .a 10 e rica Ln =' Prairie Pointe E t O m o Edward Ln y e c� C� 0 O rl C _ O C W John St S it d D O J U c Q m N V v E U. e`o = E � t OTC b� 00 9 r t i i � r ' e c � v J 3 � W So on u c 'C a 0 F7 R 0 O c 4iry m d L 3 M Dr J Fox River e IC v ® is Ave Q O ED a Der C n St Aa `n�p1a tedl o ron � P�ij c 0 e St e S Ban t c 0e = c ® ®® En w ® ®® ®®� v Jy ari 0 l �t J A n L V U d H MTTI ❑El❑ o 0 O er t 0 ca I ew w ROSe Dr O tt e t e G a El y�o yw YEAR OF IMPROVEMENT LOCATION INCLUDES so� UNDERGROUND 2013 INFRASTRUCTURE \J Engineering Enterprises, Inc. United City of Yorkville DATE: MARCH 2013 ROAD TO BETTER 52 Wheeler Road 800 Game Farm Road PROJECT NO.: Y01123 EXHIBIT Al Sugar Grove, Illinois 60554 Yorkville, IL 60560 BY. KKP ROADS PROGRAM RECOMMENDED 5-YEAR PLAN (630) 466-6700 PATH:H:IGIS IPUBLICIYORKVILLE120111YO1123 UNITED CITY OF YORKVILLE, ILLINOIS www.eeiweb.com FIL N 0 R T H E: Y01123 EXH A1.MXD t nnon e G� �o n Sw Yy reek ° D � � C LL n r enne y a c O G v 4) �o .a 10 e rica Ln =' Prairie Pointe E t L ° m o Edward Ln y G /r' CI O ° rl O C _ `' ® �o C c W John St S it d D O J U c A Q m N v E eL0 = E � t OTC b� 00 9 r t r e c v J L d 3 W So on u W F7 co -j c 'C a o D R 0 O c 4iry o d 3 L M J Fox River e �c v is Ave ' O L U ► er C ► n1-::iJR d Aan�n 1pla to 1 ro °, ► ► P�ij c o e � St e S Ban ti c 0e = c ® ®® ® ®® ®®� v Jy c o a � l �t J A FTFMFTTMe n L V U d St H [� ❑El❑ o 0 O er t 0 ca I ew w ROSe Dr O tt e t e G a El diy0 yw YEAR OF IMPROVEMENT . . . . . . LOCATION INCLUDES so _ Os UNDERGROUND 2014 INFRASTRUCTURE Engineering Enterprises, Inc. United City of Yorkville DATE: MARCH 2013 ROAD TO BETTER 52 Wheeler Road 800 Game Farm Road PROJECT NO.: Y01123 EXHIBIT A2 Sugar Grove, Illinois 60554 Yorkville, IL 60560 BY. KKP ROADS PROGRAM RECOMMENDED 5—YEAR PLAN (630) 466-6700 PATH:H:IGIS IPUBLICIYORKVILLE120111YO1123 UNITED CITY OF YORKVILLE, ILLINOIS www.eeiweb.com N 0 R T H Y a__ FILE: Y01123_EXH_A2.MXD ErtgineeringErtterprlses,lrtc. I ^ O O PROJECT SCHEDULE PROPOSED 2014 ROADWAY IMPROVEMENTS United City of Yorkville,IL 2 DRAFT July 8,2013 Year: 2013 2014 Montfl 0©©0©000©0©0 00©0©000©0©0 WORK ITEM I® i Firma Final Design-Plans,Specifications and Estimates Permitting Bidding and Contracting Plans Specifications and Estimates FINAL DESIGN-UNDERGROUND BIDDING AND CONTRACTING•UNDERGROUND CONSTRUCTION-UNDERGROUND FINAL DESIGN-ROADWAY BIDDING AND CONTRACTING-ROADWAY ing and Contracting truction Legend IEPA Submittal and Review Bidding and Contracting Final CONSTRUCTION-ROADWAY Design Reviewed By: Agenda Item Number 606 Legal ❑ NB #4 Finance ❑ EST. -� __ti 1838 Engineer ■ -- City Administrator ❑ Tracking Number m Human Resources ❑ 3! �"V.* C) Community Development ❑ `,� ❑ PW 2013-35 Police ALE ��' Public Works ❑ Agenda Item Summary Memo Title: Bristol Avenue Water main Improvements Meeting and Date: PW Committee—July 16, 2013 Synopsis: Recommendation of Contract Award Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Award Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Memorandum To: Bart Olson, City Administrator EST. _ 1836 From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. <C Ec° Lisa Pickering, Deputy City Clerk Date: July 10, 2013 Subject: Bristol Avenue Water Main Improvements Bids were received, opened and tabulated for work to be done on the Bristol Avenue Water Main Improvements at 11:00 a.m., July 9, 2013. Representatives of contractors bidding the project, the City, and our firm were in attendance. A tabulation of the bids and the engineer's estimate is attached for your information and record. We recommend the acceptance of the bid and approval of award be made to the low bidder, Brandt Builders, Inc., 385 E. Hoover Street, Morris, IL 60450 in the amount of $127,563.00, which is approximately 7%under the Engineer's Estimate of$137,960.00. If you have any questions or require additional information,please let us know. Page 1 of 1 BID TABULATION BRISTOL AVENUE WATER MAIN IMPROVEMENTS CITY OF YORKVILLE BID TABULATION ENGINEER'S ESTIMATE SCORPIO CONSTRUCTION BRANDT BUILDERS,INC. STARK&SON TRENCHING,INC. RA UBERT CONSTRUCTION BIDS RECD 7/9/2013 52 Wheeler Road 103 Oswego Plains Drive 385 E.Hoover Street 45W826 Rohrsen Road 6650 E.Minkler Road Sugar Grove,IL 60554 Oswego,IL 60543 Morris,IL 60450 Hampshire,IL 60140 Yorkville,IL 60560 ITEM UNIT UNIT UNIT UNIT UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 1 TREE REMOVAL,6-15 UNIT DIAMETER UNIT 12 $ 30.00 $ 360.00 $ 60.00 $ 720.00 $ 7.00 $ 84.00 $ 60.00 $ 720.00 $ 10.00 $ 120.00 2 TREE REMOVAL,OVER 15 UNIT DIAMETER UNIT 18 45.00 810.00 60.00 1,080.00 35.00 630.00 105.00 1,890.00 10.00 180.00 3 CONNECTION TO EXISTING 8-INCH WATER MAIN EACH 1 3,000.00 3,000.00 3,000.00 3,000.00 2,000.00 2,000.00 1,850.00 1,850.00 5,000.00 5,000.00 4 WATER MAIN,8-INCH D.I.P,CLASS 52,WITH POLYETHYLENE WRAP LF 758 75.00 56,850.00 70.00 53,060.00 83.00 62,914.00 46.30 35,095.40 135.00 102,330.00 5 PRESSURE CONNECTION WITH 8-INCH GATE VALVE IN 60-INCH VAULT EACH 2 6,500.00 13,000.00 10,000.00 20,000.00 6,000.00 12,000.00 6,430.00 12,860.00 5,000.00 10,000.00 6 FIRE HYDRANT ASSEMBLY,6-INCH MJ EACH 2 4,000.00 8,000.00 7,000.00 14,000.00 3,700.00 7,400.00 3,800.00 7,600.00 4,500.00 9,000.00 7 DUCTILE IRON FITTINGS LB 691 5.00 3,455.00 3.00 2,073.00 1.00 691.00 4.00 2,764.00 3.00 2,073.00 8 FOUNDATION MATERIAL CY 50 30.00 1,500.00 20.00 1,000.00 10.00 500.00 30.00 1,500.00 25.00 1,250.00 9 WATER SERVICE CONNECTION,1-INCH EACH 8 1,000.00 8,000.00 700.00 5,600.00 650.00 5,200.00 1,250.00 10,000.00 1,000.00 8,000.00 10 WATER SERVICE PIPE, 1-INCH TYPE K COPPER LF 347 40.00 13,880.00 15.00 5,205.00 25.00 8,675.00 15.00 5,205.00 27.00 9,369.00 11 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 2 1,200.00 2,400.00 3,000.00 6,000.00 300.00 600.00 1,950.00 3,900.00 2,000.00 4,000.00 12 WATER MAIN TESTING-PRESSURE AND DISINFECTION LS 1 2,000.00 2,000.00 3,000.00 3,000.00 1,500.00 1,500.00 3,500.00 3,500.00 1,500.00 1,500.00 13 HOT-MIX ASPHALT PAVEMENT REMOVAL SY 100 6.00 600.00 10.00 1,000.00 45.00 4,500.00 90.00 9,000.00 15.00 1,500.00 14 SIDEWALK REMOVAL AND REPLACEMENT SF 80 6.00 480.00 12.00 960.00 15.00 1,200.00 40.00 3,200.00 10.00 800.00 15 AGGREGATE SHOULDER,TYPE A,4 INCHES SY 375 7.00 2,625.00 8.00 3,000.00 8.00 3,000.00 3.30 1,237.50 8.00 3,000.00 16 SELECT GRANULAR BACKFILL CY 225 30.00 6,750.00 30.00 6,750.00 20.00 4,500.00 25.30 5,692.50 35.00 7,875.00 17 VALVE BOX TO BE ABANDONED EACH 1 250.00 250.00 100.00 100.00 200.00 200.00 150.00 1 150.00 150.00 150.00 18 FIRE HYDRANT REMOVAL EACH 1 600.00 600.00 200.00 200.00 250.00 250.00 475.00 475.00 500.00 500.00 19 SIGN TO BE REMOVED AND RESET EACH 1 150.00 150.00 50.00 50.00 1.00 1.00 75.00 75.00 50.00 50.00 20 EXISTING MAILBOX TO BE REMOVED AND REPLACED EACH 3 250.00 750.00 200.00 600.00 1.00 3.00 120.00 360.00 50.00 150.00 21 RESTORATION SY 830 7.50 6,225.00 7.00 5,810.00 8.50 7,055.00 7.20 5,976.00 5.00 4,150.00 22 REPLACEMENT TREE,2.5"CALIPER(MIN.),BALLED AND BURLAPPED EACH 2 500.00 1,000.00 350.00 700.00 800.00 1,600.00 620.00 1,240.00 500.00 1,000.00 23 NON-SPECIAL,NON-HAZARDOUS SOIL WASTE DISPOSAL,TYPE 1 TON 81 25.00 2,025.00 10.00 810.00 10.00 810.00 60.00 4,860.00 35.00 2,835.00 24 NON-SPECIAL,NON-HAZARDOUS SOIL WASTE DISPOSAL,TYPE 2 CY 50 25.00 1,250.00 10.00 500.00 15.00 750.00 40.00 2,000.00 35.00 1,750.00 25 TRAFFIC CONTROL AND PROTECTION LS 1 2,000.00 2,000.00 6,500.00 6,500.00 1,500.00 1,500.00 11,554.56 11,554.56 3,400.00 1 3,400.00 TOTAL FOR ALL BID ITEMS 1-25 1 137,960.00 141,718.00 127,563.00 132,704.96 179,982.00 ENGINEERING ENTERPRISES,INC. 52 WHEELER ROAD,SUGAR GROVE,ILLINOIS Reviewed By: Agenda Item Number 0 Legal ❑ OB #1 Finance ❑ EST. -� __ti 1838 Engineer 0 -- City Administrator ■ Tracking Number Human Resources ❑ `=Q Community Development PW 2013-26 Police ALE � Public Works ❑ Agenda Item Summary Memo Title: Prairie Gardens—Unit 4—Letter of Credit Meeting and Date: Public Works Committee/July 16, 2013 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: 6/25/13 Action Taken: Authorization to Call LOC Item Number: CA#2 Type of Vote Required: Majority Council Action Requested: Direction Submitted by: Krysti J. Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: cip Memorandum EST. � 1836 To: Public Works Committee ®� From: Krysti J. Barksdale-Noble, Director of Community Development CC: Bart Olson, City Administrator <kE �� Brad Sanderson, EEI Date: July 11, 2013 Subject: Prairie Gardens-Unit 4—Letter of Credit UPDATE As you may recall, this matter was recommended to the City Council by the Public Works Committee last month and formal direction was given to staff at the June 25th City Council meeting to authorize the City Clerk to call the irrevocable letter of credit (LOC) in the amount of $164,784.74 for site work improvements to be completed by S & K Development, LLC related to the Prairie Gardens Resubdivision of Lot 4 (Unit 4). Since that time, staff has made contact with State Bank of Illinois and subsequently with the original developer. In a meeting with the developer, S & K Development, on July 10, 2013, staff discussed the following alternative actions to resolve the outstanding work items listed in the punchlist: 1. Executing a Public Improvement Construction (PIC) Schedule (attached) for the remaining parking lot improvements; and 2. Submittal of updated Landscape Plans and Record Drawings (verifying the most recent versions of both are provided to City), and 3. Scheduling an on-site meeting with the City Engineer to verify all completed items; and 4. Generating a revised punchlist based off of submitted documents and site inspection; and Upon satisfactory completion of the above-mentioned items, the developer would see a reduction in Letter of Credit (LOC) value based upon the finished work items. Staff is also seeking feedback from the Public Works Committee about rescinding the call of the Letter of Credit, as the developer has shown willingness to completing the outstanding improvements. Staff will be available at Tuesday night's meeting to answer any questions from the Public Works Committee regarding this matter. United City of Yorkville .10 Ok III s Game no oad ACKNOWLEDGEMENT OF Yor EST. 1 �°" 836 Telephone: 630-553-4350 PUBLIC IMPROVEMENT Fax: 630-553-7575 F.7 0 Website: www.yorkville.il.us CONSTRUCTION SCHEDULE <LIE � PROJECT# DATE RECEIVED: DATE APPROVED: The Public Improvement Construction (PIC) schedule is required for any new residential subdivision and/or commercial development within the City of Yorkville. The terms of the PIC schedule identifies the public and private improvements required to be constructed, and provides the assurance that the necessary public improvements will be constructed in a manner consistent with the City's established standards in a timely manner and subject to the applicable warranty periods. If approved by the City,the construction schedule may provide for the installation and acceptance of certain improvements in phases. Any phased development plan approved as part of the PIC schedule must be a self-contained area of the overall development consisting of all public improvements necessary to serve that portion of the property to be developed as part of such phase. Reasonable conditions on the phasing of developments may be imposed by the City in order to protect the community and adjacent properties. Proposed phasing plans shall be submitted with a separate PIC schedule for each phase of construction, and no work shall commence on a subsequent phase without completion and acceptance of the prior phase or approval by the City Engineer. The Public Improvement Construction(PIC) schedule also requires the developer and/or owner to provide financial security in the form of an irrevocable letter of credit or bond for the proposed improvements. Financial Security shall be provided to the City prior to and as a condition of the issuance of a site development permit. The undersigned Owner agrees to the Public Improvement Construction(PIC)schedule as described below: Type of Improvement: Location/Subdivision: Legal Description(submit as an attachment) Approved Construction Time Period: From to Beginning Date Ending Date (Month/Year) (Month/Year) The Approved Engineer's Estimate of Cost(EEOC) or Engineer's Opinion of Probable Costs (EOPC)must be attached to this document. Owner further agrees: • To install all required public improvements as approved per Title 11 Subdivision Control Ordinance of the United City of Yorkville Municipal Code and the Standard Specifications for Improvements attached hereto. • To pay all fees and costs associated with the development incurred by the City for plan review and processing, inspection, material testing and other engineering services as prescribed by ordinance or in the municipal code. • To install all streets, sewers, water mains, street lights, and other public improvements in a workmanship like manner within four (4) years of initial construction. All public improvements shall be maintained by the subdivider/developer until they are approved and accepted by the City. • To provide proof by title search that all accepted infrastructure is free and clear of all liens and encumbrances. ACKNOWLEDGMENT OF PUBLIC IMPROVEMENT CONSTRUCTION(PIC)SCHEDULE Owner/Developer Name: Address: City: State: Zip Code: Telephone: Mobile: Fax: E-mail: Owner/Developer Signature: cip Memorandum EST. � 1836 To: Public Works Committee ®� From: Krysti J. Barksdale-Noble, Director of Community Development CC: Bart Olson, City Administrator <kE �� Brad Sanderson, EEI Date: June 13, 2013 Subject: Prairie Gardens-Unit 4—Letter of Credit The United City of Yorkville is currently holding an irrevocable letter of credit (LOC) in the amount of$164,784.74 for site work improvements to be completed by S & K Development, LLC related to the Prairie Gardens Resubdivision of Lot 4 (Unit 4) located at west of IL Route 47 and immediately south of Garden Street known as the Prairie Gardens Executive Center. The Prairie Garden residential subdivision was initially approved in 2000, and the Executive Center (Unit 4) was subsequently approved by an amended annexation and PUD agreement in 2005. The Prairie Garden Executive Center was approved to have six (6) office buildings, of which four(4) are currently constructed(refer to aerial photograph). The developer has failed to complete the land improvements per the approved plan for the development and has some significant outstanding site work, such as but not limited to, unpaved surface course, incomplete parking lot striping and the submittal of record drawings. All recent attempts by staff to contact the S & K Development have been unsuccessful. Based upon the City's Engineer's most recent punchlist inspection conducted in March 2013 (attached, and previous punchlists prepared in 2009 (also attached), staff is recommending that the letter of credit be called in its entirety for the completion of the outstanding land improvements. Attached are copies of the letter of credit, all punchlists, and staff's most recent correspondence sent to the developer regarding the status of this development. Should the Public Works Committee be in favor of calling the LOC for the Prairie Gardens Resubdivision of Lot 4 (Unit 4), this matter can be placed on the June 25, 2013 City Council meeting agenda for further discussion and consideration. respective surety companies will be drafted and sent via certified mail immediately. r Gznd` _ .....:.vim._ i b 1 rim VIA I !ter'I N 0 ILI ; G K.l 4 z �I L A n .yam' II °` Ae �� - ,tip{ �.