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Public Works Packet 2006 01-09-06 A ciry United City of Yorkville 800 Game Farm Road EW. '� 1836 Yorkville, Illinois 60560 �p� .. Telephone: 630-553-4350 2Q Fax: 630-553-7575 E y`` PUBLIC WORKS COMMITTEE MEETING AGENDA Monday,January 9,2006 7:00 PM Revised: 1/6/06 City Hall Conference Room Approval/Correction of Minutes: December 5, 2005 Presentations: 1. PW 2006-04 SCADA System—Contractor Qualification Process by EEI 2. PW 2006-16 Route 47 Improvements (Corneils—Baseline)—Engineering Agreement by EEI 3. PW 2006-18 Water Connection Fee—Proposed Revision by EEI New Business: 1. PW 2006-05 Bristol Bay—Plat of Easement for Offsite Utilities 2. PW 2006-06 Betzwiser Development—Earthwork Letter of Credit Expiration 3. PW 2006-07 Rob Roy Creek Interceptor(Contract#2)—Change Order#2 4. PW 2006-08 Rob Roy Creek Interceptor(Contract#3)—Change Order#3 5. PW 2006-09 In-Town Road Program Phase 2 6. PW 2006-10 Sunflower Estates Unit 1 —Bond Reduction#4 7. PW 2006-11 Sunflower Estates Unit 2—Bond Reduction#2 8. PW 2006-12 Sunflower Estates Unit 3 —Bond Reduction#2 9. PW 2006-13 Galena Road Watermain—Laycom Easements 10. PW 2006-14 Saravanos Properties—Earthwork Letter of Credit Expiration 11. PW 2006-15 F.E. Wheaton Expansion—Final Acceptance & Letter of Credit Reduction#3 12. PW 2006-17 2005 In-Town Road Program—Change Order No. 1 13. FY 2006/2007 Budget Requests Old Business: 1. PW 2005-25 Tree Canopy Protection Ordinance—Part One 2. PW 2005-28 Private Improvements in City Right-of-Way, Tree Removal Policy (f/k/a PW 2005-28 Private Improvements in City Right-of-Way and PW 2005-34 Parkway Tree Policy) Additional Business: DRAFT Page 1 of 3 UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE MEETING MONDAY, DECEMBER 5,2005 7:00 P.M. City Hall Conference Room PRESENT: Alderman Joe Besco, Chairman Public Works Director Eric Dhuse Alderman Dean Wolfer City Engineer Joe Wywrot Larry Franklin,resident John Crois, City Administrator The meeting was called to order at 7:00 pm. by Chairman Joe Besco. Approval/Correction of Minutes: November 7, 2005—The Minutes were approved. Presentations: None. New Business I. PW 2005-28 Private Improvements in City Right-of-Way—Parkview put in curbs along Center Street which caused problems. Curb cuts for drainage must be put in as well as backfilling. It is thought that private improvements in the public right-of-way should be discouraged. There could be liability issues. Brick Mailboxes,underground lawn sprinklers, and curb ramps are things that homeowners have put there and could cause problems in the future. Flowers could be put in as long as they do not interfere with sight distance for passing drivers. Underground lawn sprinklers will not be fixed or replaced if they are discovered during street or sewer or waterman repairs. The steel plate curb ramps should be removed and the bill sent to the homeowner. Mailboxes will only be replaced with a standard U S mailbox. Larry Franklin is a homeowner on the comer of Spring and Liberty Street. He wants to be rid of the gravel shoulder that was installed during the in town road program construction in front of his yard. If the homeowner wants curbing, it should be approved by the city and public works and should meet city standards. The whole block should want to put in curbs for it to be done so there is not one house with curb, one house without, and then another house with curb, etc. Larry Franklin has curb along the part of his property on Spring and it could possibly be wrapped around the corner onto Liberty. Code Enforcement should be done by someone at the city. Education about improvements in the right-of-way will be put on the website and in newsletters in the future. This will move on to COW for discussion. 2. PW 2005-29 Water Department Report for September 2005—This will move on to COW. r4ASO Page 2 of 3 3. PW 2005-30 Fountain Village—Earthwork Letter of Credit Expiration—This will move on to COW. There was further discussion about the curb issue and about road widths for barrier curbs. Also an engineer would need to be hired to design the street to be able to put in a curb so there would be no problems with the road and drainage. There was also discussion about the curb on another side of the block that Parkview is on. 4. PW 2005-31 State Street Water main—Change Order#1 —This is a$0 Change Order that will delay construction until March 1St. The developer has asked that he could recover his sub-contractor cost if it is higher because of the delay. This will move on to COW. 5. PW 2005-32 Route 47 Water main—Change Order#1 —This is for the Water Tower on Galena Road. This is the final balancing Change order with a$356.42 increase. This will move on to COW. 6. PW 2005-33 Game Farm Road/Somonauk Street—Additional Phase 1 Engineering Agreement and MFT Appropriation Resolution—These will have to be approved separately at COW. This is for work outside the original scope of service that was required by the city, the school, and by IDOT. Construction will begin in 2008 and continue into 2009 and will be done in pieces to allow for continuous access to the road. This will go on to COW. 7. PW 2005-34 Parkway Tree Policy—This is for requests the city has been getting from homeowners that want parkway trees removed that are healthy. The unwritten policy has been that only dead, dying, or diseased trees will be allowed to be cut down by the city or the homeowner. A policy will be drafted and come back to the Public Works meeting in January. 