`�' 7.. •� . ' The Data is provided without warranty or any representation of United City of Yorkville GIS accuracy,timeliness,or completeness.It is the responsibility of the Parcel Data and Aerial Photography "Requester"to determine accuracy,timeliness,completeness,and Provided By Kendall County GIS appropriateness of its use. The United City of Yorkville makes no warranties,expressed or implied,to the use of the Data. State Bank of Illinois i October 19, 2001 Mayor and Aldermen City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Prairie Gardens Subdivision Letter of Credit No. 2001-27 For Account of S&K Development, LLC Amount: $864,761 .95 October 19, 2001 Gentlemen: The undersigned State Bank of Illinois by Richard J. Worzala, President/CEO, its' duly authorized agent, hereby establishes and issues this Irrevocable Letter of Credit in flavor of the City of Yorkville in the amount of$864,761 .95, 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 = $ 166,974) DIVISION `B" - WATER MAIN (engineer's estimate = $146, 160) DIVISION e`C" - STORM SEWERS (engineer's estimate = $149,859) DIVISION "D" - STREETS (engineer's estimate = $524,302) DIVISION "E" - DETENTION BASIN/EARTH WORK (engineer's estimate = $270,200) DIVISION "F" - MISC. IMPROVEMENTS & EROSION (engineer's estimate = $100,550) Total engineer's estimate = $1 ,358,045 The costs of the foregoing improvements are detailed in the attached Engineer's Cost Estimate. It is noted that the above reflects the original estimate of the engineer. The development is legally described as follows: EQUAL HOUSING LENDER Member ® 600 EAST WASHINGTON STREET • WEST CHICAGO, ILLINOIS 60185 (630) 231.1800 FDIC i See Attached Exhibit "A" Said public improvements shall be constructed by S & K Development, LLC, our customer, in accordance with the plans, specifications, completion schedules and cost estimates prepared by Leonard Dress & Associates. The undersigned agrees that this Irrevocable Letter of Credit shall remain in full force and effect and pertain to any and all amendments or modification 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 19, 2002, provided, however, the undersigned shall notify the City Clerk by certified or registered mail, return receipt j 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 October 19, 2002, 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 i S. that the City of Yorkville has determined at 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 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 instruction 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, 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. i 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 25% 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. i i i 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. 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 ofe this Letter of Credit. BY: �t LtIn G � ATTEST:Rica . Daniel L. Eichelberger President/CEO Executive Vice President STATE OF ILLINOIS) )SS COUNTY OF DUPAGE) I, the undersigned, a Notary Public in and for the County and State aforesaid, do hereby certify that Richard J. Worzala, personally known to me to be the President/CEO of the State Bank of Illinois, and Daniel L. Eichelberger personally known to me to be the Executive Vice President of said institution, and who are personally known to me to be the same persons whose names are subscribed to the foregoing Letter of Credit as such President/CEO and Executive Vice President respectively, and caused the corporate seal of said State Bank of Illinois to be affixed thereto pursuant to 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 19a' day of October 2001ENotary\ c � FICIAL SEAL" usan L. Hartman �-- Public, State of Illinois Notary Public mission Expiros 09/22104 I i EXHIBIT A S & K Parcel LEGAL DESCRIPTION FOR PRAIRIE GARDEN SUBDIVISION (NOT YET RECORDED), EXCEPTING FUTURE LOTS 4 & 6 YORKVILLE, ILLINOIS THAT PART OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST 'QUARTER; THENCE S 89' 40'05" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER, 655,52 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO. 47 EXTENDED FROM THE SOUTH; THENCE SOUTH 01' 44' 07" EAST, ALONG SAID EXTENDED TANGENT CENTERLINE AND SAID TANGENT CENTERLINE, 1075.45 FEET FOR THE POINT OF BEGINNING; THENCE S 01 ' 44' 07" EAST ALONG SAID CENTERLINE, 847.45 FEET; THENCE S 88' 52' 07' W, 1645.43 PEST TO AN OLD CLAIM LINE; THENCE N 11 ' S9' 56" E ALONG SAID CLAIM LINE 870. 14 FEET TO A LINE DRAWN S 99' 52"07" W FROM THE POINT OF BEGINNING ; THENCE N EE S2' 07. A E 1438,83 FEET TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THE NORTHERLY 270.38 FEET OF THE EASTERLY 805.59 FEET, AS MEASURED ALONG THE EAST AND NORTH LINES , AND EXCEPT THE EASTERLY 60.00 FEET HAVING BEEN CONVEYED TO THE STATE OF ILLINOIS ALSO EXCEPT THAT PART OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 N, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 89'40'05" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OUT FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO. 47 EXTENDED FROM THE SOUTH; THENCE SOUTH 0144'07" EAST, ALONG SAID EXTENDED TANGENT CENTERLINE AND SAID TANGENT CENTERLINE, 1075.45 FEET• THENCE SOUTH 0144'07" EAST, ALONG SAID CENTER LINE, 847.45 FEET; THENCE SOUTH 88'52707" WEST, 360,00 FEET; FOR THE POINT OF BEGINNING; THENCE S 88' 5212817 W 379,80 FEET; THENCE N .01f43' 12" W. 292.10 FEET TO A POINT. OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE 'TO THE RIGHT HAVING} A RADIUS OF 25.00 FEET AND AN ARC OF 39.01 FEET TO A POINT OF TANGENT; THENCE N 88'52107" E 443.74 FEET; THENCE S 01' 43'45" E 187.14 FEET THENCE S 88452'78" W 64,00 FEET THENCE S 01043145" E 130.00 FEET TO THE POINT .OF BEGINNING; AND ALSO EXCEPT THE WESTERLY 300.00 FEET OF THE EASTERLY 360.00 OF THE SOUTHERLY 130.00 FEET THERE OF; ALL M THE CITY OF 7( kKVILLE, KENDALL COUNTY ILLINOIS AND CONTAINING 20.26 ACRES. I i I EXHIBIT A I WINDHAM Parcel LEGAL DESCRIPTION FOR FUTURE LOT 4 OF PRAIRIE GARDEN, SUBDIVISION (NOT YET RECORDED) YORKVILLE , ILLNOIS. THAT PART OF THE NORTHEAST QUARTER OF SECTION 51 TOWNSHIP 36 N, RANGE 7 EAST THE THIRD COMMENCIN PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: INd AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER,: THENCE SOUTH 89'40'05" WEST, ALONG TM NORTH LINE OF SAII] NORTHEAST QUARTER, 655,52 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STAR& ROUTE NO. 47 EXTENDED FROM THE SOUTH; THENCE SOUTH 01 44'07" EAST TATR SAID EXTENDED TANGENT CENTERLINE AND SAID TANGENT T* EAST ALL 1075.45 SAID FEET; THENCE SOUTH 01 '44'07" EAST, ALONG SAD CENTER LINE, INF,847.45 FEET; THENCE SOUTH 88452107" WEST, 360,00 FEET; FOR THE POINT OF THENCE S 89' 52 28' W 379,80 FEET; THENCE N 0143 ' 12" W 292. 10 FEETBE I p N OF CURVATURE; THENCE NORTHEASTERLY ALONd A CURVE TO THE RIGHT . HAVING A RADIUS OF 25.00 FEET AND AN ARC OF 39.01 FEET TO A POINT Op TANGENT; THENCE N 88'52107" E 443,74 FEET: THENCE S 01 ' 43 '451, E 187. 14 FEET THENCE S 88'52178" W 64.00 FEET THI NCE S 0143'45" E 130.00 FEET TO THE POINT CO BEGINNING, ALL E THE CITY OF YORKVILLA KENDALL COUNTY, ILLINOIS, CONTAINING 3.04 ACRES, I I it I i S & K Development, L.L. C. Post Office Box 307, Wheaton, Illinois 60189 (630) 462-7907 1FAX (630) 462-9011 May 5, 2005 Joe Wywrot City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Re: Letter of Credit Lot 4, Prairie Garden Subdivision Dear Joe; Enclosed is s the Letter of Credit from State Bank of Illinois regarding the improvements for the office park on Lot 4 in Prairie Garden Subdivision. Also enclosed is our first request for a reduction of the Letter of Credit for your review. If you have any questions or need further information regarding this request, please contact our office. Thank you for your assistance in this matter. Yours truly, Development, LLC Carol M. Ultsch enclosures ('a•1) i i i State Bank .3 Your community bar11< since 1908 May 2, 2005 Mayor and Aldermen City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Prairie Garden Executive Center Letter of Credit No. 2005-12 For Account of Windham Development Company, Inc. Amount: $348,963 . 14 May 2, 2005 Gentlemen: The undersigned State Bank of Illinois by Richard J. Worzala, President/CEO, its' duly authorized agent, hereby establishes and issues this Irrevocable Letter of Credit in favor of the City of Yorkville in the amount of $348,963.14, 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 = $31,280.00) DIVISION `B" - WATER MAIN (engineer's estimate = $40,400.00) DIVISION "C" - STORM SEWERS j (engineer's estimate = $42,948.00) DIVISION "D" - STREETS (engineer's estimate = $101 ,395.00) DIVISION "E" - DETENTION BASIN (engineer's estimate = $47,750.00) DIVISION "F" - MISC. IMPROVEMENTS (engineer's estimate = $53,466.22) Total engineer's estimate — $317,239.22 The costs of the foregoing improvements are detailed in the attached Engineer's Cost Estimate. The development is legally described as follows: 600 17, Washington St. 1865 N N-_fi:sizW 81Vd. 11100 Front st, 174o W. spring St. Member West Chicago, It 60185 West chirago, It 60185 Mokencp, It 60448 SOUth Elgin IL 10-11 7 r mvu uoosixc 6.11)-='�1 .V66 630-293-2960 08-479-2185 847-742-8080 LENDER 630-231-9450tax 6,'-I-293-2965 (ax 70i-4','9-4626tax 847-742-8050fox mate Hankofj1inois Your community bank since 1908 See Attached Exhibit "A" Said public improvements shall be constructed by Windham Development Company, Inc., our customer, in accordance with the plans, specifications, completion schedules and cost estimates prepared by Leonard Dreas & Associates. I The undersigned agrees that this Irrevocable Letter of Credit shall remain in full force and effect and pertain to any and all amendments or modification 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 May 2, 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 May 2, 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 poor 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 cant' 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 600 E. Washington s Ib'c N Neltnor oval. 11100 Front St. 1140 W. Spring St, West Chicago, It 60185 West Chicago, It 60185 Mokenn, It 60448 South E!gJ111 IL buy ? eava,.xousmr. 630-23'i- if O9� 708-479-2185 4 i i FDIC LENDER 630-231-9450(ax 630-293-2965tax 708-479.4626tax 847-742-8050tax State Bank ofMinols Your community bank since 1908 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 at 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 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 j 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 instruction 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, 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 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 j 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. i 600 E. Washington St. 1865 N. Neltnor €: v i i1hi0 Front St. 7140 W. Spring St. h7cmM1rr West Chicago, It 60185 West Chicago, IL 60185 Mokena, IL 60448 South Elgin, IL 60177 saunuiouswo 6 1 Y'3'1 - kigi3 6:10 2'�f3:2960 708-479-21 :i;i 847-792.8080 FDIC LENDER 630-237 -_;:',•':'1.f:..,: 630-293-2965fox 1'0rD-4?9-4626 fox 847-742-8050fox State Ban o f 11h o is Your community bunl< since 190B 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. We hereby engage with you that all demands for payment in co a to s of this Irrevocable Letter of Credit will be duly honored on pre ntation to us ri expiratio of t s,Leeqer of Credit. BY ATTEST: ` Richard. IkWor a A Tod W. M66 President/CEO Senior Vice President STATE OF ILLINOIS) )SS COUNTY OF DUPAGE) I, the undersigned, a Notary Public in and for the County and State aforesaid, do hereby certify that Richard J. Worzala, personally known to me to be the President/CEO of the State Bank of Illinois, and Todd W. Meier personally known to me to be the Senior Vice President of said institution, and who are personally known to me to be the same persons whose names are subscribed to the foregoing Letter of Credit as such President/CEO and Senior Vice President respectively, and caused the corporate seal of said State Bank of Illinois to be affixed thereto pursuant to 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 2nd day of May, 2005. SEAL OFFICIAL SEAL Notary ubli ENNOTOAURMYLPLIBLIcr OM N. MATMANIVONt STATE OF ILL!N0 . MISSION EXPIRES 6.11.2^' 60(i E. Washington St. 1F. , N Neltnor BIVd. Moo Front sl. 1140 W. Spring St Member West Chicago, IL 60185 West Chicago, It 60185 Mokena, IL 0 .13: South Elg ii It 601 ,-7 eaun�.uousma 630-231- 1600 630 29 :J?W:0 ' - '-4 9-2185 rL � hL-8 FDIC LENDER 630-231 -9450fax 630.293-2965fox "Ou ;-1 9.4626faa 847-742.8050fax I Exhibit "A" LOT 4 OF PRAIRE GARDEN SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED NOVEMBER 5 , 2001 AS DOCUMENT 200100020876, IN KENDALL COUNTY, ILLINOIS. PIN#: 05-05-277-001 i i A W N a 0= " ODD (q (A Ao� W y '-IT T m 0 0 t� mq (D CD Ll ° O 7 N O ID 0) N (D M C �D T 'D 'O (D N V d (D O ��pp rDq{1 O (D m 3 .Z7 .�. ,`.'. C) o O 0. (0 d = 7 3 v y' N Q mm3 Evz o CD 000 (a 3A = 3. = N. P C1 0 O. O' O' y y 0. d O y y Q d p 8' d d 3 m m rn 0 (D 5' k Ti °, m m �, ?. ? 2 o 0 o d C O O m m m m 7, y 0: C O 0, a N y = n A d (p O d m m 2 m d N 0 y o o r0 3 m (G 0 co y3 z7 R° °f m �• G'1 O O j C O O N d 68 0 V/ > O CD D °wv d m5 c M y 0 O rt 0 O N O OO y 'a X ' t M o A 0 N PAW A A d O V N N A 4co po W O ( O N 7 -' r -4 Ch co O SN O ?0 000000 r W A 00 1. Iy'F m m m � � o000 lilr 4A 49 fA 69 fA 69 fA fA 69 fA 69 69 fA 69 69 69 69 69 69 fA 69 0 I N r C 0 r 0 p 0 A 0 OD p) O N Op W W 00000 7 O W S 0000 �D.. 00 S SO O 00000 coo O S S S 0 M 69 fA 4A 64 fA fA 69 W9 fA 4A 69 69 fA fA fA fA fA 69 69 fA fA fA 69 63 69 r r Q -z co V r A W W (D O _'AJ f0 A w 0 W IQ ? tJ NQtmON V 0100to ODNN O -+ V Oo CD In A O O S 0 000000 0 0 0 0 0 0 0 00000000 O 0 0 0 0 0 0 0 0 0 0 O C 0 0 0 0 0 O O O O O O G O O 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 1 i I� 1 (D N V 0) 01 -ivu? o0. " -n0 C) O O 07 DD ANNN W W W W W [d .p 0� Oadd V1T 'l1 co ,17 n [� _ 01 b CD j 7 a � � ! 2 @ 8 N N (D O% ".� o N b N N lU D d~ rt ,7' dA �J T '0 O n 3 "�"' J`. m o< N p m° < 3 o d d d v o c m m T Vfq � s = a < z o yad � o B. , CDCD (D (D (Dco00N � ? ? ZoM ' _ � _ 0 = 0II � � N =CD _ v $ x o. � � o o e m ° � � old o x .n 3 � � � � � ;ox0O � � � y � � � � � x 2 °' grnW m ? 0ool' oo9 * f * f fm 3 � K• v n O UIN 01 N EF §igSN N 0) nNDo oa � � ou =p AT ) 'AAA " f0 � mao �< y < C7 V 2 t0 90 00 rp (N 90 (��'� o [Ni, n g O n N r . (D O' lfpA f0 (O Of0 A O W (7m a Ofn NOS"' N V N O _ W � � � -� � D to R= R> Ro r z o CD 0 m n y N N 01 m N N � W dANG1 _ N o V W N �0 d Nddao NN + 00100 00 O dppdN4 d W dd W dOWj � � a CA Cn d o = vlo Floe mmmmmmmmrrrr 0rrmm N N N 01 N N N ID 7 01 07 b v T = T T � 7 J$� $1J 7 nJ � 75 ? Tn .Ti { T S S3 F' 4&9 Vi fA 69 to v3 Vi (i3 b9 69 ?A ffl ER ifl eA U% En fA Vi Vi fA EA Gs di fA 6A 61 fe9 J d d d W ! d O d O W N N W N d j .D . 0000000 00000 0 N co 0 0 0 N N o 00 N 0 °0 °000100 o °0 °o °o °oo° OOO o °o °oo o °o °o °o °o o o °o °o °o °o fn 69 69 69 6A 69 69 <A 6e 69 in 69 fA 69 69 fA 69 <A 69 <A 69 <A 69 <A <A 69 69 69 fA 6A 69 to N ED -� 0 OD NA V N NN A -+ N N d W d ..� ddb o � dN W W t00J11 CJ O In 0W011 W b"- t0 V " 4P M 'w w N o 0 .+ W -co 00 OD W o � V J O 0N1 (01100001 000 co A 0000 Coco 0000000 ON00 000000 00 000 00000000000 °o °°oo° o° o° o°° °oo°° °o °o °o °o °oo° o° o°° °o o° °0 °00000° ORDINANCE NO. 2005 - C AN ORDINANCE AUTHORIZING THE EXECUTION OF THE SECOND AMENDMENT TO ANNEXATION AND PLANNED UNIT DEVELOPMENT BETWEEN THE UNITED CITY OF YORKVILLE AND BARRY NILES, DEVELOPER, AND ROBERT M. LOFTUS AND ILDEFONSA LOFTUS, OWNERS OF RECORD NOW WINDHAM DEVELOPMENT CO, INC., OWNER OF RECORD AND S & K DEVELOPMENT, L.L.C., DEVELOPER FOR LOT 4 OF PRAIRIE GARDEN SUBDIVISION WHEREAS, WINDHAM DEVELOPMENT CO, INC., an Illinois Corporation is the OWNER of certain real property within the United City of Yorkville, Kendall County, Illinois commonly known as LOT 4 OF PRAIRIE GARDEN SUBDIVISION; and WHEREAS, S & K DEVELOPMENT, LLC, is the DEVELOPER of said real estate; and WHEREAS, said real estate is the subject matter of a certain ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT BETWEEN THE UNITED CITY OF YORKVILLE AND BARRY J. NILES, DEVELOPER, AND ROBERT M. LOFTUS AND ILDEFONSA LOFTUS, OWNERS OF RECORD (PRAIRIE GARDEN SUBDIVISION), as amended; and WHEREAS, the OWNER and DEVELOPER have requested an amendment to the Annexation and Planned Unit Development Agreement executed on July 7, 2000 and amended on August 23 , 2001 to permit the subdivision of Lot 4 in accordance with a Plat of Resubdivision attached to the Second Amendment and incorporated herein by reference; and WHEREAS, a Public Hearing was held before the City Council of the United City of Yorkville, which unanimously approved the requested change in the Annexation and Planned Unit Development Agreement; and WHEREAS, the Second Amendment to Annexation and Planned Unit Development Agreement shall only affect Lot 4; and WHEREAS, it is in the best interest of the City that the Second Amendment to Annexation and Planned Unit Development Agreement be approved; and WHEREAS, said Second Amendment to Annexation and Planned Unit Development Agreement has been drafted and has been considered by the City Council; and WHEREAS, the legal owners of record of the territory which is the subject of said Agreement are ready, willing and able to enter into said Agreement and to perform the obligations as required hereunder; and WHEREAS, the statutory procedures provided in 65 ILCS 5/11 -15 . 1 - 1 , as amended, for the execution of said Second Amendment to Annexation and Planned Unit Development Agreement have been fully complied with. NOW THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS : SECTION 1 : That the Mayor and City Clerk are herewith authorized and directed to execute, on behalf of the City, the Second Amendment to Annexation and Planned Unit Development Agreement, SECTION 2: Subject to final approval of engineering by the City Engineer, the FINAL PLAT OF SUBDIVISION PRAIRIE GARDEN RESUBDIVISION OF LOT 4 is approved and the Mayor and City Clerk and other required City officials are authorized and directed to execute said Plat, SECTION 3 : That this Ordinance shall be in full force and effect from and after its passage and approval as provided by law. PASSED by the City Council of the United City of Yorkville, Kendall County, Illinois on the 12°i day of April, 2005 . SIGNED and APPROVED the Mayor of the PASSED by the City Council of the United City of Yorkville, Kendall County, Illinois this 2y day of April, 2005 Mayor ATTEST: I 1 City Clerk k4 )rp C:\Shared 2005\ORDINANCE Adi K 2ND AMENDMENT.PRAIRIE GARDEN,rtf FINAL PLAT OF SUBDIVISION A TEN-rnasmu Pwmmnv In¢m nzmm rm No murtm m ma ummm\ uw¢ ov m no nlwul[ aoeA rlayc uvnv um Hama v Emnm nwmsm mvmm IN we mT v rmavnE rum Am Aml ImA¢mE 9ammn um A59On Ymw m unas pmw. w na rur a �nnaw man utl mAeeum ummlr pm¢x"s9 ru a �) ro mumucc msrN1 rmwsm»c Av,A[Auv.E 9n{A,¢ ' smm. uuxrM xm anArz Ir6mt6mlm r9uvssaal Am 99rm1m1 nsvu um I)m umm nE vEFAm v n£ Haw IIMY a . . NUlY2 rAmml)' N1pm m9°Ir IYnVN A A{mlm6 mm{ Ym 9yq V m °q[ %WT II® Nm NL=r A PRAIRIE GARDEN RESUDDIVISION OF LOT 4 " ° ` � Mmnvmanmmm °` °® m �° � ° � "�° °' mmmuA1pimin nc1Em somnrn mm x mn m rmM ®,sm >mum mernmu umn A< 91<u2 v WI sm m 9rc ., aIbFa]u1mK rnmwr u Nm 1°mlr Ae319m ron Nv mw® ro n< mim mr a wamu. sum m ial m at.xssxL mmlw:r. evAV, msac Avvm AM PsArnr ruares mr u mu°mm uw NYnmtMl v wroc amw auv¢ xuarur vrmm uv ' PART OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN n£ I➢a< N4EP room IA 1N@i @Y(ImMm� aAAAnrASmm�s ,Aao . ®rmlm TuHN1<i TmDIA=r mgIII iNm°Rme'rn6v ni1OEmmvwml\®dr uumtml.s mlk� sv°urww �nmzm'�sm�vsm°�aosn°1 nn�elw.u�aMa 1" —N-30' IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS A v E m IFm uaS "O® N„wn,r. 1 sam[ am9lu�.wm�semre um mm mAnn nsvvxa Aur m sm Iswamuaxilmm< my1.. um ua v Imx-°auae rAVUUS Imml mu,sm amnm rm ra uue:uum vin,ea m eAnl'vwol wow'ouu o PIIQCIC YuYmnR (E pyE N 0m1 A wNOI m A9 m mm[mE mAI m I®mE nlC ImPAN1 Alp VS nE16R m Onrn null® al"a An GmIXm% ffm lm Nm ¢ m, A< O IDm Mp m'umYNm Np fA'Omin m 1EA6TE4H® a==R LLm Dm6 'Np�ppl A lw INE! W Af lWrmr9WpL m949IliNa mm611rm AHY i m®1 Yp OS�Iml fermm Am rI0116AgmiwHR nm¢n56`flStl mllw nC. ' fAmmn9 Dom mwlrm m nLmRn m InC An MAVAnm W !M rA41mIR m'a6 AmY 114P➢ nmlm 9wl DIIIS .WY mW12'.Nl@IM.: m 6PM m a= Am nRAm mKm@ PAr6m11 m OF READINGS - mlIIVtl AxY omt m 6 nnluWa] m n[ uarm RfY m Amml[ rl n[ pvmS fp rnI Gymrt 0.mlla Im®1 murmt cm mV 9UlL summg FDA➢dE QVIDCN `E N9 n3YJ.RN m91 mARi m 9ta/Q minV.lpl rmymm mR NA uYAa m nH W91QGAn( M m Imr101nIf V PAmmin l $UOMU9fQ1 PLAT , Onm. mltp[L 9Pl]. IAW m 9Yi®tn q�. IbaV➢s nuT G9 mf( 9WL D[ mY J.RIl m YApipiNl¢ m A pNpW. um uAem ALL llDlml spA99 m A. mf m mlYl u01.aC mAnAP m lot ONE AND D PAmI vmvurAE Am A91Utr m t1N'NL 1G Rnm.E x1. IIS..'. ama um uy um m vale nE lummwrn AmA N A mmuar tl[w u mml°A — - - - - — PAW EA O r GARDEN STREET Easy EAS mr mAS m rum EaSi SETOnIX N 86' eYOT E 35433' — — mxttvxu¢I ) :�It oAre _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _. On _ mm.r�mgyrp9i �ImIS _ _ _ _ _ _ T -: p1C, �Y 9�A{�Tp, _ rt IEVIA IAA1£:.1P P'x §P^SP•n. _ t. .. . A I ., l r RAilm MlT®pAT6 Nm�IEIn mumm n 36m11 to. mNmw w IAm1� rAtr 14 joy mCImac mmLLW q fm1C uu mr , u' P"I➢m GV2y tux, ➢jw._ I al mnmmmm mID9Y91b,9Ppl1 An N nE Nf® mM1 m g6mIL MnN1 py,(Ir l i myplr �,pyr�l NNm Mn CNfNnm 2mA® u511m11INn£ Mi1mIDI mAII1 tlmINAmm.T .ma rcvvsam wnnv9w na savw"rz umvAa umn mttv mmI HAS )E _ I _/" '° I Lot 5 ACA Nm iwrsMVmw.c�r a xm uwASm 'm�iwrzA"dve41-`..'SaA Ham i :: .ART Am ANAE b I w+un ® I I I I A'a"mm an ) uAilw av PNm.°Yieen�riAstimmr�s .°'YUim am ,°alr+rm AII °" ""m rlpaunF`- m9m..ml N °mw„ I I 1 l ) C "an umvu. u[mn mr 'L'. ma ppllwHo VIA, 4 s LOT Lr I i� I 9 Is I 1 °°" rum Pmtmous [RLSm wsms , as.iq¢i le I n"m v rumv I jy �I 1.352 SF I I I I ms\ WudfgGS. 9 it Il , i m) i 9 yj n mArz v aum) vp 1 0 mmnnImmuy v L8i3 I g I I I y I FOPA t\.\t\ fir, 5 �I 6,3m 5F. , el g: LOT 1 1 m ffiu+E) I E L ODYwm[m v veunma ff Awmu. "Can" z y. amrvr a. I AE Ama® n Manwmlm tommil l amusm. m AC nmA[n ou9usl¢ I' I D I 6,3D2 5F, mumu Iw ®1 wsw rot na mw<iwl v M rmmea tom evvaesmno pl B It a . mrzA Ar mmulmvm. rum am _myv wUlf mmAmm¢°1"ANAOCLIX. vemAx�l"sv uw°tuw°ui°ml�®AvnnD na msr m m[Iml m Ail9mImW1 m NM1'Am t men m our P 9101IDmAR WAA mYIAOE wmm9Q1 @°linrk ueu m muv vra nevsvvam Iw A wv m urz mm our ml essu{ Ir mm �i B �i [� vu ¢ muAUme NmsOl11 mat wm Fm liAnaml Al"1 vsmaN v vml yr<AC ; i Nusm rm m A®4rs NPI oomwm usalm 9lmmnm Innis Sa Asms 1p q wn a®am �I I I I I , sunDrull" man ° I uvsm svm.re m na AumaiA vlamr mr+ua v n< mmmlclwx v m<7 ) f'{ '1 It�i t: ""-j ! I c5uv6N ARiA I L OT 7OSdn AY a)a�m�oA` �.... �. . _..-.._ _ .__. I 6�OTL756F, � � indor f emv r-1, m"avmA¢rp NermAr c - ,mia' 1918 I rmnn r 1 ml AO-fT _ I _ OAAa r xo o-mm ,unlm uv w�m ne urlm mrc v AvnuG swavw mwmml. nm __mAr v 6 � L p. i -ylavmr �__ J__ un uvwr- - , A w"c9 C �rw9m9 _ J ll " � m q N o I r\\ msam �Julg _ vrin:.v rum . . nuova sw9nm vuavum ) ammo iY I � o I I y1 _ _ _ _ _ _ _ _ _ —1- _ _ — _ _ _ _ _ _ _ I nrY m n wAa T��s mmxigs�m®m n A< wrn v 9E sum oommm N n rs numml 3 I - PAPm AS ¢ H° na 1ALt M° R tinsal 0 u maroro - .S2 — _.._...� . _ ._-._ �i y'- ! LOTL AumE9 D� WWAAVAll FOR rol< nmm1 A, TTaVmI➢5941<II ' . L. ._.._.._s. _ r mArz v auna - .'-..._..- _ .. i um01� N sAla °nE ny[M,suEa . uw9s , um ImaY Apalammm9 amm v ramou)m) NaASYnTE oAm b seasx'bYN xm I I K11m10 DY nE °f!MY9t'fIMF9 v n£ mr v WmmL kn6V! (mlM. rs9ms Has I I i son 9A89 Am — AAY v � mm, l• UOT_�AAry i e O,�I SS. E{ I I I" _ mmuu Pma+mn m it , mir AMOMAL lm — I LOT 4 Yj' d d 6,382 SF. I ! F - j 6,382 BF. _ fuv lwu nmlE lY m UEr N APm m➢mauVtmY 1)m Nm Nn i tvu[. W mR mv mvm nm v n[9ss8r mbT"ffi N0 A�E m A mAmrt l� CITY COUNCIL OURTDGTE � a or G E 1vm+Sl Gv H Ia n a m ul®am'a m C aru1rr i Gu$m AA®KFIvmNA l nnls ySmvE lm mam: nu v a D AuVi;x l vqmAA$.p., y1 snrc w.m Muff L ee t MOAlf AND AT0 mYV ni w�1 mis®T m1rmY 9ui nvlPGw®I 6M M79 m MOUIVANY W. ,N N i A�I IrfE lutlfl v1n111Wl mlwm um lNINWL S4 ➢m � mY n' Ulm. ON OJOR ts^•°'' Now miusavl nP0Q9. ':1 sF ri ,r n PIDNIDETA; QATI 1 t' tjrtr CWNtt O" 1916VL TO AO NSI.HY➢(f W W9 mf Iif➢ Im RPSrn N a< gplp Opny Mm tlu,Ol£ FAZZIEIR 9W]91A1p IPa[ui n 10®Y n 1 I)I (j �'•' mlmmlk nN2 Q m6U1 mnNY. rYm[ Am 0AY m ) I AR 4G1 Ai M Nn m/<Im Aga lNim nn6 tNIL Nn In pn .y �.• . —� am Ynimmli 3dl(® AA 1 I .•' , � .2'J��` , NO. DATE flEm9011 110. DATE RE4@01 NO, DATE FIMMO11 111tE: FINAL SUBDIVISION PLAT DBnvm BY, Ovc ND ,t e s z/lA/M ADDED MGJTES AGRM EASENEl1T LOT 4 PRAIRIE GARDEN SUBDMSION SL �t I.A�r 2 - 3/30/051 REmsm LOT uuueEDS CITY O- YORIMLLE, I(ENDALL COUNTY, IL ��t CHECKED MY: scnlE CLENT: NNOHAM DEVELOPMENT CO.. LD 596 KELLY AVENUE an am[ am Man A„mv. mr. msm DAIS 2-10-05 BHEET. PAM:eu w, msms YORKVILLE, IL 6058D reo mp "a" Pon (nip mans 1 �0F 1 p AY,w mam wsa, w AAD.rAorcl (630) 553-3024 1 . STATE OF IL,L,INOIS ) )ss. COUNTY OF KENDALL ) SECOND AMENDMENT TO ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT BETWEEN THE UNITED CITY OF YORKVIL,LE AND BARRY J. NILES, DEVELOPER, AND ROBERT M. LOFTUS AND ILDEFONSA LOFTUS, OWNERS OF RECORD (PRAIRIE GARDEN SUBDIVISION) WHEREAS, WINDHAM DEVELOPMENT CO, INC., an Illinois Corporation is the OWNER of certain real property within the United City of Yorkville, Kendall County, Illinois commonly known as LOT 4 OF PRAIRIE GARDEN SUBDIVISION; and WHEREAS, S & K. DEVELOPMENT, LLC, as Developer of said real estate, is the DEVELOPER of said real estate; and WHEREAS, said real estate is the subject matter of a certain ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT BETWEEN THE UNITED CITY OF YORKVILLE AND BARRY J. NILES, DEVELOPER, AND ROBERT M. LOFTUS AND ILDEFONSA LOFTUS, OWNERS OF RECORD (PRAIRIE GARDEN SUBDIVISION), as amended; and WHEREAS, the Petitioner requests an amendment to the Annexation and Planned Unit Development Agreement executed on July 7, 2000 and amended on August 23 , 2001 to permit the subdivision of Lot 4 in accordance with the Plat of Subdivision attached hereto and incorporated herein by reference as Exhibit "A" ; and WHEREAS, a Public Hearing was held before the City Council of the United City of Yorkville, which unanimously approved the requested change in the Annexation and Planned Unit Development Agreement; and WHEREAS, this Second Amendment to Annexation and Planned Unit Development Agreement shall only affect Lot 4 as described in the attached Exhibit "A " . NOW THEREFORE, upon motion duly made, seconded, and approved by a majority of those voting, the following Second Amendment is made to the Annexation and Planned Unit Development Agreement of Prairie Gardens Subdivision: 1 ) INCORPORATION OF RECITALS : The above contained recitals are an integral part of this Agreement and hereby adopt those recitals as part of this Agreement. 2) AUTHORIZATION OF AMENDMENT: WINDHAM DEVELOPMENT CO., INC ., and S & K DEVELOPMENT, LLC, warrant that they have full and express authority to enter into this Amendment to the original Annexation and Planned Unit Development Agreement. 