8. PW 2005-35 Public Works Space Needs—City Vehicles—Only people who reside within a certain mileage from Yorkville would be allowed to take their vehicles straight home from work temporarily. This is a taxable fringe benefit. This will go to COW. 9. PW 2005-36 Route 47 Improvements—IDOT has asked the city for a commitment of approximately 1.7 million dollars. Some of the money can be recouped or cut because of things like the sidewalk agreements with the properties along Rt. 47. Also things need to be considered like ornamental lighting in the downtown area, and brick sidewalks in the downtown area. $300,000 - $400,000 should be put away each year for this. This is eligible for MFT dollars if there is any. Tracy Pleckham will be asked to provide a funding memo. This will go on to COW. 10. PW 2005-37 Bruell Street Force main and Sanitary Sewers—Change Order #3—This is the final balancing change order for the force main and the abandoning of the Bruell Street Pump Station. This will go on to COW. Old Business 1. PW 2005-21 Provena Dryer Medical Center—Acceptance of Water main and Sanitary Sewer—This item is removed from the agenda. Page 3 of 3 Additional Business Eric Dhuse said there was a sewer break at Van Emmon and Rt. 47. There was a break that was fixed 3 months ago and it broke 3 feet from where it had been fixed and filled a building, so the city will be receiving a Service Master bill for the cleaning. There is no manhole in this location. The patching was done by Aurora Blacktop. Eric Dhuse also said the salt trucks were out and there were been 2 fender benders where there was damage to the cars involved,but there was no damage to the city trucks. The meeting was adjourned at 7:55 P.M. Minutes submitted by Laura Leppert co,j, Reviewed By: �s p City Council J -c► Legal ❑ Finance ❑ Esr. 1 , yaws Engineer �.� ti��•:1 -�� Agenda Item Tracking Number City Administrator ❑ -P W o2 � �'p O Consultant ❑ SCE City Council Agenda Item Summary Memo Title: SCADA System—Contractor Qualification Process City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: The ad hoc SCADA committee recommends pre-qualification of Engineered Control Solutions Kamp/Synergy LLC and US Filter Control Systems to bid on our SCADA project. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Ratify QBS questionnaire and concur with ad-hoc SCADA regarding firms qualified to bid on the SCADA project. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Aw car o United City of Yorkville Memo '" 800 Game Farm Road EST. 77 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 o Fax: 630-553-3436 <CE ,w Date: December 12, 2005 To: John Crois, Interim City Administrator 1\ From: Joe Wywrot, City Engineer v CC: Eric Dhuse, Director of Public W rks Liz D'Anna,AOmiwi mtive Assistant Subject: SCADA System—Contractor Qualification Process Part of our waterworks system upgrades includes construction of a Supervisory Control and Data Acquisition(SCADA) system, which is a computer network that feeds data from the various waterworks sites around town to central point. A SCADA system is needed to effectively monitor and manage the water system, which has grown from two wells,two water towers and one booster station to five wells, five water towers, three booster stations, two pressure reducing stations, and three water treatment plants. Since these sites need to exist before the SCADA system can communicate their data, construction of the SCADA system is one of the last waterworks projects to complete. SCADA is a highly specialized field, and competitive bidding could result in an unqualified or less qualified firm being the low bidder. Therefore EEI prepared a list of 5 firms that perform this type of work and suggested that an ad-hoc SCADA committee (consisting of Jeff Freeman, Tim Farrell, and Eddie McCall of EEI, Eric Dhuse, and myself) interview them and pare down the list to three firms that are best qualified. EEI prepared a questionnaire worksheet for the committee to write down their comments, and also provided typical questions that the committee might ask(see attached). The firms requested to present their qualifications were Engineered Control Solutions, Kamp/Synergy LLC, Metropolitan Industries, Inc., SEC Automation, and US Filter Control Systems. The interviews were conducted on August 12, 2005, and the ad-hoc committee reached a consensus that three of the firms are highly qualified and recommended that those firms be allowed to bid on the project. Those firms are Engineered Control Solutions, Kamp/Synergy LLC, and US Filter Control Systems. The other firms (Metropolitan Pump and SEC Automation)were felt to be less experienced and therefore less qualified. Please refer to the attached QBS Summary from EEI summarizing the interviews. The next step is to finalize the bidding documents, and then release the documents for bids. The bidding process,however,would only be open to the three firms qualified by the ad- hoc committee. The City Council recently established a policy regarding Qualification Based Selection. While I believe that policy was primarily intended to apply towards professional services like consultants, it could also conceivably be applied towards the SCADA qualifying process. This was an oversight on my part, and therefore I request that the City Council ratify the questionnaire worksheet and qualification of the firms selected by the ad-hoc SCADA committee. I have also asked John Wyeth to confirm that we can conduct a closed bidding process for this project. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. United City of Yorkville SCADA Improvements Project Qualifications Based Selection: Record and Question Sheet Company Name: Reviewer Name: Outline Headings General Comments a. Company Introduction and Background: b. Company Related Experience: C. Company Approach: d. Warranty and After Sale Service Engineering Enterprises,Inc. Sugar Grove,IL Company Name: Reviewer Name: Select Questions: • Experience with Multiple Sites Integration • Location of Main Office with Tech Support • No. of Available Tech Support Individuals • Approx. Service Response Time • Location of Work Shop • Ability to Perform Work in House • Outsourcing(if any) • Other Questions Engineering Enterprises,Inc. Sugar Grove,IL Supervisory Control and Data Acquisition (SCADA) Improvements Project Qualifications Based Selection Summary. United City of Yorkville, Kendall Co., IL a. Company Introduction and Background: Engineered Control Solutions: UL Certified Facility Proven track record Focus Municipal Water Market Located in Centralia, IL Kamp Synergy: UL Certified Facility Proven track record SCADA is their Core Business—7 Employees Located in Milwaukee, Wisconsin Metropolitan Pump Co.: UL Certified Facility Focus on packaged water and wastewater pumping systems Have general controls experience, but limited SCADA experience Located in Romeoville, IL SEC Automation: Fabrication Facility not UL certified Track record in larger SCADA projects not clearly outlined Located in Yorkville and McHenry US Filter Control Largest Installer of Municipal SCADA Systems in the U.S. UL Certified Facility Home office in Minnesota— Field support in Chicago Land area b. Company Related Experience: Engineered Control Solutions: Multiple Projects Completed 41 years of company experience Kamp Synergy: Multiple Projects Completed ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL SCADA QBS SUMMARY PAGE 2 OF 4 33 years of company experience Metropolitan Pump Co.: Unclear how many SCADA Projects Completed in the Municipal water treatment and distribution market. Unclear number of years of experience in SCADA SEC Automation: Experience in municipal Water Works System SCADA projects is limited. One of the six projects presented appeared to be a new SCADA System, two were maintenance contracts, and the other three projects were additions or upgrades to existing systems. US Filter Control Multiple Installations locally and nationally. Provided local control integration on Water Treatment Plants and Elevated Water Storage Tanks within City's system Local Technical support in the Chicago area. C. Company Approach: Engineered Control Solutions: Nine (9)full time techs Have worked with multiple communication options (i.e. spread spectrum radios, licensed radios, leased lines, Etc.) All PI-Cs are Allen Bradley SCADA Software off the shelf(Wonderware and Intellution) Cradle to grave responsibility for what they design and install Provide "First Responder" (i.e. local electrical contractor to respond and be available 7/24 to address SCADA operation issues: Dixie Electric) Can conduct radio path surveys Factory testing and trouble shooting prior to shipment Kamp Synergy: Inherit entire Yorkville System and accept responsibility for entire system (existing and proposed). Provide 7/24 customer service All software developed in house, software includes Wonderware with HMI software and report generating software. In house review of all existing ladder logic. Have worked with multiple communication options (i.e. spread spectrum radios, licensed radios, leased lines, Etc.) Metropolitan Pump Co.: VT SCADA 1St Choice on SCADA Software ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL SCADA QBS SUMMARY PAGE 3 OF 4 Will work with any equipment or software Remote Terminal Units (RTU`s) by Control Microsystems (Canadian) Familiar with multiple communication options (i.e. spread spectrum radios, licensed radios, leased lines, Etc.) SEC Automation: Suggest Intellution Software— similar to Village of Byron Familiar with multiple communication options (i.e. spread spectrum radios, licensed radios, leased lines, Etc.) In house manufacture of panels but needs to be UL certified by a separate company. US Filter Control Allen Bradley PI-Cs—consistent with existing PI-Cs in system Familiar with system — have done controls integration for Water Treatment Plants and Elevated Water Storage Tanks In house fabrication of Panel and UL certification Testing of equipment prior to shipment Have worked with multiple communication options (i.e. spread spectrum radios, licensed radios, leased lines, Etc.) Can conduct radio path surveys d. Warranty and After Sale Service: Engineered Control Solutions: After sale service includes communication towers On site parts and labor for repair "First Responded' sub-contract Kamp Synergy: Twelve (12) months standard Hardware/software installed will be linked to direct contact at factory Technical support available twenty-four (24) hours. Two hour travel time from factory to site. Metropolitan Pump Co.: Two (2) years minimum Local to area SEC Automation: One (1) year minimum Warranty includes all upgrades in software ENGINEERING ENTERPRISES,INC. SUGAR GROVE, IL SCADA QBS SUMMARY PAGE 4 OF 4 US Filter Control: Eighteen (18) months from time of shipping or Twelve (12) months from date of start-up Technical support available in the area: Joe Ternus (programming), Vlad Elkin/Don Ogren (Field) ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL `,��D C/r f, Reviewed By: City Council Legal ❑ Finance 11 esr 1 '1836 Engineer ` Agenda Item Tracking Number .4 � City Administrator ❑ C o 9 ' Consultant ❑ Pw r�cc C 5 LE City Council Agenda Item Summary Memo Title: Bristol Bay—Plat of Easement for Offsite Utilities City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: This plat of easement is needed for construction of watermains, sanitary sewers, and storm sewers in the area north of Galena Road but outside Units 1-7. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road 1836 Yorkville, Illinois 60560 —�� Telephone: 630-553-8545 o �� Fax: 630-553-3436 ,moo E Date: December 21, 2005 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: John Wyeth, City Attorney O" Liz D'Anna, Administrative Assistant Subject: Bristol Bay—Plat of Easement for Offsite Utilities Attached find one copy of a proposed plat of easement for city utilities in the Bristol Bay development. The easement covers the area north of Galena Road outside of Units 1-7. The easement is needed to construct watermains, sanitary sewers, storm sewers, and drainage swales. Some of the areas covered by this easement are planned for future units of Bristol Bay. In those areas,we will need to vacate portions of this easement when the future plats are approved. Since the exact design of the those future plats does not currently exist, recording a blanket easement now and then vacating later is the most expedient method satisfying the need for the easement.Note that the easement only allows city utilities, and not gas mains, or electric,telephone, or CATV lines. I recommend that this easement be approved. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. SMITH ENGINEERING CONSULTANTS, INC. 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Tine undersigned, ... ... g os Grantee of '.:".'...' ..'.'.:: .:'.'.......;."..'.:....'.' -.15 _ _the Easement described and 9ronted hereon does certify that - ....... .... ....... .. .. .... ........::. - ' i.. a' on this_ day of .�.. ............ .'...::.....'...'.'...'.'`� \ d A.D.,2005, this Plat of Easement and r.,-f o/Eosemaot was H ... .. ... .. 5 `t duly appro-d os to forrrL .. ...... _ ...� ... • U71L1TT00EASEMENT .:. HEREBY GRANTED e A7TESr. 17 IS INTENDED THAT PARIS OF INS EASEMENT WILL BE VACATED UPON RECORDING O FUTURE BRISTOL BAY PHASE 2 UNITS r STATE OF ILLINOIS THAT PART OF THE SOUTHEAST QUARTER OF SECTION 4.AND PART OF THE NO IHEAST QUARTER OF SEC710H 9.TOWNSHIP 37 NORTH,RAN a EAST OF TIE IMI TD PNHOPAL MERI IAN,DESCRIBED AS FOLLOWS 9EGMWl AT THE NORTHEAST CORNER OF SAID SECTION 9; THENCE SOUTH 00 DEGREES 00 MINUTES 23 SECONDS WEST.ALONG THE EAST LIE OF THE NORTHEAST QUARTER OF SAID }5S SECTION 9.15x230 FEET 10 THE NORTHERLY LINE OF GALENA ROAD: THENCE NORTHWESTERLY ALONG SAID NORTHERLY RIGHT OF WAY LINE.KING ALONG.n CURVE To THE LEFT WITH A RADIUS OF COUNTY OF KENDALL) 11500.00 FEET AND A CHORD BEARING OF NORTH 72 DEGREES 23 MINUTES 17 SECONDS EAST,AN ARC W47H OF 1138,43 FEET; THENCE NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST,ALONG SAM NORTHERLY ROOM OF WAY UNE 50.13 FEAR; THENCE NORTH 14 DECREES 46 MINUTES 21 SECONDS EAST.90265 FEET; THENCE NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST,60400 FEET; , - 1.Craig L Duy,Illinois Prdreird Lane 511nayr Nufnbr 3359. THENCE SOUTH 14 DEGREES 46 MINUTES 21 SECONDS WEST.539.21.FEET; 7HENCE NORTH 75 DEGREES 29 MINUTES 39 SECONDS WEST.208.25 FEET: THENCE SOUTH 97 DEGREES 42 MINUTES DO - de hraby criNy that UIr Plal d Eo..mwlt hear d,a-- SECONDS VEST.11527 FEET; THENCE NORTHERLY ALOW A CURVE TO THE LEFT WI7H A RADIUS OF 68MOD FEET AND A WORD BEARING OF NORM 07 DEGREES 07 MINUTES 03 SECONDS WEST.AN ARC - prapvad urn9 praxbu.very Hfrmatlen and maps.Plat.end LENGTH OF 291.78 FEET; THENCE NORTH 21 DEGREES 40 MINUTES'57 SECONDS WEST.171.66 FEET; THENCE SOUTHEASTERLY ALONG A CURVE-70 THE LEF'NTH A RADIUS OF 25.00 FEET AND A CHORD - 9ihr klsirumsob of naval la thr u.e end purpar.hrril BEAMMC O SOUTH da DEGREES 46 MINUTES 57 SECONDS EA57,AN ARC LENGTH ar 39.27 FEET; THENCE NORTH 21 DECREES M MINUTES 57 SECONDS WEST.390.00 FEEL THENCE NORTH 21 DECREES - rt Ierth,o/the hraan d-bad popery. 17 MINUTES 25 SECONDS WEST.80.72 FEET. THENCE NORTH 16 DEGREES 22 MINUTES 16 SECOND PEST.8273 FEET: THENCE NORTH 11 DEGREES N WNI11E5 a?SECONDS WEST,91.58 FEET; THENCE - Doled al YolkMle,Kaldall County I0Mda A.D.2005 - NORTH 07 DECREES 16 MINUTES 34 SECONDS WEST.77.21 FEET; THENCE NORTH 84 DEGREES 46 MINUTES 15 EAST.197.00 FEET; THENCE NORTH 04 DEGREES 37 MINUTES 14 SECONDS WEST.18.78 - GRAPHIC SCALE FECT; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT MITI A RADIUS OF 25.03 FEET AND A CHORD BEARIIO OF NORTH 42 DEGREES 55 MINUTES 25 SECONDS EAST.AN ARC LENGTH OF 4498 FEET; 7 ENCE NORTH as DECREES 51 WNU7ES 34 SECONDS EAST.244.64 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT MIN A RADIUS O'2500 FEET AND A CHORD BEAR ING O SOUTH 45 DEGREES 08 MINUTES 26 SECONDS EAST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 00 DECREES 08 MINUTES 26 SECONDS EAST.100.x3 FEEL THENCE NORTH all DEGREES 43 MINUTES INboh Profaebnd Lord S-e Na 3359 57 SECONDS,EAST.66.00 FEET; -THENCE NORTH 89 DEGREES 51 MINUTES 34 SECONDS EAST,159.96 FEET; 1HENCE SOUTH 00 DEGREES 00 MINUTES 28 EAST.97.01 FEET; THENCE SOUTH 21 DEGREES Oar 49 MINUTES.17 SECONDS EAST.69.76 FEET; PENCE SOUTH 30 DEGREES 15 MINUTES 12 SECONDS EAST.61.57 FEET; THENCE SOUTH 46 DEGREES 13 MINUTES 13 SECONDS CAST.81.57 FEET; THENCE - - Lbsor axpkatbl dote:11/30/2006 SOU 711 62 DEGREES it MINUTES 15$Ca/05 EAST.81.67 FEET; THENCE SOUTH 74 DECREES 29 MINUTES 73 SECONDS EAST.67.35 FEET: THENCE SOUTH 73 DEGREES 13 MINVIES 39 SECONDS EAST. (TH tm.