3) That, upon approval of this Second Amendment to Annexation and Planned Unit Development Agreement, OWNER and DEVELOPER, their successors and assigns, shall be permitted to subdivide and develop Lot 4 in Prairie Gardens Subdivision in accordance with the Final Plat of Resubdivision, attached hereto and marked as Exhibit "A " 4) The parties acknowledges that it is the intention of the DEVELOPER and OWNER, and future developers, to divide each of the lots and the commercial buildings to be constructed thereon into separate units to accommodate individual ownership of each of the commercial units in the buildings. The parties acknowledge and agree that no further or additional subdivision plat shall be required in order to comply with the requirements of the Illinois Plat Act and ackmowledge and agree that the subdivision has or will be constructed and developed in accordance with the Illinois Plat Act, thus permitting the recording of separate deeds of ownership to each of the individual commercial units without further subdivision plat. 5) The various parts, sections, and clauses of this Agreement are hereby declared to be severable. If any part, sentence, paragraph, section, or clause is adjudged unconstitutional or invalid by a Court of competent ,jurisdiction, the remainder of the Agreement shall not be affected thereby. 6) Any prior Agreement between the parties or parts thereof in conflict with the provisions of this Agreement are null and void as to the extent of such conflict. This Agreement shall be in full force and effect from and after its execution, passage and approval as provided by law. IN WITNESS WHEREOF the undersigned have hereunto set their hands and seals this <<4 ' day of 2005 . OWNERS/DEVELOPERS UNITED CITY OF YORKVILLE Kendall County, Illinois S & K Development, LL,C �� Z y BY BY: Mayor Richard Stanciu, Member ATTEST: •� ( tr: psi U City Clerk WINDHAM DEVELOPMENT CO, INC: ,�' •. BY: Richard Stanciu, Vice President PREPARED BY : Thomas W. Grant Attorney at Law 200 Hillerest Ave. P.O. Box 326 Yorkville, IL, 60560 (630) 553-0088 Atty. Reg. No. 0103 .5002 C :\Shared\Real Estate\PRAIRIE GARDEN LOT 4 PUD AMENDMENT.rtf FINAL PLAT OF SUBDIVISION A TEN-rnasmu Pwmmnv In¢m nzmm rm No murtm m ma ummm\ uw¢ ov m no nlwul[ aoeA rlayc uvnv um Hama v Emnm nwmsm mvmm IN we mT v rmavnE rum Am Aml ImA¢mE 9ammn um A59On Ymw m unas pmw. w na rur a �nnaw man utl mAeeum ummlr pm¢x"s9 ru a �) ro mumucc msrN1 rmwsm»c Av,A[Auv.E 9n{A,¢ ' smm. uuxrM xm anArz Ir6mt6mlm r9uvssaal Am 99rm1m1 nsvu um I)m umm nE vEFAm v n£ Haw IIMY a . . NUlY2 rAmml)' N1pm m9°Ir IYnVN A A{mlm6 mm{ Ym 9yq V m °q[ %WT II® Nm NL=r A PRAIRIE GARDEN RESUDDIVISION OF LOT 4 " ° ` � Mmnvmanmmm °` °® m �° � ° � "�° °' mmmuA1pimin nc1Em somnrn mm x mn m rmM ®,sm >mum mernmu umn A< 91<u2 v WI sm m 9rc ., aIbFa]u1mK rnmwr u Nm 1°mlr Ae319m ron Nv mw® ro n< mim mr a wamu. sum m ial m at.xssxL mmlw:r. evAV, msac Avvm AM PsArnr ruares mr u mu°mm uw NYnmtMl v wroc amw auv¢ xuarur vrmm uv ' PART OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN n£ I➢a< N4EP room IA 1N@i @Y(ImMm� aAAAnrASmm�s ,Aao . ®rmlm TuHN1<i TmDIA=r mgIII iNm°Rme'rn6v ni1OEmmvwml\®dr uumtml.s mlk� sv°urww �nmzm'�sm�vsm°�aosn°1 nn�elw.u�aMa 1" —N-30' IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS A v E m IFm uaS "O® N„wn,r. 1 sam[ am9lu�.wm�semre um mm mAnn nsvvxa Aur m sm Iswamuaxilmm< my1.. um ua v Imx-°auae rAVUUS Imml mu,sm amnm rm ra uue:uum vin,ea m eAnl'vwol wow'ouu o PIIQCIC YuYmnR (E pyE N 0m1 A wNOI m A9 m mm[mE mAI m I®mE nlC ImPAN1 Alp VS nE16R m Onrn null® al"a An GmIXm% ffm lm Nm ¢ m, A< O IDm Mp m'umYNm Np fA'Omin m 1EA6TE4H® a==R LLm Dm6 'Np�ppl A lw INE! W Af lWrmr9WpL m949IliNa mm611rm AHY i m®1 Yp OS�Iml fermm Am rI0116AgmiwHR nm¢n56`flStl mllw nC. ' fAmmn9 Dom mwlrm m nLmRn m InC An MAVAnm W !M rA41mIR m'a6 AmY 114P➢ nmlm 9wl DIIIS .WY mW12'.Nl@IM.: m 6PM m a= Am nRAm mKm@ PAr6m11 m OF READINGS - mlIIVtl AxY omt m 6 nnluWa] m n[ uarm RfY m Amml[ rl n[ pvmS fp rnI Gymrt 0.mlla Im®1 murmt cm mV 9UlL summg FDA➢dE QVIDCN `E N9 n3YJ.RN m91 mARi m 9ta/Q minV.lpl rmymm mR NA uYAa m nH W91QGAn( M m Imr101nIf V PAmmin l $UOMU9fQ1 PLAT , Onm. mltp[L 9Pl]. IAW m 9Yi®tn q�. IbaV➢s nuT G9 mf( 9WL D[ mY J.RIl m YApipiNl¢ m A pNpW. um uAem ALL llDlml spA99 m A. mf m mlYl u01.aC mAnAP m lot ONE AND D PAmI vmvurAE Am A91Utr m t1N'NL 1G Rnm.E x1. IIS..'. ama um uy um m vale nE lummwrn AmA N A mmuar tl[w u mml°A — - - - - — PAW EA O r GARDEN STREET Easy EAS mr mAS m rum EaSi SETOnIX N 86' eYOT E 35433' — — mxttvxu¢I ) :�It oAre _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _. On _ mm.r�mgyrp9i �ImIS _ _ _ _ _ _ T -: p1C, �Y 9�A{�Tp, _ rt IEVIA IAA1£:.1P P'x §P^SP•n. _ t. .. . A I ., l r RAilm MlT®pAT6 Nm�IEIn mumm n 36m11 to. mNmw w IAm1� rAtr 14 joy mCImac mmLLW q fm1C uu mr , u' P"I➢m GV2y tux, ➢jw._ I al mnmmmm mID9Y91b,9Ppl1 An N nE Nf® mM1 m g6mIL MnN1 py,(Ir l i myplr �,pyr�l NNm Mn CNfNnm 2mA® u511m11INn£ Mi1mIDI mAII1 tlmINAmm.T .ma rcvvsam wnnv9w na savw"rz umvAa umn mttv mmI HAS )E _ I _/" '° I Lot 5 ACA Nm iwrsMVmw.c�r a xm uwASm 'm�iwrzA"dve41-`..'SaA Ham i :: .ART Am ANAE b I w+un ® I I I I A'a"mm an ) uAilw av PNm.°Yieen�riAstimmr�s .°'YUim am ,°alr+rm AII °" ""m rlpaunF`- m9m..ml N °mw„ I I 1 l ) C "an umvu. u[mn mr 'L'. ma ppllwHo VIA, 4 s LOT Lr I i� I 9 Is I 1 °°" rum Pmtmous [RLSm wsms , as.iq¢i le I n"m v rumv I jy �I 1.352 SF I I I I ms\ WudfgGS. 9 it Il , i m) i 9 yj n mArz v aum) vp 1 0 mmnnImmuy v L8i3 I g I I I y I FOPA t\.\t\ fir, 5 �I 6,3m 5F. , el g: LOT 1 1 m ffiu+E) I E L ODYwm[m v veunma ff Awmu. "Can" z y. amrvr a. I AE Ama® n Manwmlm tommil l amusm. m AC nmA[n ou9usl¢ I' I D I 6,3D2 5F, mumu Iw ®1 wsw rot na mw<iwl v M rmmea tom evvaesmno pl B It a . mrzA Ar mmulmvm. rum am _myv wUlf mmAmm¢°1"ANAOCLIX. vemAx�l"sv uw°tuw°ui°ml�®AvnnD na msr m m[Iml m Ail9mImW1 m NM1'Am t men m our P 9101IDmAR WAA mYIAOE wmm9Q1 @°linrk ueu m muv vra nevsvvam Iw A wv m urz mm our ml essu{ Ir mm �i B �i [� vu ¢ muAUme NmsOl11 mat wm Fm liAnaml Al"1 vsmaN v vml yr<AC ; i Nusm rm m A®4rs NPI oomwm usalm 9lmmnm Innis Sa Asms 1p q wn a®am �I I I I I , sunDrull" man ° I uvsm svm.re m na AumaiA vlamr mr+ua v n< mmmlclwx v m<7 ) f'{ '1 It�i t: ""-j ! I c5uv6N ARiA I L OT 7OSdn AY a)a�m�oA` �.... �. . _..-.._ _ .__. I 6�OTL756F, � � indor f emv r-1, m"avmA¢rp NermAr c - ,mia' 1918 I rmnn r 1 ml AO-fT _ I _ OAAa r xo o-mm ,unlm uv w�m ne urlm mrc v AvnuG swavw mwmml. nm __mAr v 6 � L p. i -ylavmr �__ J__ un uvwr- - , A w"c9 C �rw9m9 _ J ll " � m q N o I r\\ msam �Julg _ vrin:.v rum . . nuova sw9nm vuavum ) ammo iY I � o I I y1 _ _ _ _ _ _ _ _ _ —1- _ _ — _ _ _ _ _ _ _ I nrY m n wAa T��s mmxigs�m®m n A< wrn v 9E sum oommm N n rs numml 3 I - PAPm AS ¢ H° na 1ALt M° R tinsal 0 u maroro - .S2 — _.._...� . _ ._-._ �i y'- ! LOTL AumE9 D� WWAAVAll FOR rol< nmm1 A, TTaVmI➢5941<II ' . L. ._.._.._s. _ r mArz v auna - .'-..._..- _ .. i um01� N sAla °nE ny[M,suEa . uw9s , um ImaY Apalammm9 amm v ramou)m) NaASYnTE oAm b seasx'bYN xm I I K11m10 DY nE °f!MY9t'fIMF9 v n£ mr v WmmL kn6V! (mlM. rs9ms Has I I i son 9A89 Am — AAY v � mm, l• UOT_�AAry i e O,�I SS. E{ I I I" _ mmuu Pma+mn m it , mir AMOMAL lm — I LOT 4 Yj' d d 6,382 SF. I ! F - j 6,382 BF. _ fuv lwu nmlE lY m UEr N APm m➢mauVtmY 1)m Nm Nn i tvu[. W mR mv mvm nm v n[9ss8r mbT"ffi N0 A�E m A mAmrt l� CITY COUNCIL OURTDGTE � a or G E 1vm+Sl Gv H Ia n a m ul®am'a m C aru1rr i Gu$m AA®KFIvmNA l nnls ySmvE lm mam: nu v a D AuVi;x l vqmAA$.p., y1 snrc w.m Muff L ee t MOAlf AND AT0 mYV ni w�1 mis®T m1rmY 9ui nvlPGw®I 6M M79 m MOUIVANY W. ,N N i A�I IrfE lutlfl v1n111Wl mlwm um lNINWL S4 ➢m � mY n' Ulm. ON OJOR ts^•°'' Now miusavl nP0Q9. ':1 sF ri ,r n PIDNIDETA; QATI 1 t' tjrtr CWNtt O" 1916VL TO AO NSI.HY➢(f W W9 mf Iif➢ Im RPSrn N a< gplp Opny Mm tlu,Ol£ FAZZIEIR 9W]91A1p IPa[ui n 10®Y n 1 I)I (j �'•' mlmmlk nN2 Q m6U1 mnNY. rYm[ Am 0AY m ) I AR 4G1 Ai M Nn m/<Im Aga lNim nn6 tNIL Nn In pn .y �.• . —� am Ynimmli 3dl(® AA 1 I .•' , � .2'J��` , NO. DATE flEm9011 110. DATE RE4@01 NO, DATE FIMMO11 111tE: FINAL SUBDIVISION PLAT DBnvm BY, Ovc ND ,t e s z/lA/M ADDED MGJTES AGRM EASENEl1T LOT 4 PRAIRIE GARDEN SUBDMSION SL �t I.A�r 2 - 3/30/051 REmsm LOT uuueEDS CITY O- YORIMLLE, I(ENDALL COUNTY, IL ��t CHECKED MY: scnlE CLENT: NNOHAM DEVELOPMENT CO.. LD 596 KELLY AVENUE an am[ am Man A„mv. mr. msm DAIS 2-10-05 BHEET. PAM:eu w, msms YORKVILLE, IL 6058D reo mp "a" Pon (nip mans 1 �0F 1 p AY,w mam wsa, w AAD.rAorcl (630) 553-3024 1 . I i ll - - - - - - - - - .- -. - - - IN - - - K c; SITE PLAN PRAIRIE GARDEN EXECUTIVE CENTER U141WO 61TY OF YORKVILLE KENDALL COUNTY. ILUNOIS GARDEN STREET _ �f main m rR vun ] "OLSIRRIN SIHi - CURB INET PROP -R' 0 u D EAEMNi T/"n.39 LocnnON (r m CE RO O�A INV (N)-674,10 Y6 j 1` 61_20. WV (5)=67 .20 I V SA-0 EW$1NN0 � . ' aaar nzm LEGAL DESCRIPTION s6u ux W7 !} Q .. \ A6`5213" E • ; X e LOT PnR PRAIRIE GARDEN q BARiFRW a R Ma6BLe9 N 88' 52'07" E 354.73 : .SECTION m.TO1N SHIP 36 NOI RANGE ] :.0 AOP 5 CPVCREIE SID WALK C l S CC [R DE IAL / LL CAST OF THE THIRD vR111GPAt VERIWAII, r ` - 5 IN ME UNITED Clil' M YORI:NLLE KEADALL 1 F -+ CWNiY. IWNGS - -I I I -r I- -. I I ST-0 , "..`_ \ I I IaMl( OASIN 4 SHE LOCATION $TWMWAILR CATCH 841 STL•RMWAICN pEiE113 BN�� I I INV 6]156 ] 1 E /` OEENUOU / nlcrsCS L \ CASEMENT I A I EASEMENT I Ecnrss : EXISTING SANITARY SEWER INFORMATION 1 n LASEM 11 Q 51UIEIhIAITN 1 r»I \ - �,.�lOv �9'[ l ITEM SIZE TYPE INYVO RIM AO RIM INV AB INV WV : AB INV j .1 Ell / I \ : ) OETElI11G1� T I] \ it •-� 07 1 E pEI 12. m P {�° I LOT 5 SP O 9 LH fl 1530 681.89 601.81 fi]I J5 6]1.65 W 67185 < EMIR S EAS4ILNL 1 0 -�•�.� 6E 6J2.>9 : 6TJI E If I RAP"�z. 1}� �1 l ra 151 '. I (T.28 A0.) sA 1 4' MH 1 _ R-1530 SOO 6041 601.00 6]269 6]2 ]I N 672.82 E 5]' BLOC SEMACK SA 2 4' AIH R 1530 6]9.12 W8.20 6]619 6]410 W 6]4 36 6)417 HE _ d �� - "j°/ I I I EXISTING STORM SEWER INFORMATION p I aom /7 B '1 ❑ ❑ L (`IT a Y ( 14 1 ITEM RIM AS BLT INVi AS BLT INV2 pS BLT INV3 ' AS BET NOTES: JUG¢[5 L l,( y : I STD 67.4.41 UNDO 8]156 N$T3lE) m13yVE Yl ' 671 W{SVI) 671.15 DIVIN WI " ST1 07&W ` 6]811 671 ]fi W125 LVp -. GIN JO�) m1A11E) WITH 4'RESr GC � [ASEMENT p iT=6801 2. 7¢ AC. 1 g" 1. ! I 1 ST-2 6744D GANN 6719] 671 WLY/) 67187(E) fii1.9T.(E) Q Ell �_ _ f / ye ❑ 1 + STd 677.10 ` Bn16 fiT213S) 61 0) witu ) '. 71.93 672 13 (E) 87198 �_ T 1 ❑ ' R AS-BUILT I a• � ' I STA W710 : 6]721 6R 32(6 OII130) :' 67229(N) - mmaRO w (-1 A 'S \`/ 4 Q FT 6]B Se STS Bn.10 '. 6n 11 mz St (S) 67251(5) 61z41 BUT mz62R0 tlm3 I S FF bozo � . & E �� '� T _5 Ia W NET d- 'O 8 E ( ❑ 6 h W e ❑ I` fy � 1 SEA CET45 07.16 72.82(E) fif69(E) Brzrz� m2.n lwl ff.0 NE) III DO UZ70 QI o .TK „ I I ^' I (3 , U> 5n STa 61545 6».O 6]IWI 014" ) mzaz 672.92 �� aY aj ( g I ST9 b»]O 67172 613805) 67389($ ' 6]3TO RI1 673690p j w H 'Y' f I ST10 RESERVED k Z •l I �= l t 4� �^ BUhDINO "B= xaE mla lR > ❑ . y' uw y. r h 1 91-11 61460 andm 0]245 WOO Ufa W149 IN 6R 35(E) On 45(El y Ca'' / ❑ . _ ❑ JJ !! M aT 12 m90D mB 96 W5921S) 67603 ) 614 @(E 671m(EI mb 02 6]861'» 1, 0.I I �\ a I \ N . 1 I I ST-RI (THIN . mBdS EL115) 67815 67801 pTI 678]8 LET 0 I I E� T- NEW) on : I I fmamcvM(ml STN G W - 8)951 6]636(9 LM19 SOLIDlaw) Bib X1 67631 fi]651 ) i 'I I ❑ 1 5715 W083 L°099 0/1 MDO m]]BIW) 6»120127 TON THE) S 1 ItlA ❑ Saw � . - $T 18 W095 - 6709! 67795(E) m]WIE) 1 QI A IA ?� 1 : $T17 me 12 INS I uml.u¢Iml 5718 mBW 619W 8]505(YO ms06(W) mI 85 6]9 9800 REMOVE t ST-19 NOW EW 19 67850 (nl IT 1 P Af i1Vlt➢INC 'A' IYO 6]631 N0 8]620(E) 0)819(EI m6500fj PLUGN WV 1 fIR Ix &IR131N0 `C" y_ j+ . ❑ : ST-20 BB040 6W SZ 67].40 . REMOVE QI a I !1 iN6 •! A 1 Su I pM "T " I ST-21 H1.W 66113 6»s0 6n 41 LV0 On dO(E) m7s)IE) E-7 PLIIGNwV OI :p LeoY �` L.. I I 1 I ST-21692W W216 5)850(W) 67BSfi ry✓J ] 67810(EI NEUR (E) 950(p PLWNW i 111 I } J O 1 � I „ r :.w s.L�'-.• " i. : 1 a A y c 1 Z 6T25 Bezro 6B2w m970M) finis r Iz t @ Wz ' bAt 1 1 PROPOSED STORM SEWER INFORMATION NFM DESCRIPTION 1 RIM INV K -ill l A a �JIO �nIHY CAN u� ' 1 I � _IIIG LSS . L - 5T-26 T INLET WTH R-4340-0 AROUND CAST BE HUPE 65115 CUT EMS] HDPE PIPE R TROUT INLET Si INLET 41M R 4310 B AROUND EAST W ITEM 67965 CUT EXIST HOPE PIPE 6 GROUT INLET vise I CxYLIENi esLS L T o �ILI iF S M1 �g / INGRESS t i µ N a EGft65 (-_ EGPE55 EASEMENT �° Fj.SEIACNI R. AT V T ° EXIS M STRUCTURES LEGEND . IITA �ELEVATION ABEE VATICH ITEM LIFE Ell )I 600e a 62A' ST-0 Ell WATER ONE FN P2 6028 RL wLn ST-1 4 CB AI LATER RIM 6A13 111 15 _.: son ry Et MnI € M n I ST-2 2 N ns .. °x rtrSmPrm ' • I �I I-QT 6 ST-4 3 CB STIXE4 LINE it p2 NAi61 RIM bA.11 Qm .❑ T ❑e ❑ � CI ❑ R ❑ " . •❑ � ' O e ❑ ❑ ` ❑ I ❑ ❑ ❑ ❑� N I sr-s 3 co LL l3 6116 RM 6m.5B (0.90 AC) ST-6 3 IN mN 1 �p e rc. Bois i oo I ST-] 3 RI -,all SUN ST-6 S Ili J� 4 SANITARY LINE Stuff, Kavr O I ST-9 3' CB I v �� m plaw"m m e M ST 10 RESERLT11 FLI A,111 (iwj 1 I 5i-12 d 114 Ce O AIANxOIE DRANINGS IND" I.. T. H`V1 en a+� ,f! I ST-13 2 IH 1. SITE PUN p \ \N. ST-14 3' IN -'e �- SILT FENCE 1 IlyNfnn�-� ST-15 2' 114 2. GRADING PUN ST-I6 2 1` . DRILLING TE' i ' ' fF = 80D.9 ¢ I_ F ST-17 rs 3. GENERAL SPEGFlCARMS ! MIIUANO 9' I Ya / I HE = 682.4 S 8 1 I� Si-la } uu \ $ 111 $ 4 Iu 1 [AISTNG Si- 4 S4NITARY SPECIFlCARIXS I HE 3.9 : I ° 1 19 3' IN LEASE Si-20 2 IN 5. DETAILS y O.W.. ! 1 UIVmI I 1 '}5, I TOWN 'ST-21 '' IN :I FD.DD• 1 ISI 20 D DG 6LIDeC1 I I- I I SIZE ST-22 IN U. DETAILS 1 f 9 I h D LA IACIN HER ST-23 3 N ® U U h 0 EASO�LNI -n - V-K /- ST-24 2 IN T. SANIURT OETNLS WN / 1 1 57-25 $' IN STATE M ILLINB S) ELI lace W is' z O I I2 0 L ra COUNTY OF KANE)(ss e "u El l^ztlez 93-6r"F:s.1�'� zal -� , � 11a -') BPL x I2{ A z -I TREE Lulj _� HOPES FIT C STaEL . 1 �. 1 ALL DISTURDIM AREAS TO i HERLUY COREY THAT THIS PLAN WAS PREPARED UNDER M\ t.wrt .N� I -L yn l . . g BE PUCEO M FlNAL GRADE DIRECT SUPERVISION AND IS IN SUBSTANTIAL CW FORMACTU j AS SOON AS PRACTICAL \NM THE APPRgEO SU90M4pV GRADING PWI En W � , I- N 88'52.28° E 379.78• ' DATED Al AURORA, nupols Mls o_ onr N 2. TOPSOIL PUCEUFN $6.D BUNKET TO BE APPUm i AS SOM AS PRAC ]CAL 3. MONSOON CONIRM TO BE LALVTAINEO UNTIL ABUST ID, : RICHA O A. SC FFR N PE. p 062 9720 EVES R Z I 4ECETAnON IS ESTAMIS4ED. IA DATE RMVINUT1 AD DATE REVISIDN HE DATE REVISION TITLE SITE PLAIV DRAWN BY C.P IAN NET 36$7 1 4/23/2009 REV vniER SERVICE AND PHASINM 6 2/1/05 175E REVISmuS PER OWNER PRAIRIE GARDEN EXECUTIVE CENTER �$�� 2 5/28/2001 REVISER PER CITY [OISIENTS ] 3/30/05 REVISION SERVICES FOR BLUE E C {y OF Y01'kVllle, KeTICII COUOty, NUIREI MA D 0 TE$ CHECKED BY, RS SCALD 3 n/25/i004 RLbISEO PER CITY CONHENTS U SVOYEYORS GN��j/" '[[R : ]• CLIENT' \JI HI m Development Co. A D/a0726o4 PE I D P[N <oxHENrs : 536 Kelly AUTI Yorkville, IL GNSEO Na b r)u Iy� INS 1�YNI 4 9wn BAiD 3/30/05 SHEET :1 pF. 7 5 1/25/05 ADDED /v BUILT VI IL I IY INFORMATION. REVISED PROP U10G5 SOUTH HALF PATH %n (630) 553 30PJ i m,T GRADING PLAN PRAIRIE GARDEN EXECUME CENTER Y uw.ss : � ! UNITED CITY Of VORKNLIE, KENDALL CWIJIIl ILLINOIS O Ij GARDEN STREET _ _ _ - ALI tiazc , ) CURS OAST PROP SHIA a/c-�n.as Lwenai : 11 -N-20' . �— INV (N)-674.10 ,b x r CURB WELL INV (5) 6]130 SAO s` I V HIE- 05 CYISPNG y;1 y` /.1 �} ,, (J �� / - / IIIV (li) 6IO 40 SAV uH `C-.' V ° N�13*52'13" E INV [s) 6m sD wu RBI B9 \ ti N 88 520 " E 354.73' '. 74••0]1 - ` "PROP Y CCNLREIE $b[WAL y_ -✓ a 9 5 —B I I CATCH BASIN RIM 67441 q{�y' IN 671.56 J IP A9 _ Iz 'I 1 LOT 5 011 (1.28 AC.) ' -- � r - _ _- J I_ CI - G)' BLS . SEl RB CM-° �fls �A �' \ I I LC T 4 Ik 660, � .7 AC. ) g �. LLI� N I i & \ 41� g .� ry ° f�s'3e5e $`,�1 Or Colo €1 _. t s ❑ G "x I QI #II 11 1 B o i By j� I �!J : $ ``� BUIID�NC B ❑ yvc ` g - y \ III ❑ e ::: � r- S1y Il LEI Ia o rl x n ob' U / ,I *ynm O 1 ❑ 1 I IS iI {. I I >..n. IwlLOn+o •e : q +a-3.A9 <ry _ 41.- ,92 'k I i i I l � I V' I 1 � I olei Pe j I! / - ` flf a° .fl�_ Y� / \ Ifl I It MAIM p ( T. ` fi rr% �. s- i8 —r / v ee r 1 r r -. - ner — _ d s I9 R -JEV - fl ` / , ,. i i .� � $ _ _ �• €_ - Amy x i* I a° LOT 6 ED, ❑ ❑ ❑ s° � i❑ ❑ 9 o i (0.90 AC) v 0 l m.uIm %`A- - t I i amRLIB ss - _ lI :I fro �\ - , s -' Inn g ELMS 'P 1 �' 1 B - _ e 66us I _ BVILw6O .4 v Y M NM6 b fi 663 i -- FFF I}° ```.\ .W. --------------- A �Ir e i LEASE I _ _ _ .er>7- I TOYER 6.00 O ,- `'� zo Mme SLIACK - - . - \ ^,\ SITE ua l ®. 3 Nn' is p - H i r .�" -VL"—'6iv�. ✓v� °" C�: »e w�['l�z�E rc E. yO, EXISTING GRADEUR e.� ( rR _..�e��T— ---m FLOW ARROW mwwe �. e N 88.52'28 E 379.7b VV I mify, b OVERLAND RELIEF 0 'PROPOSES CONTOUR PROPOSED GRADE 740. DATE REVISION 110 BATE REVISION B DATE REVISION TITLE, GRADING PLAN DRAW14 R C.P OVG No. 3687 I V23/2661 PEV WATER SERVICE AND PHASING 6 2/1165 HISa REVISIONS PER OWNER PRAIRIE GARDEN EXECUTIVE CENTER 2 5/28/2004 REVISED PER CITY [OILtENiS 7 3/36/05 REVISED SERVICES MR DLOG C City of Y k ll Kendall County, IlOnols LE NAP A AS50 TE$ CHECKED DYE SCALE 3 6/25/2004 . REVISED PER CITY CURRENTS CLIEN➢ tAHD SURi[YO�CML [ NN RS ]� — 2O' 1 Wl Tdhm9 Develepnent Co. 4 9/2012004 REVISED PER COMMENTS 566 Kelly Avenue - YerkVllle, IL 60560 SS S°IB6 ^*'• IEe t=-Be=+N BwaB DATE: SHEET : . ) rolrlos Lw> .n-im 3/30/05 '2 OF 7 5 E/25/05 ADDED A'.DUIU JTNlr INi DRMI REVISED PROP ELMS SOUTH HALE PATH Ax (630) 553-3024 mad Ne GENERAL SYECIpICATIONR mThequality M1 a sq nt. The quantity six" dud Mess they ore adjusted by D.PROTDCfIONOPWATERb1A1N5 AND SERVICES 1 w 2. rkeauw Me local Wmlo commerce shalle 72h advance Wglmaug mutual t of owner uudaanpfa. The requmtor for panmfen of a Iu squanuw - I WakrmaWO ieelmushall Wlddmlemtl0 feet germinally froth my mnnnng Or wrodawNm Nepobl _ '24 owsa day, ewy,day until shall ensure is mint' od. ire ran si<or t 1."to]I and Spolialslx f lions and Bride by fcaaem Neproject eofIllinoi ohs, no contractor torts for to maeucaofIependent muonviAcavontions. paw,bid. mposeddniorem,Caere;can, comb need sex mmmion t]provide mounted ImFous,odv every,do 24 hour day of me : 1. "Standard EWCifiatiom forRmd and e'od6 C sladipn",by Me Smaeoflilm„ .`. Thecuna I i enCOUmgW lv nneke lhhiMepcude temfsod calculations. Water nimna or ma be it at tO fret to line coMiliom p y ry_ y pled 1h nwefpr ' D[ iOfTMM Anima.commit crtlm. s Y - : any de d WI1 VF I Nl . dyb m tchrim uC MalpawdP P° 18 imi abovet ecnsim of 10 sechh e e The s Mad I by t enrol m shelf Wlanow "Pa requests f equpro(mgo maketese up devices Sold Ovemde Urc "Standard SMMatE merva el ill, Street M Coaxlrvcum mlliwms ,by Me Illinois 1. EXTRAANDSPECIALEKCAVAf10N lOo MFsa the< am of Ole File, dIh lower nable the 1Rtthreedcuncmrotown. scary lvWyroalednlSand equipment to make these mpnw nalMn2hour from WeUmeof � Soel1 inch Man Manual ffn6 mTori d,Cannot dYon I Exwm v 'a NC Orion ofuad!mid enenm mW capable le man Wlor the rooPay "O° w6gaskets,2 Dvice Shun Pipe PVC pipe enisat re9 tie ens for \atcr maws. 3. Tralse -3. 'IllSlanwoal rn Uniform Ta➢iCCmntrol DiausforSVeeu antlH ways'mdillinos innovation e, laapanlbo "I notify mmee ondreplaced - extra excavation Pdornm as least 10 fee abov lbe fah ) 3 A I , 1 IIWI d flat at Y c J Trials aWemseProvided,vl leace one lwmofw0'csl all W t ,vd at alt aanesonmads I, Highway Sl dWel'utMb a violent edition.and rkdme,Nacomeld romor coov endtnply die c Vmexazaatim Nanadmilly. Croaxtoflhe se 1 aorNircro d laidaenl xpowated iii mange reel glemin me public.done I ecifiww providedonffcmn'aplsLnll hettm dared imide nvl to 9. )Slandudbp Resource trgodst aaudS M Mehl COnwl , m,eraion Nmme,ca Ak otwil traril Reldmeysive An cook and apply die xf excavation awl mm Wllocimb horimver nithum the"a orsewer brood wdalenonser. train shall be ttnmrcd over ' ll Illinois Naval RCSOmfeService Cenkg nsi Shed by the U.S.Soil Conservation Sella,el al, Ne mnhed . Ttv anlroctortmderSwds thvtlhcet snpongdaiam Y ) 6 mine Wing done rmspec specified in common. 'I 5rant Wlan. does notn I Orwell h Y I d ) is and 3. local o 1 Dal ant the Anne e J I sa x . ? Y P 9 nbq it cl (path JI Pam to W dal parau t shall ht J Nm : D.STREL'T LIsshallNG i STSmdord Spttifill Runwf ivol Seen Use Ne Umld CpnfY A ,adUwuld,UOn 25pectoSe you is the mm vat arned,nPtemie war kern,the contractor Namm�ti its aroxnvnlleas118 mrhes Yriticml) Wlow the amertofUml marsexpn wlrcnever they ' 1.Slrcell min shall required dmcuwntsrnucmlmvd Ibms of rim 6BYwlainnsfonalSwy Server Cn Seven Use Odmww',CUtrent Wlliou,tnJNe°SYmdwd reroowra end replattdwM variable tmisnal'-0nor to ute dongihcanvacmlzhveno Use eel In nddilipnnthem re n<nu tW 'e We drain oreaarsM1alibesn rtcJ to rcscvt Gl g Y . W Y Y u PW . P JJ d I I bcnc) ttd lord dttWCromJxm). Thenobs ofthasuat LgLUngwbcrcby Spcfil for San,Im} S Server Conservation the YOdvtlle0nslolSw,tvry Dkmd",` thekandaU lU ycal xrsr rks hu) Th g vllfeid mwsurc WO : selUa,en1 Ida u,tealadaon work and apply Me w and t i ponided UYtL w l k The shat shill notary Netsfor Ail c t]man 48F P Installation. ordering 3.The prl pd II match e requirements f N w d ` ti P I N CUNDERGROUND UPILIT)'INS IALLATIOY contractor shall Submit catalog rats fordlmt Ism Neengmnrfor oPWOsni pnodo ordering GENERALNOTRS toval orN economics material t I f I slat)notify U g f l Th Imdn h II r IIY 1 d J i. gm 11 t J f IF Any rand a The I Fm 1 1 oN the roil tNeonner ., g w Y d : loml,w agdsle Uon Pnovothecoan ebonohL¢Pmmd Illy tmpmwmena Any " 3.All street light xve Crossing Nell Win PVC, SDR 26,9 mch conduit,ornsize nryvued by f 1.ve Ivmmdwliexamine Arengmrenpg Plammd bid. Tic wager or Owner Shall attenuation;for N<umintbte which may rapid time ztabiLVpop llusmamnai stall mlCrfeR tasLallbzbroaghflp Weann ten oftbe SmaImmediately, Nc almdcaiilf avm an Theslare badlW lard al leat2f et Wimv Umbollom ofdu imut PVU rcpoq dvisit N pd I sub mining Lid TI rib ah IIW hfvlJ measwd by the engincee 2 The mmmatorsLag ammedavtel of W utWC ornwofnn III damaged ordin,ubed ) p Y P notified t of my Jns condition Act would prevent elderly completion of We y.. > Y Yu Y restrict b d eAwl lcan2f 1Lgond Ntb doflhearb on Wth atarofNeshp[I. Th<entls Y N Y P Y P during wI The ronundorsM1all pwrm) eust existing age de Oramed,l to We b.W A ➢.CMDINC f0 de andl be ➢IoW pre are= J UponromplS honofwoN,Ihceonhmterahiltpmudew,esaoftapd Iffiese Or 3.lDC contractor shall Amin my noccasomy not previously wroc applied rb) Ne n 1.For Mention if did namme :andurimdopproprial chop Cm,Wlvwa stallbe enublisheJ 3.1l econwdp 111 mmimmall Jpahudwing Construction,inami ug Jvxahmblom cdnavin s:Wali shoal the lwvfionpfagwJx bid xv,n relalnrt lb property c past the intestacy bonds cart WY rya ttzwry la f Th will obtain any curly asf bit mdvwinfaiaedd Ba sWeflaa n to J a The mnlrim atoll maintain We to ofm licit mar chall ast 2 Ant g mO 8 P P Y o b PP s P Y Y id nnfiaLla locations. mm or necessary mate a a< R w m ssfuc tW work di site. 2 veil ram owerr eehall W maintained e Iiwnm muY N PlaPC a 6 dmng mnslmcuun iodudm6 Yf y S B P Po: .dC b N enf. TheCOalwmr hdlmwvLwpmWrsm - 3.Owner, ftthey,dmgmtj wdable. no Urc Corwin Fh faanePiora tee and iciaues to We Pmruiingnslum apact DvmswNngmradcredmmns d aageaeraltawetmi cur 8mvel anwvtw. ; Lnm STREET con TEIGNS :Oxm ,mlbeYbcc ante Ail Pin Thoornarwill fmshdau nanrzslthemmuc municipal O:Scond<empuct the le uusa gdo)On Mnal ndtwem Mat may Jo achieve excess wells,whichaycause e i tdlTmsiemorimarequire Umsv ofreR mspundiniedn• . - Y J p g. . ) _)_ W . b fl '[beronwciwshml supply and tmmll stGet buand nbuL fury wgmmamdmtanlL NC ' IFepbe memmlaM1k Alhsud NaamtdatW ilea n¢tpnlrys. pec,fimeon?sMilbedone too acwep In1. Add wear to AT macndwomarmtdJUnthe too nuadatatmach me xplls,whichmy adiAbtim oN U.nchianl6 Tlaaro N,I O,wuldbepuund to nudom -byltnois Mamen agency. TmRc CUnuai DCYlffS for Simais andlli hrn v"antlma r Th civil" scI ebra I f:.J NN DPpf e W PIId. the recreated WU larval no Smelte witn2b rm OoI ele meaeovid heavy b ) upon. Tlumverwill hduletM1cneasry pre<ortn coon ma4ng with tiara,ncapulww. Jdl 4.Spread ad mp,d all CUesW Is lagerdm completion ofUm tuda MraD'wPPOns a -b) thl Multifilament -: - N, p mmwd equipment IpsoldotIh2haed closer to and Piles of tJmF dhry ';2Existing cur Miss honeJushey mu gas eonslmvuot l Slash be Lnl I and sib aanimcimz. S. Rough RAwl Bending a fullbcoll Im-wheel back wifth for pr a diverqualt not reOCdepth ofMerm Ne top of Pay e uon,broad or indicated,than Tempomry signs gloyo the completion of of"A. rsopdo Finaerw the mestbc4c replaced J.TL coma lorms.Jnotify l.jurisdictional ar cri Ira eNe I pd etbot bng S.no ddlVmntofOle cub addl[pxbeete ksnoulafrWlmb Nepalemenl sub- S.no MSMMand Safety Act ofOloSNClofWh '.W and ones Vnorl W FPIel,ovafxotA. M1 y V ) building are to rmens,l.11 Lk. TheOwnerOnitaydsmn and lbenoetn calculation,ausuwho 6.grade ncmighwr may Placement comlaiisunamm in Selected imps. Appal S.no and Safely Ad of Ole Stole ofiilinashm sped mind remwls fatmmpuraq and days Fare l N rim LS oral Ilmoa rrrreYp J 11 tsd B v:vlm 6.no Y t NI f ungmselauaarcav Approval ohlcNSamcaf Showing and tramocing ofall branches deeper than 4 feet, hall aJ g Spent fie mN,ods for various ILS11=1 TREES may p J recoamuidafos on Me sWlabitil) of mi and•atkmannbap subgradc by die Juriedmaotel agency shall be required prior to the placement of tire base course ad time.The requirements of this law Awl be followed an o mimmun,. no law tilt { I.TFeranuvdorshallm 1 and mMl healthy and ro d rimed tree. Tc reestecimems S.Tile waor droll have his Possession Ont J byte a ropy of the plans spm,fically aodpmocom l The oanmemr Anti W responsible far the cost of compaction(intimidated rely secacrnends that the mnmmor most the wrvces are hwdu,d engineermexanrme Me soil w ns PPY ) P pe YP . t mdked t 4u1 "and II pal I p. I beginning xprk P IumlocomplppW eassary corrections mndvlers set ofer factors loRuearing tire desgn oftcn)pomry sheeting and bmdng tobe : alronld be as aggald and located OnlLelmJSaapeplut Nis pmvtma shall be considered just cause to slpxik 7. Pill shall Impread slid compact behind the curb and gutter aHenls conewebon and pnort0 : aavmfat WenymrementsallNS lawtre otlnquma'in adNllom all polar federal requimmenls &SIDEWALKS 6,Ile g will provide U I I t-th wasot ofixtiorill l d made makes,at the placement oNw base bourse meanings and local Minmccs weeks or building codes relating to temporary support of trenches and OI no molar shall consumer the SdeamR at o common areas and Specific area as noted in inctuallyaganced Afteft,for the praspir execution and council of work. TW contractor Anti excerivathilis arc ohseried. Owmeaftefirriplawo no aidvaulks at We Individual loft idil be tile nelponability,of the Lmse wanly the Ines and grades established bythe vilinanor prier m tie start of construction Any E.TOP SOIL PLACEMENT 6.Ti COAPCWT Shall r use any sell matafth that way,b ncoumrew at mefilm or amq,ve , : builder cad hill W constructed rang we home and all oflh associated utilities we installed and lomm,or discrepancies shall be reported to Me engineer at man. ).All Folkways wiflain street right of ways mid detention ammshall be fine graded to within+I and elevation to v depth afar locos lf(below Ne hinflim offlon exputred excavation,and the I aionhw is Fanpine. 7.no contractor Shall No milamible for Me means,utd6dg mebilqua,urinia : Iinch of[he Sub lop soil giode,lndudmg bazl. filling behind all curbs and around all slmawah Nrn Wekrilled with Wdrmg;calleat that i5 rompmflol 416inch lths arced safwnalmci on ThesesL it omply oral tllimvs;rvlCS,aBI ns,oW nmaz, aprced Pulverized rap sod to a mwmum oddness of beams. All foreign matedats AnDW ZAngaing Wi LNe root s)sis, dmnld Prt aushnbtvesttWapaW pf4l,ILLies Trees cartes N PPL bi Io IM1t nuarto (pm f 6 dpsrf yl6 awed dmposd;ofp NI) Topsoil H alIW samadend isids CI i mix and Mattered or added, should W planed to prevent conflaunfififtin damage 8.The contmiclor shall pmwde see ranking conditions lhroughomtle silo dating me Sulliewat topsoil shall remmal stockplW for fun landuaNtegv rmenis. S.All Iwuchin undcr or within 2 feet of Guy existing or proposed Footwear,irb,dmmtuy,or perfumvunofUm conaaefd xrork Tut stall f moan,bss rim limit it to,the prolafo t of sidewalk shall W We6fillcdriN Beltttvcissla WCk-R11. Select Imaich back fil sM1vll CamiSOf romWamn ha rds w,Nbmadem the trmoid ofdebns,mid keeping of public mmm clean of UNDERGROUND IMPROVEMENT NOTES CAE,except for%arm uxvis,vabda sill masker of CA-7. omm1 diurnal db : " 9.Upon Camplel U wIriwtl Randall 1 p. N tofmovdd outings e 9.The r I Idlb %a visproval I the B al caudiricer fur tilt Ila A.SANITARY MAINS AND SRR\ICES Tlwercrow de gshort include N location fall .somflusey yws borrowed ram me NO items pact On hisholatfor The Coll Imcforshtl ten material or provide samples for lem,g, 1 Sanitary lower morns and senvesdmt be in staled in invord once with the'Smudard nmrall doiamdrevm Mai lel water mass tees,losses and Corporation MOP fineastmd from The jfnquuled by ORjurisdtmoml agencies Speacifitafloves for Smtmry Sevin Construction We l' rlvdloenslot Sm,lory District, nairest valve,fire hydrant or interns amt) jo current''@ I I shdlroolx I N J I t boo wt g d { cu trillion Zuttmbs Ile engineer,inninvis representative and lomljumdd,onil p senlorwcs will D.WATER MAIN AND SERVICES PAVEMENT INIPROVF.AIENT NOTES ViAt Ole Construction sio is ea,p Put Have duties and rtaNnnbthita assigned to mean. Drawn 1 Wacrmunpac shall In nlEoedducule imnPW conforming lu AWI A2154 Class Such stabs Italy Pill not suprivise Or direct contractors work,but may provide recommendations 52,xiNemh op J mtaaM"mwm to ASNI A31.11 Cushman shall Pro d q f4 A LINE GRADING an the of blD ofnmiemis and workmanship. inch CAL Wddngmd CAE rill m the spmghne of pipe,mamas the eng ar delemmes We I.The counselor Awl fine grade tile Somm to Withal+I- j inch of Me finalmbgmdr¢limapn, 11.Brand connmatian tiro container Awl notify Me engmar Cl once of my Reid condition Nat exll'ag awarded is aeaplabla far beJdmg and initial badlfill to a Point 2 feet beF'md the back ofcmD would poorer ma indedy complaints of the mock a comomd The erg ,uerwall detwlmne the 2. Wafer mduppe shill W n nu hum of6mch diameter and shall Luce wt rover of 2.prior to placing the curb and gullet dose course,the sub Me must be approved by 0e m :mwlf ion al the field conditions to ironunen a fiomthdior toandehig Pa The 3'Rome Nep@etap mRMck Nlyea 1-ftc mnfomin6erANS1A2L5,AN'Wwlhave JudzdicUonal agency. contractor,nsnnpeofw erxJl agree to gaanel es cad Wrtssptiprl mmmenm,µmiY 3.WakcservinssMil WlyCK copper wires NlILiWh tort Service diameter ad stall have Muslims 2T in the xapeofurd her of5fahxAS a w!itM PontedhnN noted Anti,curb Sal and D. lace McATLEPAHRIC 12. edamaged bourse connector dNipma'onSml urondn oo orbeu ,, yo➢am owns Met bWmo bgxeThee buffelas lopped 2-inchilWsatt Neryrktiay, xM1uenomdon Qemed. and Shall be LPbcpNe Beulexl lsf bnc ovatfie bb mof2f tovedvpwl c,gonn joining u name damaged for Amnw weea]I SMASH cUwn 4.A]I estheds, re hydrants d valvinh WSiNO a de m y supported and lam 2..rhool amcm pact Assam the se course fubna;oierproadryud `ll.The romncmrdwllguaanmeill jurbdalandx agencies ahip for n Period of 12 moralsuWa 4.Alllaea,Wds,fire hydmnlsnntl whn shift Wedegwlel) mpPOned mdlufeNlybmCd YiedtvngwuNimehD otNe baemuru, CA6,over lFeB al cute fabric to profat five find cconnceby WePrince end(be jenWdmmlogenao ogniMmid atIge Ca hlose15ttttadbiorksing to W1WA r5Norbutteks ,Class 150 shall febnc dnringa WNO mNv N,L mdgulmr 14.The anmdur,maeddl n t P contract,in gandlm.sshold the Print responsibility fay And ownresilient o wsdge WAC5au 150.1,mnfowmg led A\V\VA C509orbuitmRY.Elms 150, jurisdictional IYf alt e f of nut Pay awl r Q dh hold the vg enldept of A\VWAC309. Ut d edJ rD.T 1)d I aW II en gon nut it C.CURB it GUTTER ie b ih rig m agents or ply harmless f mall claims for feel real spit cover.61 cbauwliarygnf dve,Geakpnay traffic gage,pehmbpn rim and 1 Place md compact peg dad I Lazq CA-7,contraction mark aid gutter the faints. agent& S Ormlury(or or my mmllnBtherefrom)konrim and jaxteapru,Including hcomic)eeO or 5.Thecsmudnrd theread for fiat demo 3l cahadNn wband gulleh indutlmgmwras requionbya joints and e$tarori)amN. cgdrator, sing out of atfimengogedpnvua.ondmponahaam,g aptvantdressn act ofthe S.The Me municipality mvt9 all pmss4 boom and u9ia mNMe tap to umie The eeoerorL All Spcs,itershnllhmrsd mid pmtmidnstequimd by m¢k 615 of Me Slate ofIllinois sonimcmh of anyoftoftlu Wrfowma pRhiz6 nutty any Dealselnvnl Newm,or shall terau mamesreal m least 24 JuArens slot Wrto making dWelupmoted MndIMAen ore Slmdmdband nwanrefor eseAdi➢ndge Comwnalw writing out ofnny ofhepm scum ofthe OccupahonalS fay and HCilNna 6.\Ynlebythewlsesmdf. All valvevLoll shall umaotl lack ogatezlNNeshad oho as ' 3.All ewb a,td gunrr stall be sealedtmm.Lalely atterscvctdays ofmunng The SUrlvice mull rrquhdby .Ne man fiM flapll Th cvault5 all testing andWannniamslo Wxesandt W Beady . 4,The bckdN IN brae ol'nppldnlo SOIL EROSION AND)SC➢t\ i"Whawpd alto Wp fiad srede. Theawt ofell tadin6nnd adJmmmmiare wddenmlwthe JThebuaAaf Na curb shot lWbackfJldpnor to Neplupm nmfNebalmrophM1C road base wldtadoer nawv Ives Atpelicabndled . musses l.AtmmintoD hoonetn ceadance aMnyu mats of the mmtr Nl Jmonoland water main Smawvnhcile hyWmlalldxnfor to or mac fool requirements. lull All 2Sediment control annMeS. wise noted,all rimmed fits Hall be Slowinll -lWATEOla the name of Uly,an shall:' 1. BASE COURSE ras'pr All ink Mason an Wend my and uq Mindy Canwdocang; lthrouJltile a orals alpeM530DdlWnpeFwatYATiR'iaoU rimeo ile5mtmp411),ond shell LP toceand rompan Nchxecaetduing CA limn ,e ,mM1eJ gmwa,lal.ieg ware tar rise ore Emjr design Mix ppjshallbwoncdm aim I) w ermdaitremovd owner the WNmwhT>Ini Rd5lD0 With pressure lid, entimpVW egm13 not ineomwninoi the base course awing placemem approval a construction aloottf F min anlmlme.x rers shall notberedo removed owner We S.Ile allo mm shall besnmrdingtre nSddma Specific pressure Pierc ps forcer Ma approval of NC rn6 rear ° IM1mnatiavabl every according to An Standard Specifications for Pierce dSawrFlnn E.BITUMINOUS CON CRETE Comuudion In DLos LTho local juris aoml agency shill. Ppro ethe,mlinaaoryhflahmced. Jla)mS mate m. PAII'!H\\'ORK NOT" TF bl i oral I D d m shall Influential r P tell mwP,u unless CSTORiced GincER She]]embic placed M I asou iWnituev)cars of Me b,micrmume,udeu ' 1. TOP EUD.Ee exf\'ATION IR nwWC aWR hit Io excnd Nr lco mmmmastic.t \STM C]6CI Ill (or m 2.Th axare<IW bylpmefwd,aumPPlenty. IL'lbpwilo achacmapaamdfroprelelevawdn rectum ecanhedmaaw or comported ill noted Plalasb toAIMC4pbiminznziuBlslnmoa Difthe min kin shall 2Th¢mnwnorehourse. tmltwJrepwr the bmttam comes or artment Opine base course em materials sdesigchud areas for bg Jencamisto T aamvdmthoser tit Mismatching n' gaskets exceed lug iAS1M C442 ANSI 21.51,dlys noted 50, ce plans lined,with Jmnpnjoints patimm Me itcr arse Theco thickness.ssnll obimn zpecwrem Oldie btu course ores sl rib stmt dsgmalined. Cfo future uu in.mmm Wlmmenpd mid those vrcm mtrequ,nng malting to NemMITI. PVCpj MAimulo1TexQ 9sm c=ntsASS ID22ds Ncmenh avhercd nemd,to vud[) '^ wttumt ml fill mmmvl. mnfomine to ANSI A2L1t:TVCpaW Shdimm orexceed NCre9Wen,nnis A5TF1 D22.41, 3.lM cannaniw Imll sxeRihe borderro eotex,xmbN menl.Clean oudpnmeil waN i SDlt 2fi,with nub-Uk IYK'joivis ILeavuaclorse CProside amhaoumcemrsam CA6 bmwinous)nalenal(RG70),e(a mwenapplied l005sero Wtcrsgnmewrd,ot t a 1. RMtand EXCAVATION bcddmgmad CAfi) ih p it omM1page )The CAL shall extend ed mrF aWveany ppmtdie apt urea u .9W itmyand. sdf blotting Send Sound will I.Pahl J other ca%oftnlsot) U withinefprvxf wn,liq fill or ill skill midCPiN:'Wh exited to the memzusnmad,We Reach Awl bc➢nN with damage fubnC : Spread at Um coPmxawm ntmf2 Pounds coat. aquas)'rid. 'Ib ssaepnm and blotting svnJ rill be ex iced EcmwillimI Worth'/ 4ineLa of the plwn su4grnd<deaprwn mid S mid CA-7 fill slot]exkndlolbemaJ abgmdu WmralanlalwNUm.oSosubeprim all 2.i par ttr tea swag W I bas 2 Th will I hdlpl g d dimd rgrooftheply I I bows. lhtels. 4 Tmd acceptance Shall Subject to all age rememsand checking requirements by the Sold- 2.paramount atdmatc elevation. ]it mesa milli in Nu Shari wgmnngfa Ilan / 4mcace of We 3.Alpou& em catch lfzmnfommcresin a shape Ones Wpam all ew2 mordsofts bull vomp hoc jwd mondl agent) l Press planned sub Vatic 1 l 1 taI BI a Sopa accurate dull Out he placed Se All manM1l IM1su snort dig N comb One shall have fm2 1 vying r. A Inches fiflAeman glen ( d plhnolbe adjuvant in plardndoushtts isllobx<ed8 1-fool yI al curb sub fabric,4c inches OWe sociuopofth.mcammgand omgomgWN. A tll$GRLLANEDDS IMI'1tOYEMCNT NOT GS com IM1 A ass cad WC Ivrmntatwil beadlmld nmdrr to acfuu the dw red I-tombs}f atb Ifbnp pre h hit l+xub kin IM1 outside*title M1oics and me completion. s- 4. PriawsM1llbeh kfllW mM1CA7 pfJfl bard e; 1. All work CCOnand miLAND PROTECItUN 3.SW 1098,fill mounted within proposal beapmNaW mattean9596aSNe SVndwdpmcmrdry density, 4provtder. Smarygrolvpmid fdnaws;shallbopen lid amdumrtomamamde, in tile l. Mlworkpedo ed dmfaand Who ufmamcfiftbed nais Manual on S\Slb1Ufi9Exuhttspmpoaboati. ant and building areas. Suitable compacUOnPill h storm sever Small rimers mid sinefws shall Whee fad bnspnotlontteptmcC 'SlwdoNSpol Dine m for Road WdEdg Cnslrvnils oft . III ratsHighal ore Umfonn pmeidWfill be removed R bAlls .naval areas id PAIN repland widtC S Slugged comenclibdl W4 incha for each lotdld AMI be concerned,toaRmlocaorx, vendie Cohort❑ sand may applicable Firm bl win,ill details (thins HtbfaryStmes me - zlmat ds dull W leaf J proposing N ill tl and Special replaced th Apt,catc mtmef shall, beprovided foweahoic kited owaW loaluncvon box, raft ud masmeid wflieplatmaPmofNCCngmeenng Plans,Wen dlOx notes orc ampacletlswctuml fit[I or suitable base maknd, hold mlM1e exact d Fe dpxama4om 6.no actor screw wNOleorslon vreA m choice Oil Naplms hereby n,Cludd. 4.Thestoemsmucepipes 12 fifth and Iwger shill W klewsd I PRW2,2004 li S6 HDy Ave.DEVELOPMENT,LLC CRAYON GARDEN EKEUFIVE OU.'s'IY,1L SPECIFICATIONS R07ECT NO.: 26g] I J gres Leo Rrd Dr«�ae o.�eeote ae sea tiny nee. Y rFa JIw1L 60560 630 5518029 NO. DATE REVISIONS NO. DATE REVISIONS a,a,.w m .r. ,,,, .a.aa.,a.ma, m ..,mv.c+ < __.. SJlee[ 30T7 PRAIRIE GARDEN E%ECUI'IVE CENTRR ) STANDARD SPECIFICATIONS FOR SANITARY SEWER CONSTRUCTION C. CL05ED CIRCUIT TV. luSPECfION : Initial backfsDing and bedding materials shall be Class 1, as oullhwd In ASTM IN THE YORKVILL -BRISTOL SANITARY DISTRICT - b2321and shall have on MOT Gradation of CA-7 unless ofhenrise specified OCTOBER 23, 2000 0 The contractor shall televise all sanitary$evems conch urged, by closed circuit by file District -TV,in order to determine acceptance. d. The pipe shall be laid so shut It will ben Iforndy supported for its entire length. A. GENERAL NOT 2) If The I tested r t Elie problems l Total shall berepaired by file wrtraetor and [be pr. test repeated at the contractors expense, limit To blacking ormO kind shall be used to adjust the little go grade except when salhrackay lest lsohtnimvL e I u t nerd i used. Bedding 1 111 Idnn of four Inches ht 1) The YorkrNe-DrISmI Sanitary District Is referred herein as Ne "DStrkt^. (depth. The bedding material shall be placed and eonmaeted around and over 3) Prior to televising, the conwator shall Hash and dean all sewers with water.. the crown or the pipe by v mdntuum thickness of luelve(12)inches for flexible 2) Allsaultarysewerwndrucgiomh011beperformedinaccordaacewim thelalat MILE sewers are found not to be clean ran ng lelevisiuh(he ramirselor will be pipe, and four inches for DIP. Tire eco factor shall be required to Install the District Server Use Ordinance d shall conform to lite Standard Spedneatloas f required to re-flush and rNelean and the servers shall be reWerbed at the pipe In such a mautorthauhe diametric deflection of lire pipe shall not exceed forWfer and Sever&tarn Construction In Illinois, latest edition. contractor's expense. -: 5 percent and the lnaterlela surrounding the pipe shall be compacted to the 3) Copies of the Plans and Spoclfic Lions must be kept on thejab site. Failure to I required standard ) odor densities outlined In D-1121. comply with this provision shall be considered cause to stop the job. D. ADJUSTwIL+NI'OP MANHOLE CASTINGS 5) :Any lengths of pipe line deflected greater than 5 penm(shall be required to be 4) The contractors $]fall guilty J U I IE the District, and any applicable 1) Am lea tt one shall h precast concrete l removed and repla ced. engineering building dep an lment two (2) erMn gda)anWnbnum pr for 10 rhtgs. No more than 81- of adjusting rings will se permitted. ite nu mberof C. PIE MATERIAL t work As required, m utility cam a l a h ground, avjub e. rifle shall be held m a minimum based on standard Nmkesse the kica of underground pipe, conduits o r tables adjoining or crossing available. I) At it on he Class Specification with prepuaed construction. oil joint and stall be cuctiseJ in Clow F491 polyethylenc tube and Insult ed as per manufacturer's. p Iflcehtna. 5) '1'u prevent wry possible fkiDiratlan or inflow from entering the existing E. MANHOLES dmvuslt msankiary sehersyslem,a brickand mortar plug shall be placed In ;. H SANITARY SEWERSERVICE CONNECTIONS the jar Neat downstream manhale of the proposed Improvements by the ( 1) All manhole castings, adjusting rings and manhole sections shall be set In contractor(providing the placement of the plug does not interrupt the sanitary BUTYL rope or approved equal. The Inside jo]uU of monikers seoons,. 1) All fillings,rsserply ,and service line pipiiag shall be of[lie same material as the servjceofnny user ufthe sewer system). TWsplugh to beremoed only upon adjutingrings, andhameslmli notberegiredtobemartard. HoweversNe ( main sewer. approval by the District and only uRor any accumulated water has been area at Fund(lie pipe and between thepipeand Don channel shall be filled with properly removed it em the pipe. Under tie ch emnslaucv will spirits and cement marine to provide a gush smooth surface. The outside]chits shall be All fitings shall be Harca, scepter Injection molded, or scepter fabricated ground water front new cones action be allowed to drabs into the sanitary provided with mf 8 ' Iside strip of Duty[-Resin Sealant HCS212, as fiberglass reinforced, or approved equal. sewe ays(eo, manufactured by Concrete Sealants,rise,or qual,completely around eadajoint 6) All sanitary s r r conshndba must be granted on Illinois EPA Permit,which nDh vertical lap of one inch and howaxonfid lap ofsix inches 2) When c II gto an existing maims y 1 when a In orwye is not provided, u "Inseria lee" con and filling must be Installed. Disruption of any existing must he let file at District prior to starting work on the sewer. hfaoLOles for servers l8" in diameter analarger, all manhole barrel sections, '.sanitary again by Ureakiug or culling ht a (edwye is prohibited unless the toneaecl ions, and thelnslde boltontaurface Draft illustrate flat tap stabs shell 'existing italu is cracked or broken alike post of connection wl/h"Inseria tee". 7) All private sanitary rnverscrvicecouuecfioasshallbegrealeda DblrldperMf be provided with a 16mil miniamm dry thiclmus protective coaling of coal tar 1A representable at the City or District shall determine existing main reporter prior to performing the pole The Installation of the malfary semiceahallbe epoxy as follows: replacement required on a case by case basic prior to connection,construction inspected by theDttricl fors "Ins connected to fli Ditriel's interceptors and or intaflalion. by tiro City of Yorkville forservices connected to the City's server system. For Liuhrg Compomal:The coal tarepoxy lining compoumdshall heTNEh6C46, services connected to (lie District's Interceptors,the coalmclarshall angry the 413TNE&IEC-TAR,9s approvedequal,kinarmfae/uredbyTNEMECCompany, 3) A non-shear minion coupling shall be used when joining pipes made of Dclrida miuhnumaf34 hours prior to pert nnkg (hervork. Inc., P.O.Box 41 1749, ICmsus City,&10641411749,or approved equal dhisfinflai material. 8) If (he sewers being tested do not pass the dell" loo, Infiltration, ail and/or 2) ' InryshleW"stronger scab orapprovedequal shall be Installed on ollmamhules. lelevislon tests,the necessary repuirsabull Ue madeand (befests"peafed until I DROP CONNECTIONS saiisfarlary lesplvg is obtained, 9) 14pesimshall 6 aminimum oTe Inch forsnnlary sewer malasand 6 Inch for E. PVCPLASTIC SEWER PIPE (POLYVMYL CHLORIDE) D Dry connections shall b Installed p rYDSD Standard D I II unitary server services. All saullary sewev malts and services shall be PVC as required by the District, unless 2) Jov,rl el al s of lit' t i g and e ill g notlihota shall either mulch 0.8 10) All sanitary sewer argue;slid services slml]be installed van a ukinliaLltil 0r5 feet aflerwin approved. apil o diameter or be provided with a drop assembly. of curer over[be tap of pipe. ' 1) At pipe and fitllugs shall comforin to Type PSM in accordance with ASTMD For sanitary servers serving buildings wIN bmenrents, the server shall be a 3034 orASTh1 D-2241 f rsh."alx(6)through fifteen(15)Inches. Theslandurd adol"Fum of 10 feet below lite TOP of foundation, or the building shall be dimension ratio TSDIO for ppe hall be 26 as a minimum and shall be dependent constricted with overhead plumbing. upon the depth of cover. All sixteen (16) through eighteen (18) inch PVC sanitary sewer and sanitary services shall be SDR 18, 150 PSI Ring-Tit¢, AWWA C-900, with ASTNI D-3139 .joists and AnIf:FA77 Elastonierie 0. INFILTIZATION AND ' n C AND MANHOLES Rubber Ring Caskets, and rnInimurn pipe sfiRmes of 375 PSI. 1) The maximum allowable In011mllanrate shall be 200 gallons per Inch of pipe All PVC sanitary server over 18" In diameter shall be SDR 25, 165 PSI Ring-. diameter per mile of sever pipe per day.Deflection,snfiltriln,and air test, Tile, UNIDELLDI I(ANWAC905),with ASTAI ➢ 3139 joins and ASfAf . shall be required of all se.wer tilt", including televising by dosed circuit tv. F477 Elxstomeric Rubber Ring Caskets, and minimum pipe stiDa"s of 140 PSI. 2) All smiiga9 serves shall be ["led In accordance with Section 31-1.11 of the Standard Specifications for Water and Server brain Construction In Illinois. In 2) The District grown ves Ike tight to r squire a cof actor to suhngllcerti0ed copies. addition,all monboles shall be vacuum tested. of all reports of tens conducted by;am h0lepamlenl laboratory before Installation of PVC plastic pipe, Tests shall be conducted in accordance with 3) Yoakum lesgbkg carraci,POWILOIC for sewers 36 ' and less in site shall be carried standard method of lest for "External Loading Properties of Plastic Pipe by out after Boni surface resmrallon has been completed. All lift holes shall he Paralle1P1afo Loading". plugged with an approved non-shrink grout No grout will be In the horimulaijohns before l"Iing. Allpipes entering the manhole shallbeplugged, 3) Pipe shall be caush acted se that Me internal diameter dots not decrease by skug can eto securely bract(lie plugs Train being drawn Into the manhole. The hoore limit 5 percent, i d to provide File complete hydraulic serryiug test head shall be placed at the inside of the frame and Me seal iafiuted in capucdp,and to obtain ihejointperfr maace t5pecent maximum diametric accordance with the manufacturer's recommendation. deflection. A vacuum of 10 inches of mercury shall be drown and the vacuum pump shut 4) Pipe shall be constructed in full compliance with (IC AST'&f standard off. With The vah"closed,the time shall be measured for the.I action to drop :Specification ➢ 2321 "Underground bns(allutom of Flexible Thermoplastic to 9Inches.The manhole shall pan If(lie time s greater than 60 seconds for a Sever Pipe". 48 'diameter manhole,75 seconds fur a 6011 confute and 90 seconds for a 72" manhole. SDR 26 gravity sewer shall be wed for depths up to fifteen feet (15') as measured from the lop of the pipe.Frain fifteen feet (159 to haenly feet (20') 4) If[lie manhole falls the initial test, necessary repairs shall be made with a nom SDR 21 pressarerafed pipe conforming to AST'Af 02241 shall be used. Al shrink grout while the vacuum Is still being drawn.Rztextingshall proceed until depths greater (ban twenty feet(20% PVC pr"surcraled pipe or ductile Iran a satisfactory (en Is obtained. pipe shall be used. If PVC pressure pipe is used, it shall have o ndalmum dimension ratio( R) of 18 for pipe Ill".in diameter and less, and a minimum dimension ratio(DR)of 25 for pipe over 18" In diameter. All pressure rated pipe shall conform wilh the applicnbhe requirements slated in paragropb no.I. ' above. Ifduetle pipe Is used,it shall be push on joint,Class 52,eunfrr mug to J S'ANSVAW 1VAA215UC151. I I 2 5-xe-vc SO K DEVELOPh1ENT,LLC AFRO 20M LBpDeLd D man @ AnaOnja en 586Kdly Ave. PRAIRIE GARDEN EXECUTIVE CENIT0. PROSECT N0.• 36871 i fsecwamfm a am Y'0rknllw IL 60560 an DP YWtRVIUFI EENrtxM COUNTIR SANtPARY SPPCIFICATIONS ,rt_a NO. DATE REVISIONS ND. DATE PREVISIONS O' 6Ja5s33atd _ Stet 4 of 7 ww« + i TYPICAL COMMERCIAL DRIVEWAY DETAIL TYe1CALS REBTCU IFS OMTON euus <mD xW znx ^o^ uN MR i 1 A1 'SIEELPLATE lUEN D IK ICUNIlLOVEMQUl au¢zwsam unn ml e• _raw uw ON e CUING PERIOD OF36 HOURS HAS BEEN COMPLETED UIRTD CURING PERIOD OF36 HOURS HAS BEEN COMI•LETFD. Rmm xS"m. `2 THE FURFACEVCUTRDGESSMALL BLPINCIP TIMID. <;i4wau' mAMM. n 3 ALL SURFACEEDGEIOINTS SHALL DE'PINCH"ROLLGD➢YPJ _ L :TO FULL CLOSURE MGM rue 9x?� [ 9 ANY SUIUACE VMUATONS 114 INCH ORGREATER SHALL ➢C CORRCCTEDBYCROSS IlO1.I.ING OIL I @MIOVALAND Plug =r•++! WTUWIMS nc Y TnusNm GRADE ypNA,J, 0 1' IiVPJ R❑PLACRMENf. I 3 w VERTICAL In.ml C• P=D =Hp9`¢ qe 1� j" ' d„ 5 ALL EXISTING CURBING OVLRATRLNCH MUSTBE CRADLED tExD d u IN CONCRETE. °H '�• A SURFACGCOURSC W : A I A NCH MUNIM1UM COMPACTED THICKNESS PLASTICIZED 1 S E AE axrRr.crox / BITUMINOUS CONCRETE SURFACE COURSE•CLASS I. , € 3 l VDM KRJ SGIE CaG L ➢INDP,RCOUREK r. O .r A 4 / INCH A NINUM COMPACTED THICKNESS BITUMINOUS a � $ JM CONCRETE BINDER OR SURFACE COURSE,CLASS 1. BF111 -PI 9 4nfuma4 ARM i z p flY `9II °B f , . C BASE COURSE :. - PLEASED ROSS 2 14 t• APRON Raall&CxIPN V,m / / A4INCHMDNIMUAI COMIPACIED TIICI:YERSDI3Uk11NOUS PLANKIM rEC 1 Ju T^ MRED - p/\/\\�' CONCRETE PLANT MIX BASE COURSE.OR IO INCA MINIMUM ' M AND ¢o:xrx CRUSHFDLIMESTONEDASECOURSE. r PI D. SUIRDESECOURS qy. s `( Y\\/ �� ' 11._.11111 12I V C A 6CRUSHED LIMESTONE BASE COURSE. E IGINAL TIEN 1 FUEL DEPTH FRENCH BACK FILL, CAFES CRUSHED LIMESTONE i 4 mNGm M MATCH VALVE DEPRESSm C t 61 FOLD E, IMPOSED, SAMWr Clea SI re \, C , GCMNI So, KNEW 401uurre rOlrw�nM°Prno ¢i G.WcarzD rmer Cam Ou'T\ it II m s5mE 51 Dµ1 Do oo moms MY" C C 1 Be PRrr4iTr ONE 6 5 GREASE CRb Inva PER ll® Lai =,", CVSM wv ` SWMard Ord I HD rtN AI : y ? WeePi,g Tk 0 N Irve SOl MEAN.A 6 1 bn el eg551Dp uaier lor s flA nnl Spl I Im 10 I \ frOa T' D A e, ioae TYPICAL sRH.ra vansam W^ MAy n•°:.,m°u°v TYPICAL w P B oD MA `„' 1 THRUS( BLOCK s.=. .ours.:.,6 :e6., D.qa p1 " INSTALLATKKJS VALVE VAVLT v m or mn,m ' III III / 0 1 °E Y DETAIL P :m or Fx,m Paler min 111 III I \j/O 1 . u MY. r/STu DMMWM NMW DIV. vnrrJJJwoouwwoxa lS °"r IBM r 11 II—I \�\ 0 wx DE Wa D E TAO III III III II =III Il 111111 11411 ill VIII II , 111 W„e'm'WI II L III=III 4'"`^'111 ID'lll” I , ' III III T II III U nl 111 II III Ili=11 III 111 111 III III=III II III III 1T PAVEMENT DETAIL FouNauonSwl 'M4Ed ON LID a t, I , 1 leD 1 IAan m rwr rtm h JOINT FILTER BITUMINOUS o Merl. r Cm Xx N r A r J 3 ' BIT SURFACE COURSE ` o " ¢ W or rrpo5m "'w — _ _CLAW ro E 10" CA 6 BASE COURSE i pw,n.,ced .ml — — — —:waxD x " 1 mmRA �OI kCOMPACTED SUBGRADE L J °'x°°`�—' ` a• L WATEfl INO SFWEfl i _ wo.VP 1 VALVE. WA NRM S€.wEC $PLE SI Tql Y R RI ME "ITE F k P r=lilate oi'pi rG flEOUI REPENTS euen iE¢ 4C a.5 4 9 IgiIiMIK SVAUIIDP A L14HT ARBOR FAIR. RuJE,15ECpeir FJ 9AJE0 A¢Je] P lop DPEASED NOi DPFwSm '.MCC Paov,Oe TREuc•i:roAh METAL Gp I,y M ppm A lu In cOIvAV uµ 4 r CONCRETE BLOCK �`�� TYPICAL VALVE BOX LAI ;;'3 Y{ CRAiION �y "RJ ? ; I I . vRWUlS a, D u x x SIDEWALK ONE SDE ONLY) `?S) 0 O ORNEWA .. L 411 CA-6 y •(,-• I `o% — r' WaSN Ocrfin _ A 'F w )� iRCJCN sCCnoR4 A L It IF FIE ( WATER SYSTEM EILEEN, or MR, Mutl"Mw, �{,']� T C ryoMllDR Sr N �'•L� RE CND SID ps.O MD DId ND.6109 AI 11 H15159 DI FDN➢223I3M F H,dr , CI F2545(MLICUMAM UET A4D(Cenlummn)EljoM 5BR1t WBL7250 r ' A Iary xl ❑ �'�OY FmE l Am TI C DwIT DcM1AdDpu:5MWe16 H IJaRnxy.T•e,J u CI F2546 0 } 3493 Derwr MId SPcoo* m auR) R,."M..,.....aee,.-, Na1.r MDMYd B 9's�-o ._�,.........,._..,., IBM ..�. IoR 1XF NAxpWPEO ° AmmAaD flow COMMI TRDVI ACIMIR M10dDi 6 Ou,O NOG , R APNL3,2004 SSARy Ane. PAi➢NT, LLC EC N0 : 3657 =00nard SB6IQIU AIa PRNIHE GARDEN EXECUTIVE CENTER DETAILS•Y rkMIIe,IL 60560 CITY OF YORKVILLE,KENDALL COUNTY,M 630-53 30341 N0. DATE REVISIONS N . DATE REVISIONS an. =..Imlaa,-.•u 1 Sheet $ Of T ysRU�et R R rp - W. WILL N mIL b ro M.ORE. mV IN Wiaa y DROP 5• R-1530 Manhole Frame, Solid Lid Iw. V u MR 1 WS%at n NIX. e^ �E MIKE iNx,pd ry w V.bnl'r x.55 taM, r`��^�� E ff, CATCH MIN CK MI L ) AP CAST IFLON TRUPAR 010 WE AeP MAXWELL wall [ l / feDxa wGTVLU r ° ti /' WA Ma51K B[D 1 I 6Tm wo Rc '^ O s DA,HI AIa _ 6 4 e.l Lro a usn sarA s.Hm b `R D a 6 3-E "I� An t P P Sn 1 7p4 rt as- �: _ i 0W CA(" 0 D - - R-3015 C b inlet F amen Grate, Carly Box rmx6 ------- ; .woM1 l � oFaa , RAP t` Y a . mabW w Y <Too mio. I 1 ., . I ,.1. INLET AND CATCH BASIN DETAIL UMMWAE aFrt PIPEro A win EM C x i < a A` • NOTED N_ 0 E P ) %) d w, ,• .� PLATEAU r f I L f srnu cm amrs AT Ze qn "'>� N PP xss L� bECrIPN A�dY X l REMEDIAL TIM IY 1 1 M BLVD FPO 6PI MA HKf PON <VBN ONAV ¢OIIC fLL W R E psiN C-925 u e cnm a QWMEW 3. OT�MAN ASIA AT AD MAE CATCH SAINT AD OPIUM )°xi o, i r NE y' WAV VCEa NFR : ' BuD CN 6 CVBMCN 6C C AIDES. RIF H.nyrowr nmmgx Fos w.naa, TYPE AINLET I R-33069V ma Wj�M ® F - RULES rc N caFX M a s M Em Im "`)' s,. i - DETAIL OF rANT DETAIL OF IftiQ l 1 . asw I a:} 1 tr x'A TYPE Ae INLET ID s. CATCH BASIN r3 rn ' MPNHOLEeIYPE A Art,I 2 YeWSfAVWADa WMg NY/Bi MDpMWmW ) W7.rNi2WiY IWMLO i e itt I e• i TYPE A IN CATCH BASIN, PACE $a$ Ii _ ., In1 •. b D..arven a Ln l Rund Deal In Guidelines for Imp cloth fi m Talked to Only a1 a 8 4 nElie Filter Fences " l Pa" An "MILAN b IPNI vex W, Maintenance I S dVNFJ AhKAia b d otter Wld Servilely Stated. each I 1 They t b d o Beehive Gm y��yg AS IAUa� a�a3 ` MATERIALS J Pmts Star m SPOON D i i 1 IU (cc] 1 FIII INTENT I II be 1 3p I d IVvnNL he depo e M1 eWroxlrwlelY bar the offer each 400 :L jYmhellc llller (u, I sMll6eopa 'l IDo WD'I:aa If bat ] Ion aNlven se -.rarely oyN iIntuit ."AnYrs WhrC M1Ien111M1e bw 'I M.el.n DdV f..MMC�.v I. AL ) rw 1 FO A I Xra r ; 1 1 61 1 51 St orelnlver CVrelyll IM1 grand( Ir Il2lmC 3). ^9 poPY ene, Y ^+ Mr Y Yrn e : 9 PY dmenl deposits it l place !LISMLLED AS sav A IAA IIE A b W r od J, II be ceflnlee by IFe mmxlxlur w Men e 1 1 iglh hA r" Is used itM1 t the - "par Bar be WILLS lWands,hly. after 11 0 ar P W - A'aMh ' m 1 o a 4.bw [X F TALK Ur 1 A X 1 A f, A OFIFIXIkfO Y Igpll mlorm y IO IM ralowin9 re wim 9gpal leMC, P Pr g 311011 n - ANN 1 FIRST d I 1 N 3 wR y3 I3 teed feel. ° q. to Wile � n be Brady,d INep°.rea bra SEDIFIEST t J. SMVId IF labl d b ave lens .+F wa n i " 'I 11 11 Prl 1 the and of the d with The existing Md P ° d A .IreruM1 al ell M1 voted qq 1 1 IY uri lit and he Writer x116 actually, yy ad uy Ali 1 B 1 IM1e Panic sl Illbe lepl°ceepr tin v.x. eW n Pi WAS ..nn°M)s0p '0 UNFAIR A TRAFFIC 1 VICE° 51 r r �. • ' lamnt pale Wallace wn deep lag °^p .. v V Ye IM1 lint 1 I aM 1 IF 6 1 . Sandy w AU 4a q s wh 31 WM 0 1 llia filter Id I 0 qyT SfTMan;"Do, srM M'6 I. 6 S. ?P S A M 1 ryslw^ ru , 3h supper, 1 ilwll6 1 1 tl 7 GY.IY APGnp 2 �/xde' r SAIFmIn vnd RW161 Wit Al SAG 5 M me1Yt x ANILL la 111 Mass using ti sec g HI • e d.� y 0t lent Ircn tape (d pt4"e 5rr<fuc. .. ALL [ 1 Ra q w n x PA [ D FIBUO G21. SVnII1eIIC Fillet Fabric IaOW MI i Ipl FILTER t o I x O '. H 9 4emenle 11 Ire M1N ng The i That ealera Man SMALL Or INTO ANSI ALL SLIAND FIRMLY Mengs NO DIAMAN KFAINFLUAR into the French 9 ml OF two Inches oM IMCUIR OF 200 FE]. naas MELONS So 2 BUIIW IMII N 10 nine Par ANNE yard star nor MMNj T than 16 [ he ante ]he rrte, � IW Y I B M I A Y 'a frolic, IPIm9 oLM f BE M' )Ila . R-0AOM 6. The Standard 1 Pgln filter Idyl shall be Fit Pe 1 I AI 1 1 A D O MI TIN 1 J P 1 1 1111 le MII b IIMY 4 1rM, AWled weed l IM 1 d I M1l ln[I¢s m3 MR A f F 1 I 1 dl t wool ]) pV-W p 11 fact 1 lM1e ld l M1 fall b IeM d Int rM1 I e it 1 on flllll t\ Utr a0 a s. } u Steel un m1 I ym r n fact. Ad Tob 1 steal 1 x Jena Ibgl 36 �tt(� 51 1 p 1 MII M p I tl 1 f 1 tr9 Inches dw IM ImL9 wd iota w q Er It °f , rs Im .. w. �o ai Oscar. F111<r Idrlc anoll rpl AT 0", 3 11 z W ,iWl d le exH11M ^ sLU mM 4434 < .er..wvm+ Y M�,my :;'p ` ' , A `I A3RiF. A Mes 14 6104 1 filler 1 11 S 1 E' wocd Mees. 3 � We M33 n,..d ,. Iv. ' }ppFP usas sANNN ME . (preltrVill an eqUillsal melal With u -•°� Mill- 71 When al 1 ,glM1 filler fabric bmlW leln of flute fee after poll aM gdYidm'BmM�n f "an n its sp URL ea 111 1 ,n T s w I IIIw If 1111 s IN �1 Ill�ml Unlilrylal rv011, e kn50g Serl•? .-d'4.. Io'd a ym mI Cloth SPIN 6 11 directly t the po o with mi Ih biw Opiate dssln Fam44D11.S+ 1'At : 1 all A 31 Fr ighI 1 ID rm° ywg wd ANN [ i I,ashAA Irg f him N 6WIYIg antivor 0 ,�y "�"�" "o I I h o The Ire 1 ALKALI b hc4xn a all m ml 1 �'J.iAN .I ✓ J" tl R3sB3 3Nne{ ' •,, CONSTRUCTION Forte Sl d h u1 Id I jY II-1-11- EvIk"ne AT vc This t.1 1 6 1 till al lq. toMUa 9 Fm b AUDI b iro ed wM1 m<r i° b TO, 0 I M. d n'c Y 1 Ih 1 1 rn l, Y Ih 11 All (&ties. h3 d IM1 r I pares b 1 1 1 yI `� ©x ug before the vo hm been Perm°nenlly nl ae lPRel II rl in wM1IF Irn 1 opt am .. 0 0 la c"Ra mu,nunl land M expected. I spe I s sldlllmd BmPo,nrd yeW P, n nFmW AfsWddiFryP✓D R•1• 6 Iry May be used IN d °B Y 1 �nrl wCm1 Wera'g J, ine ha nl m the bolster a011 or exceed J6 Plans and Specification I o I 6� :.Men -Fllxgn . I a Fw x y cud volum Me WmA m aNpw a,•. IN Ih19n 6m Y na I I �t PonA 4n+ Rw ".°T W = 1 ml I I f 1 l IF j l LI 1 lxndeebn4Melone _ YN9 MINIMAL pl llll3h1,01 fFol easr rore1Inel 1be I / A'. iwMtryxoNeh.xaPoMBeI°V) � —{ a 141d1xPa M10 d, r f 1 ene 11 11 d 3 'mss it {j-{} i y • e�.SZ 6 2. TI Id hAbed, M1V dl r adAgced Mletlal reWllemenl must be gedlb ' 4 11 11 @ I tgll I JO 6 1 1 It, ed. MAEM o,xv A 1 t IFS No 01 iDlnx. when Imms o sswy, fYAV ! 1 1 ePp P9VNy BN 9� -- s Plecemenl enU Construction DI a Synthetic FNer BeNer PATCH fij m+ m Wf Xs%' MO C14 Y4gCEMEVT s E lux_ 2 S-a0-a4 APNL3,3004 S&E DEVELOP6IEN$LLC PRAINE GARDEN EXECUTIVE CENTER N 36ST 586 Kelly Ave.=Leeargd e k Aeeooletee DETAILS QL$ 34024 60560 63Dss3aox4 Sheet 6 of 7 SID N0. DATE REVISIONS N0. DATE REVISIONS .,.ewn na,... la aan. r� J i i iI zi i I i 4 IRS' NAG AN +0 RI C n ARM Ue,a dA JI ffl SarE P°SS EP .w IOPn ED 1 Nw AT. laxAPSW 5 , S /I 1 1 1 . EAR MAY muxrzD pREEn Ew.L w `s3° cs METRIC IN YEAR PAM AS MI LIa�D WITH1 "a RD /S MNrPMr CWi [.CAST ownma CxER TDm µfry, NET. Ea Mi.S4Rlli ba` IRl ADROR I PLAN scsmsx'x"RSwi,°uo NAVY WIT SEWER)'M I TIN xX lx s A+x Pu+a p w sxul SET D""xs I : 1 u I.nuufD GDRp 1°cw.y° v w";,Tom I . I uxD "6C I az'4°[oPma ® r wlrlm ,[TA PLAN IL�EXISTING tY(LSI�t R slur in A > R DOVE 0. e• \n �{ W (D IVAN WE* FITCARK RIGID x iwD MUSED m. EPa r '� ` PLAN w ORDER UP � PRAR: MVS= _y opxv.Y w L°" �'� [ ue a,A 1 sxm M w ro SIONa [A v er t AND PPY [p EP l4 L0 Imo" I— )ALE Plm MXOVR[pw. RUE S � .Ru YKim G6 f0 t e PIPE R a y L dci`W cxlI 9 P u IR :.•e d 'L' BEAT wl PER ar R �� ; pIW O SA rz STRIP UT LACTUDEN 1 vni rcW rrE r vWr ill re �h .. R . .• xlx L rn MILES Win ' 7 $oRIED wk - f L �d S} AS ONw c . 1 vYe STAR rotl rx • • •6� 1« .j ' VARTARGHT.E Dw rID Cit" l6^, +R xwi Du .Wxs 1 ry Wni° i X R. [MC¢,[ r{ ... z u hR PEE. EA VERDE mE i E a i I$'� Ii0®"e e w [cu`wi. R ti IFai 11 S ^re a w.rc5 j mullet PNL DEMAND Y y 3• NAC R �. AND SEED 1 LL F [ LL 0A- D 6'ryNF ILL £ G m c I[IL4 > SIR C IVI MLSFSDslat rAPVR P3CASi f mic L1M]Sif SEMX CA ) $ 0 IiME LAl .s. PVC Mo ®°N PIPE ryry IV it NIX (rse S Am FI ID PVC AND <A ). MNSt rtMX v Ir Xlx RA MMILC PIPL acorn uaEe PAVED AREAS iuvrn Imo 11°'x4 m w on - e 9 _ Lr xps Iw FuNIaE PnL q , wx SECTIONAL ELEVATION um Amnon : �Y2axNL SECiiDNAL ELEVATION y trzalux _S IrcE rm ve n o- .. S , WxAD flEFEpENCE3TANUAPU6PECIFIGiIDNB m 1' Wgpi Pu SM c Ri 1 [Ew Ing GRAVEL FDRWATERNNSEWFAFWN CCNSIRV6pCN IN ILLIkDl9(PoUR1NEDpIDNI fp E N ic• xw MN c INITIAL SECTIONAL ELEVATION gEFEpFNCEbTMbMUSPECIFlGpON8 � ` RFF£RENCE9TAN0.WOSPECiFlGTON9 '.: ✓ :© fOR WA1ERPNDSEIYERAWNVUN5,1WC110N 1 FqL WAIER AM1V 6EWERAWNCCN51RUC110N IN WINDI6lFDLIPIH EMRQY) Q PEFFAENfiE6FANUARD6PECIFlGTIDN6 � IN IWND6(FOVkrHEIXI1ON) i Fpp WAiERMUSEN£p LWNCIXISwUCIIDN :INN1w015 f0VR1HEDID 1 TYPICAL (TRENCH DETAIL FOR DROP CONNECTION TO ' YORKVILLE—BRISTOL , SERVICE CONNECTION YORKVILLE—BRISTOL YORKVILLE—BRISTOL TYPE 'A' MANHOLE YORKVILLE—BRISTOL SANITARY DISTRICT E' SANITARY SERVICES & MAINS EXISTING MANHOLE YORKVILLE—BRISTOL TYPE H MANHOLE SANITARY DISTRICT p[m,Ly „' ,,, SANITARY DISTRICT ; o M. ' SANITARY DISTRICT ,,,pKp x,rz x,5 SANITARY DISTRICT ° S1w�p1 ,nwxnm [m Mi CALLS Bw Sam AWE 77� Till VIEW 'KENTAVVY Arc [u IKCf IIE, to ARELLEAR MWA RUNE OF UK VERTICAL CAME 0 FAR I-Y• xUL �� 10 m l2 RMCIR . I i / '.., .4 IL/ I I I \Sun lly. in OTT a 37 ppp r PLAN 1 Jim eW CRES SSITu SENT. BE SIT rGR 8 X'c mw n� _ WPL Va S PLAN a� w .p °` : x ua . CaC o- \ . $ "°� >MUNLED NOLNUM rzvER \ I oEU . NIX a s ir0 PLAN N SAIRANY C-941 GA1O' s rcv C `U RATERS'[11 FIt ti> b til w PLAW) {�Mr1R5 ES M L SMILE M ° 1 LL MI SIR US MUCK �E-3S� LIT)RUPEE� E0.V[fEIWHTL[rE f1 9' 3 0 ➢la 'X Vi DA S r NIM My FORCING!con inw yl k'T ' Lyf'plxH`I IFJ1Ftl �}I( IC D mc°N eF°ww 1 ° � I �Ma"�rz I IIL $rirclwo 3< IRC IFM CUSS $ I P Lf PSE R s, - v5m wLrEluE�c AMEMWr uw /� —F . STRIPS EYE v.v van[ Dime umEN Pvc MR"R L '" . r EV AL wr BO C-443 L C-S WIN VAULT, JAM_ M I A A, e ' SECTION ELEVATION + w r EJACrza Y CALLED MM V W-9, £ r- T J ° [ Pv[W.-7E UAR W AETNA RAW PVMBVL S[M WE NEVER LET +._6 � r 2 R Xlx [owM[D R fl°NC VMS ES)e , AS[mwK[ x1LL°gRE TGm SE[ M<InGrIME K SWMm [Y ANDATE MI a[vG :. W SECTIDN A A , .. I / Lnrx wnP Pax nwrs CONTACTED` SECTIONAL ELEVATION IO, A�E r770 S. TOM Q YFa11MeC° 4LLWDl CP D WE: 1 REFFRFNCEaMDAEWSPFC"GWNS I PEFENENCESTANDNUSSPECIFIGT(VS 4 FOp WAIERANG6EWFPµVNCONS1PUCiIgY FQ9 WAlFfl AND6flYERIAUNCDN6DLUCPOY INwM015(FDURw ENTMN) wwNDls(POVpw FDmwO SECTIONAL ELEVATION <®NPrC ACRES awL as m IN TED M ELANS 51 <WMEIe . j 'TYPICAL RISER FOR SANITARY SEWER AT DROP MANHOLE/ .'. YORKVILLE BRISTOL : YORKVILLE—BRISTO ]NA, YORICVILLE—BRISTOL PIPE 7D MANHOLE CONNECTOR YORICVILLE—BRISTOL eREASE TRAP .VAULT YORKVILLE BRISTOL NEW .CONSTRUCTION SERVICE LATERAL STORM SEWER CROSSING A SANITARY DISTRICT SANITARY DISTRICT N,. „Ppp,<p` .IP SANITARY DISTRICT Map SANITARY DISTRICT ; ps SANITARY DISTRICT w�N,p W < LE o5a 0 ANN p.,E > 11 s,D-°,. I °„E x °x,W .e GR x GR,,., p.,[ DEMAND °..... z 5-a a-o4 .-.— I ArwLZ,zow 5 &KDEVBLOPAIENf,LLC N (r 1 LO��pLard DFpee & AEeDOie ee 3 y` I5&OReDyA e. ' PRA OD ECARDENEIECUTIV6 C8NTER SANITARY DETAILS X. 308] 1 6IAV pFY yq® YorkiDFIL 60560 - 1 I CITY OFYOILKWLLE KEXDALh COUNiy,R, , 8305534034 ._. N0. DATE REVISIONS NO. DATE REVISIONS W A.w .,... Ix.....,c .vw.. M�1m ... w Erc. ,tl : • _— Sheet 7 Of 7 1 �_ ..�w . _ _ _ _ r . 1 Gri o( r ri r April 15, 2013 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Prairie Garden—Resub. of Lot 4 United City of Yorkville Kendall County, Illinois Ms. Noble: In March 2013, representatives of EEI performed a punch list inspection of the above referenced project. The purpose of our site visit was to conduct a re-inspection of the City's original punch list. The results of the re-inspection are summarized in the attached sheets. If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. dey P. Sanderson, P.E. Vice President BPS/dm 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 \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2013\Y01304-C Prairie Garden Sub.-Resub.of Lot 4\Docs\Punch1ist01.docx Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax —www.eeiw'• • �, �v c►ry United City of Yorkville p Cathy Scat nf*Kendall County 800 Game Farm Road 183D Yorkville, Illinois 60560 .: Telephone: 630-553-8528 °- Fax: 630-553-3436 Website: www.vorkville.il.us tL E ►'+'� Ms. Kelly Knierim August 27, 2009 S & K Development/Windham Group 816 Ridgeview Lane Sugar Grove, IL 60554 Re: Prairie Gardens Exec. Center/200 Garden Street- Punch List#4 Dear Ms. Knierim: No activity has been reported on the punchlist for the above site in over 2 years; you are hereby required to provide a status update as to completion of the following unresolved issues: • Pour PCC benches in all storm structures that do not have sumps. • Place 4"restrictor in ST-1. a&npc t/Tf.A • Complete seeding&perform clean up by sidewalks. • Two White Ash (N/E corner of property), one Clump River Birch (E side), and one Red Sunset Maple (SE corner) should be planted, in conformance with the approved landscape plan dated 8-22-06. Approved Qty. 2 White Ash to be replaced with Red Sunset Maples. /A" VP.D4-TFV Your temporary certificate of occupancy expired August 2005; immediate attention is required. Please contact me at 630/553-8528 to schedule your next inspection. Sincer l/y'',,,� r Jennifer Woodrick Engineering Admin. Assistant Cc: Willman &Groesch Brendan McLaughlin, City Administrator Joe Wywrot, City Engineer Darrell Busch, Sr. Eng. Tech. Paul Zabel, Building Code Official Lora Chapman, Building Dept. Secretary Dee Weinert, Permit Clerk clj� United City of Yorkville 6 0 County Seat of Kendall Cotutry, vo 800 Game Farm Road rsr. ��® 18M Yorkville, Illinois 60560 - 4 Telephone: 630-553-8545 Fax:630-553-3436 , * Website: www.yorkvillc.il.us LE 14� Ms. Kelly Knierim August 27, 2009 S &K Development/Windham Group 816 Ridgeview Lane Sugar Grove, IL 60554 Re: Prairie Garden Executive Center/210 Garden Street/Punch List 4.2 Dear Ms. Knierim, No activity has been reported on the punehlist for the above site in over 2 years; you are hereby required to provide a status update as to completion of the following unresolved issues: • Pave bituminous surface course. Sjt(GQjyy�(� • Remove fabric from Storm Structures ST13 and ST14 to allow them to be inspected.' 6rVW17 'fy • Two Japanese Clump Lilac trees need to be planted at each of the north comers o this building, as shown on the approved landscape plan dated 8-22-06.1 . Your temporary certificate of occupancy expired May 2005; immediate attention is required.Please contact me at 630/553-8528 to schedule your next inspection. Sincerely, Je nifer Woodrick Engineering Admin. Assistant Cc: Willman & Groesch Brendan McLaughlin, City Administrator Joe Wywrot, City Engineer Darrell Busch, Sr. Eng. Tech. Paul Zabel, Building Code Official Lora Chapman, Building Dept. Secretary Dee Weinert, Permit Clerk c,y.� United City of Yorkville County Seat q f Kendall Cor n(v 800 Game Farm Road Esr. ; 1836 Yorkville, Illinois 60560 Telephone: 630-553-8528 Irk, Fax: 630-553-3436 Website: www.yorkville.il.us �Llz % Ms. Kelly Knierim August 27, 2009 S&K Development/Windham Group 816 Ridgeview Lane Sugar Grove, IL 60554 Re: Prairie Garden Executive Center/220 Garden Street,Punch List 3.2 Dear Ms. Knierim, No activity has been reported on the punchlist for the above site in over one year; you are hereby required to provide a status update as to completion of the following unresolved issues: • Record Drawing revisions needed: �/h ft,a '1✓• Establish benchmarks on both hydrants. AV Show Valve 4 on Wood Sage Avenue,provide rim elevation. S Provide volume calculations for the small storm water basin immediately north of Building C. f Once the as-builts are approved, provide a digital copy for importation into the City's Base Map and G1S system. • Pave bituminous surface course (at project's end: maintain base course through to completion).,;W4W/ri/0(r f.,7'X- • B-box is inoperable; fix as necessary.$.W, COF 86-AQ . • Complete landscaping,as shown on the approves 0a dscfap plan dated 8-22-06. Your temporary certificate of occupancy expired two years ago; immediate attention is required.Please contact me at 630/553-8528 to schedule your next inspection, Sincerely, J nnifer Woodrick Engineering Admin. Assistant Cc: Willman&Groesch Brendan McLaughlin,City Administrator Joe Wywrot,City Engineer Darrell Busch, Sr.Eng.Tech. Paul Zabel, Building Code Official Lora Chapman, Building Dept. Secretary Dee Weincrt, Permit Clerk ID C1rt United City of Yorkville County Seat of Kendall County J 00 800 Game Farm Road 111 1836 Yorkville,Illinois 60560 .. Telephone: 630-553-8528 Fax: 630-553-3436 'S} a Website: www.yorkville.il.us 4LE 1'►-'N September 18,2009 Ms.Kelly Knierim S &K Development 816 Ridgeview Lane Sugar Grove,IL 60554 RE: Prairie Garden Executive Center,234 Garden,Lot 7/Building F-Punchlist 1 Dear Ms.Knierim, A field inspection of the above site has been conducted;below is the initial project punchlist: General • Submit record drawings for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures,as well as existing sewer structures where connections are made. For watermains,provide valve rim elevations and top-of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole(for sewers)and to the nearest side lot line and distance back-of-curb for B-Boxes.Benchmarks are to be established on all new hydrants and listed in tabular form.As-built light pole locations and cable routing are to be provided. As-built stormwater basin grading and volume calculations, and adequate spot elevations for all major-storm overflow paths are required. Additional as- built data may be required on a case-by-case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. • No address is on the building,this is required to be placed immediately. Cam{ W )Paving&Gradioe rc-, • Binder only in parking lot;complete parking lot paving. 60 • Complete parking lot striping and signage,per approved plan. — AO • Complete final grading of site and submit final grading survey,for inspection. -- 234 Garden,PL 1 Sanitary,Water,Storm • Set sanitary clean out to final grade. • Raise FH A-valve to final grade. �'" /V C� • Unable to locate B-Box; locate and set to final grade. • Storm structures must be checked again after final grading is complete. Please arrange to complete these items immediately, and contact me to schedule a re-inspection of this project punchlist(630-553-8528). Sincerely, C- '�' t ( J (C iD Jennifer Woodrick Engineering Admin.Assistant Cc: Willman&Groesch Contractors Brendan McLaughlin,City Administrator Joe Wywrot,City Engineer Bill Barkley,Sr. Engineering Tech. Darrell Busch,Sr.Engineering Tech. Paul Zabel,Building Code Official Dee Weinert,Permit Clerk Lora Chapman,Building Dept. Secretary 234 Garden,PL 1 o United City of Yorkville J 800 Game Farm Road EST _ 7636 Yorkville, Illinois 60560 -4 Telephone: 630-553-4350 Ft Fax: 630-553-7575 Kendw COUnry , <LE April 23, 2013 Ms.Kelly Knierim S &K Development,LLC/Windham Group 816 Ridgeview Lane Sugar Grove,Illinois 60554 Re: PRAIRIE GARDENS RESUBDIVISION OF LOT 4—YORKVILLE,IL STATE BANK OF ILLINOIS: LETTER OF CREDIT#2001-27 Dear Ms. Knierim: The United City of Yorkville is currently holding an irrevocable letter of credit (LOC) in the amount of$164,784.74 for site work improvements to be completed by S &K Development, LLC for the above-referenced project. The aforementioned letter of credit has been amended since its initial issuance on October 19,2001. According to our recent inspection of the project site and a punchlist letter prepared by Engineering Enterprises, Inc. dated April 15, 2013, the Prairie Garden Resubdivision of Lot 4 Development has some significant outstanding site improvements, such as but not limited to, unpaved surface course,incomplete parking lot striping and the submittal of record drawings. If you intend to proceed with the completion of the development in the near future,please contact the City immediately to discuss your anticipated completion timeline. However, if it is not your intention to address these immediate onsite improvements, the City may exercise its right to draw upon the current LOC and demand payment for completion. For your reference, a copy of the original and amended letter of credit, punchlist and approved Final Plat have been enclosed. If a response has not been received within thirty (30) days from the date of this letter, the City will assume you intend not to move forward with completing the outstanding work items. 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 knoblekyorkville.il.us. Sincerely, 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