� 1 W FEET; THENCE NORTH 26 DEGREES 14 MINUTES 21 SECONDS EAST,140.66 FEET; THENCE NORTH 08 DEGREES 21 MINUTES 24 SECONDS EAST.67.52 FEET; THENCE NORTH 03 DEGREES 37 MINUTES 13 SECONDS EAST•67.52 FEET: THENCE NORTH 01 DEGREES 06 MINUTES 59 SECONOS VEST.67.52 FEET: THENCE NORTH 05 DEGREES 51 MINUTES 20 SECONDS HEST,67.52 FEET. THENCE t Inch.300 fL NORTH 12 DEGREES 22 MINUTES 10 SECONDS WEST.83.52 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WTH A RADIUS OF 102&00 FEET IND A CHORD BEARING OF NORTH 75 DEGREES 41 1NIW7ES 46 SECONDS EAST.AN ARC LENGTH OF 59.41 FEET; THENCE NORTH 73 DEGREES 45 MINUTES 42 SECONDS EAST.36.17 FEET. THENCE NORTH 54 DEGREES 37 MINUTES 29 SECONDS EAST, 918.5 FEET: THENCE NORTH 74 DEGREES 46 MINUTES 59 SECONDS EAST.13500 FEET; THENCE NORTH 17 DEGREES 00 MINUTES 23 SECONDS VX57.77.00 FEET; THENCE NORTH 20 DEGREES 59 X MINUTES 09 SECONDS HEST•77.05 FEET; THENCE NORTH 24 DEGREES 40 MNUIES 44 SECONDS WEST.7523 FEET; THENCE NORTH 20 DEGREES 05 WNUT:S 21 SECONDS EAST.t20.36 FEET; THENCE NORTH 18 DEGREES 05 MINUTES 43 SECONDS EAST.76.27 FEEL THENCE NORTH 00 DEGREES 54 MINUTES 45 SECONDS WEST.818.50 FEET: THENCE NORTH 69 DEGREES 05 MINUTES 15 SECONDS EAST. -92188 FEET TO A POINT ON THE EAST LINE OF THE SOUTHEAST DARTER OF SAM SECTION 4 THAT IS 1844.04 FEET NORTHERLY OF(AS MEASURED ALONG SAW EAST UNt7 711E SOUTHEAST CORNER O SAID SE CTOR Y, THENCE SOUTH 00 DEGREES 14 MINUTES 27 SECONDS EAST.ALONG SAID EAST LINE.1644.01 FEET 70 THE POINT CE SEgNNING IN THE UNITED CITY o YORKMUE,KENOALL COUNTY, r+.1-� r�� �+1�� - .This:map ors ersoled Ear Use a.a Plat of sa anent. This mal,W IWNaS, G QANT V1 EASEMENT not to b.a.xd for any arNructbn or maYng P.P-.Nithaul.anent - AND THAT PART OF THE SOUTH HALF OF SECTION 4,AND PART OF THE NORTH HALF OF SECTION 9.TOWNSHIP 37 NORTH.RANGE 8 EAST OF THE THIRD PRINCIPAL MERIOIAN,DE RED AS FOLLOIYS BRISTOL BAY SLBOIVISION PHASE 2 I,-a prapr agent of SmMh EngYlarbg Cnaultnta,Ina. COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE NORTH 00 DEGREES 09 MINUTES 15 SECONDS VEST,BM52 FEET FOR THE PANT OF BEOINNINq •THM IS NOT a Plat d Survea No a.N.nptbne v agreemnb m to THENCE SOUTH BB DEGREES 47 MINUTES 59 SECONDS EAST,104.18• THENCE SOUTH 01 DEGREES 12 MINUTES 01 SECONDS WEST,94.97 FEET. THENCE SOTH AS DEGREES 47 MINUTES 59 SECONDS YORKVILLE, ILLINOIS - anrahp,..'v Possaw r eon ba c-rad Nan this daament. EAST.20'.36 FEET: THENCE SOUTHEASTERLY ALONG A CARVE TO THE LEFT MIEN A RADIUS OF 1190.00 FEET AND A CHORD BEARING OF SOUTH 10 DEGREES 21 MINUTES 43 SECONDS EAST,M ARC 'Na undrgrouns Ynproram ru haw been bcata l Imlea all orM - LENGTH OF 47578 FEET; THENCE SOUTH 21 DECREES 48 MINUTES 57 SECONDS EAST.536.06 FEET; THENCE SOUTHERLY ALONG A CURVE TO THE RIGHT W.TH A RADIUS OF Still FEET AND A CHOW - Mtetl. BEARIN G OF SOUTH 00 DEGREES 02 MINUTES 50 SECONDS EAST,AN ARC LENGTH OF 381.81 FEET: THENCE SOUTH 14 DEGREES 38 MINUTES 41 SECONDS yAS7.14150 FEET: THENCE SOUTHWESTERLY •No d.lanee nodtl be oalmatl by xd'ng. AWN&A CRVE TO THE RIGHT WIN A RAOMS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 59 DEGREES 42 MINUTES 31 SECONDS WEST.AN ARC LENGTH OF 39.33 FEET; THENCE SOUTH 14 - •This map i1 orb without arigild amboread v fad edvrd veal and DEGREES 3B MINUTES 41 SECONDS WEST,20.00 FEET To THE NORTHERLY RIGHT OF WAY LINE O'GALENA ROAD: THENCE NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST.ALONG SAIO NORTHERLY - - dgnatur<aNltxeL - RIGHT OF WAY LINE,90506 FEET; THENCE NORTH 00 DEGREES 01 MINUTES 41 SECONDS WEST,24163 FEET; THENCE SOUTH 99 DEGREES 55 MINUTES 19 SECONDS WEST.368.69 FEET; THENCE NORTH REVISIONS DNM BY: INT., GATE: PROJECT NO. 19 DECREES 50 MINUTES 05 SECONDS WEST,831.41 FEET; THENCE SOUTH all DEGREES 00 MINUTES 40 SECONDS WEST,331.94 FEET; THENCE NORTH 00 DEGREES 59 MINUTES 56 SECONDS WEST, 402&9 FEET, THENCE SOUTH 88 DEGREES 47 MINUTES 59 SECONDS EAST,597.21 FEET; (HENCE SOUTH 01 DEGREES 12 MINUTES 01 SECONDS WEST.67.12 FEET; THENCE SOUTH 8a DEGREES 47 7. fyll 12/19/03 „GS 71/09/05 050299 - •Annolotxm abbravialbn.- MINUTES 59 SECONDS EAST,601.67 FEET; THENCE NORTH 01 DEGREES 12 MINUTES 01 SECONDS EAST.74.73 FEET; THENCE SOUTH 86 DEGREES 47 MINUTES 59 SECONDS EAST,129.51 FEET TO THE - 2 ;DSN BY:.HIN HORIZ SCALE: SHEET N0. P.0.8.a pant o/be9nnn9 PANT Qi BEgMNINC,IN THE UNTIED p71'O YORNMLLE..KENOALL COUN77,IWNpS P.O.C.••pant o/dam a acbaned 3 S 7•-J00• A1ll b«a i'aadiaeGyia By VERT SC ALE: 1 ♦,��D C/�.y Reviewed By: Legal ❑ City Council EU. IM Finance ❑. Engineer . v� City Administrator ❑ Agenda Item Tracking Number Consultant ❑ PW Qoc� <I.E `�♦. ❑ City Council Agenda Item Summary Memo Title: Betzwiser Development—Earthwork Letter of Credit Expiration City Council/COW/Committee Agenda Date: PW Committee 1/9/06 Synopsis: Authorize City Clerk to call the letter of credit if it is not renewed by April 3, 2006. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: C/T j United City of Yorkville Memo 800 Game Farm Road EST. , �'� 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: December 22, 2005 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer V CC: John Wyeth, City Attorney Liz D'Anna, Administrative Assistant Subject: Betzwiser Development—Earthwork Letter of Credit Expiration First Midwest Bank LOC #150018041-201 Attached find a letter from First Midwest Bank notifying us that the letter of credit for the Betzwiser development will expire on April 29, 2006. This is a commercial development at the SW corner of Badger and Wolf Streets. I spoke with Brian Betzwiser and told him that the city will need to call the Letter of Credit if it is not renewed. He understood and will request a reduction early next year so when he renews the Letter of Credit it will be for a lesser amount. I recommend that we begin the process of calling the letter of credit if it is not renewed by April 3, 2006. Please place this item on the Public Works Committee agenda of January 9, 2006 for discussion. ORIGINAL First Midwest Bank 300 North Hunt Club Road / \ Gurnee,Illinois 60031 = First Midwest `�11® December 15, 2005 Sent by Certified Mail,Return Receipt Number 7002 0460 0003 93627117 Mayor and Aldermen City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: First Midwest Bank Letter of Credit No. 150018041-201 Betzwiser Development LLC Gentlemen: In accordance with the terms and conditions of the above referenced Letter of Credit issued in your favor in the current amount of $15,711.30, we hereby inform you of the impending expiration date of April 29, 2006. Sincerely, Evange me Patricio Documentation Review Specialist cc: Betzwiseer Development LLC Richard Ethridge Saved as:beL-Msendoc EQUAL LE FMC FMC LENDER Reviewed By: J Legal ❑ City Council Finance ❑ EST , 7 -.7° 18W Engineer f City Administrator ❑ (�� Agenda Item Tracking Number O F O Consultant El -P aCc(r- C-7 City Council Agenda Item Summary Memo Title: Rob Roy Creek Interceptor(Contract#2)—Change Order No. 2 City Council/COW/Committee Agenda Date: PW Committee 1/9/06 Synopsis: For crop damage in the amount of$4200. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Cyr o United City of Yorkville Memo 800 Game Farm Road Esr , ;., 1836 Yorkville, Illinois 60560 4 Telephone: 630-553-8545 o Fax: 630-553-3436 LP Date: December 22, 2005 To: John Crois, Interim City Administrator \ From: Joe Wywrot, City Engineer V CC: Traci Pleckham, Finance Director Liz D'Anna,Administrative Assistant Subject: Rob Roy Creek Interceptor(Contract#2)—Change Order No. 2 Attached find one copy of proposed Change Order No. 2 for the referenced project. This change order, in the amount of a$4200 increase, is for crop damage on the Fisher property. Please refer to the attached letter from Gail Fisher. I recommend that this change order be approved. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. WALTER E . DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODLAWN AVENUE • TELEPHONE (630)897-4651 • FAx (630)897-5696 AURORA, ILLINOIS 60506 December 20, 2005 Mr. Joe Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Change Order No. 2 Rob Roy Creek Interceptor- Contract No. 2 W.E.D.A. Job #788-04050-01 Dear Joe: In accordance with the terms of the Easement Agreement with the Conover family, crop damage needs to be reimbursed at a rate of$400/acre. We are in receipt of a letter from Mrs. Gail Fisher dated December 17, 2005 requesting reimbursement of crop damage in the amount of 10.5 acres x $400/acre or$4200.00. Please find enclosed Change Order No. 2 to the above referenced contract, in an increased amount of $4200.00. Should you have any questions,please do not hesitate to call the undersigned. Very truly yours, WALTER . DEUCHLER ASSOCIATES, INC. Philip e F. Moreau, P.E. PFM/mw Encl. cc: Gail Fisher,w/Encl. Ralph Pfister, Yorkville-Bristol Sanitary District, w/Encl. Glen Kirchen, Glenbrook Excavating, w/Encl. Karin Tenuta, Glenbrook Excavating, w/Encl. Don Pieart, WEDA,w/Encl. • Water Works and Sewerage • Buildings and Structures • Design and Construction • St+eets and Street Lighting • Investigations and Reports • Project Financing ��-•. ut`U, 10. 2005 1:51AM• . ' VWALTER E DEUCHLER ..��...,..��.. �....� � � .., — X0. 128 P. 2-" CHANGE ORDER Order No. 2 Date 12=20-0 _r r Agcecment Date: NAME OF PROJECT: y C CO r: O"ER: . Q VIC. 1N CONTRACTOR CA A g cl=gcs are hereby made to the CONTRACT DO CUI%UNTS. :�.'.•' ;.:, �; Justification: - Chan9c to CONTRACT PRICE: $ Original CONTRACT PRICE: $ ant CONTRACT PRICE adjusted by previous CHANGE ORDER$ l 6 7 8.00 •. . The CONTRACT PRICE due to this CHANGE ORDER will be(increased K' 4 2 00 ) ( scd)by. �:•+,•L The new CONTRACT PRICE including this CHANCE ORDER will be 00 Change to CONTRACT T'IM: MIZ will be(increased) (decreased)by calendar days, The date for completion of all work is A'+'F`~' Rsgv�ested bY' alt $, (Date). I D c l Ass at Accepted by; Coil . o xc atin C to c �' '�°;rx;;,.• .Approved by: � r�F r Approved:, .Y Date Mayor Attest :Cit �•:', y Clerk December 17, 2005 Walter E. Deuchler Associate, Inc. Mr. Philippe Moreau 230 Woodlawn Avenue Aurora, Illinois Dear Mr. Moreau, Re: Rob Roy Creek Interceptoring Sewer Easement We need to be reimbursed by the City of Yorkville for the portion of the Rob Roy sewer running through the Conover farm. The acreage is 102 acres @$400 per acre for a total of $4, 200.00. Whis money can be sent to Mrs. Gail C. Fisher, et al 501 Conover Lane, Yorkville, IL 60560. Thank you very much. Sincerely, 5" -v Reviewed By: Legal ❑ City Council Es Finance MT. �sss g Engineer Gfl- �zl2y t�s ,w; '� m City Administrator ❑ Agenda Item Tracking Number Consultant ❑ City Council Agenda Item Summary Memo Title: Rob Roy Creek Interceptor(Contract#3)—Change Order#3 City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: This change order is for crop damage and delays in delivery of sewer pipe. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: `.1 cry J� o United City of Yorkville Memo 800 Game Farm Road EST. sss Yorkville, Illinois 60560 4 Telephone: 630-553-8545 o� Fax: 630-553-3436 Date: December 28, 2005 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Liz D'<Anna.,At istrative Assistant Subject: Rob Roy Creek Interceptor(Contract#3)—Change Order#3 Attached find one copy of proposed Change Order#3 for the referenced project. This change order, in the amount of a$6400 increase and a 30-day time extension, is due to unavoidable crop damage and delays associated with the gulf-coast hurricanes this past year. Please refer to the attached letter from Walter E. Deuchler Associates for more details. I recommend that this change order be approved. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. WALTER E. DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODLAWN AVENUE • TELEPHONE (630)897-4651 • FAx(630)897-5696 AURORA, ILLINOIS 60506 December 2, 2005 Mr. Joe Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Change Order No. 3 Rob Roy Creek Interceptor- Contract No. 3 W.E.D.A. Job #788-04050-01 Dear Joe: Please find enclosed Change Order No.3 which identify changes to the above referenced project as follows: 1. On November 2,-2005 Dempsey Ing, Inc. requested an additional 30 day extension due to delays caused by the Katrina and Rita Hurricanes. Dempsey suspended work until October 25,2005 when the increase in the PVC pipe prices was approved by the City Council. 2. Mr. Rick Brummel of Plano, Illinois farms the Sexton property north of Route 34. In accordance with the easement agreement, crop damaged within the temporary construction easement needs to be reimbursed. The amount of crop damage is$6400.00. We have informed Dempsey to reimburse this amount to Mr. Rick Brummel. We trust Change Order No. 3 will be approved by the City Council and should you have any questions, please contact the undersigned. Very truly yours, WALTE E. DEUCHLER AS TES, INC. Philip reau, P.E. PFM/mw Encl. cc: Ralph Pfister, w/Encl: Bruce Kisser, Dempsey Ing, Inc.,w/Encl. Don Pieart, WEDA, w/Encl. • Water Works and Sewerage • Buildings and Structures • Design and Construction • Streets and Street Lighting • Investigations and Reports • Project Financing 1Z/UL/ZUUS 1Z:43 r'AA 1ti3UJUZ)0tsUZ Vk1mr5r;Y INN 11V1; wJUUZ DEC. 2, 2005 9:02AM WALTER E DEUCHLER N0. 901 P. 3 CHANGE ORDER OrderNo. 3 Date 12-02-OS AgreementDate:, S tember 6,2(0 K Il NAME OF PROJECT= ROB ROY C1tE �R TO CO CT 3. YO IL OS OWNER: UN-"BD CITY F Y RKVILLE T 1NOIS CONTRACTOR:_ --AE SEY INCr INC The.followimg changes are hereby made to the.CONTRACT DOCUMENTS: justification: Chauage to CONTRACT PRICE: $ Oriigutal CONTRACT PRICE: $_ 1.975,631,00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER$ 2 Z19 990.50 The CONTRACT PRICE due to this CHANGE ORDER will be(increased)(Accremed)by: The new CONTRACT PRICE including this CHANGE ORDER will be$ 226 90 50 Change to CONTRACT THVIE: The CONTRACT TAME will be(' creased)(d=rca )by calendar days. The date for completion of all w is M 3 - 2006 (Date). Requested by. Walter a Assoc' a Inc_ Accepted D s In c. Approved by: :M-e/01/L0U5 15:YS YAA 10JUJ000OUG Lnmronz iiu iia ua.VVaar... ■ DEMPSEY ING, INC. Sewer & Water Contractor 601 E.North St.,P.O.Box 127,Elburn,IL 60119 Phone 630-232-7056 Fax:630-365-5802 November 2, 2005 Mr. Philippe Moreau Walter E. Deuchler Associates,Inc. 230 Woodlawn Avenue Aurora,Il 60506 Re: Rob Roy Creek Interceptor, Contract 3 Dear Phil: On September 27,2005 we were informed by our pipe supplier that the order had been canceled due to the hurricanes in the gulf_ Over the course of the following three weeks we were able to find an alternate supplier for the pipe,but at a higher price. The city of Yorkville approved the price increase on October 25, 2005. Because of the uncertainty of getting this product we suspended work on the project until October 24, 2005, therefore we are requesting a 30 day extension to the completion date of February 28, 2006 to cover the lost time. Very truly yours, DEMPSEY IN , INC. Bruce Kisser Chief Estimator 5721tr S o INVOICE NO. 4291 SOLD TQ / S ED TO STREET& NO. �- REET CITY STATE ZIP CITY STATE ZIP CUSTOMER'S ORDER SOLD BY TERMS F.O.B. DATE W z � 3 d �b a 7L 725 i INVOICE NO. 4292 SOLD - SHIPPED TO STREET&N � STREET&NO. ` CITY STATE ZIP CITY STATE ZIP CUSTOMER'S ORDER SOLD BY TERMS F.O.B. DATE W V > , Z loll use l � Q,Grcd f UU 725 A tD C/ry Reviewed By: Legal ❑ City Council Finance ❑ M. , less Engineer J City Administrator El Agenda Item Tracking Number Consultant El _Pw ILL E City Council Agenda Item Summary Memo Title: In-Town Road Program—Phase 2 City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: Seeking committee consensus on design issues for Adams Street and Mill Street. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Consensus Council Action Requested: None at this time. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road EST Y.1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Y =p Fax: 630-553-3436 <,LE ,vv Date: December 21, 2005 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Traci Pleckham, Finance Directo Liz D'Anna, Administrative Assistant Subject: In-Town Road Program—Phase 2 Smith Engineering has begun design work for this project, and we had a working meeting with them a few weeks ago to discuss design parameters. There are a few items that came up that I wanted to bring to Public Works Committee attention and also seek direction. 1)During the preliminary design work a few years ago, we discussed the existing alignment of Adams Street merging into Van Emmon Street. This is an unusual alignment due to the steep grades just north of Van Emmon. At that time we decided to retain the existing alignment. Smith has asked if that is still our decision, or if we want to eliminate the connection. I recommend that we retain the existing alignment. 2) The original limits of the Mill Street reconstruction were from Hydraulic to Fox. We should consider extending the southern limits one block to Washington Street. There are significant drainage problems on Mill between Fox and Washington that should be addressed. The estimated cost of adding this section of road to the project is about $100,000, which also includes engineering expenses. Traci Pleckham should comment on whether the bond for this project is sufficient to fund this expense, or if we could supplement the bond with general funds. Please place this item on the Public Works Committee agenda of January 9, 2006 for discussion. N6 C/r y Reviewed By: J?♦ O� Leal ❑ City Council Finance El EST. _ Engineer 0 "-' v� City Administrator ❑ Agenda Item Tracking Number Consultant ❑ P W C9 0C(C- 10 <cE `��. ❑ City Council Agenda Item Summary Memo Title: Sunflower Estates Unit 1 -Bond Reduction No.4 City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: Bond reduction of$146,498.84 based on substantially completed work. Remaining amount of bond would be$97,004.57 Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Faun Road esr. , `��,w:>„,1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 y Fax: 630-553-3436 <CE tV Date: January 4, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer U CC: Subject: Sunflower Estates Unit I'—Bond Reduction No. 4 Attached find a request from the Inland to reduce the letter of credit for Sunflower Estates Unit 1. I have reviewed the request and concur with the amount of work completed to date. Inland's request is to reduce the bond to 25% of the original bond amount, while our policy is to reduce it to 15% of the original engineer's estimate of cost. Attached find a spreadsheet to detail the amount of work completed. I recommend that Scheer's Bond No. 126574 for Sunflower Estates Unit 1 be reduced by the amount of$146,498.84. The amount remaining in the letter of credit would be $97,004.57. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. 4-Jan-06 Letter of Credit/Bond Reduction Subdivision: Sunflower Estates - Unit 1 Reduction No. 4 LOC/Bond Approved Original LOC/Bond Amount Substantially complete Amount to remain Item Eng. Est. Letter of Credit prior to Red. No.4 prior to Red. No.4 Reduction No.4 after Red. No.4 Earthwork $17,465.20 $19,211.72 $4,366.30 $17,465.20 $1,746.52 $2,619.78 San. Sewer $67,395.00 $74,134.50 $16,848.75 $67,395.00 $6,739.50 $10,109.25 Watermain $87,140.50 $95,854.55 $21,785.13 $87,140.50 $8,714.06 $13,071.08 Storm Sewer $101,151.40 $111,266.54 $25,287.85 $101,151.40 $10,115.14 $15,172.71 Pavement $295,051.75 $324,556.93 $112,796.04 $295,051.75 $68,538.28 $44,257.76 Erosion Control $8,045.00 $8,849.50 $2,011.25 $8,045.00 $804.50 $1,206.75 Landscaping $70,448.25 $77,493.08 $60,408.08 $70,448.25 ,$49.840.84 $10.567.24 Totals $646,697.10 $711,366.81 $243,503.40 $646,697.10 $146,498.84 $97,004.57 Notes: 1) LOC/Bond amt. to be 15%of subsantially completed items plus 110%of uncompleted items. JAN.03'2006 14:25 630-954-5673 Inland Rea_ Estate Development #5652 P.002 Inland Real F•itate NvFlnpment,LLC 79M fiu*terfiald Rnad Jak Qiouk,IIIiriois 60523 630-218-8000 Fax:630-RA-5673 -,vww.inland"12veiopmant-ram ro January 3,2006 Joseph Wywrot,City Engineer United(:;ity of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 RL: Sunflower Estates Unit 1,Bond#126574 Sunflower Estates Unit 2,Bond#158160 Sunfower Estates Unit 3,Bond#B21867156 Dear Joe; I am working with Ken Jemberg to reduce the outstanding bonds for Sunflower Estates Units 1, 2& 3. We have reached substantial completion of these units, with the exception of a few minor items that are pending before the maintenance period can begin. Inland would like to request the following reductions: Bond #126574 (Sunflower Estates Unit 1)be reduced to its minimal allotted amount, which I believe is 25% (please confirm as it is not consistent with the others)of the original bond amount as indicated in the previous reduction. That comes to a reduction in the amount of$65,661.69,which would leave a remaining bond amount of$177,841.70. Bond # 158160(Sunflower Ftitutus Unit 2)he reduced to its minimal allotted amount., which I believe is 15%of the original bond amount as indicated in the previous reduction. That conies to a reduction in the amount of$73,926.99, which would leave a 1:a1114ining bond amount of$1"77,1549.20. Bond#U21867156(Sunflower Estates Unit:3)be reduced to its minimal allotted amount, which l believe is .15%of the original hand amount as indicated in the previous reduction. That comes to a reduction in the amount of$94,718.35,which would leave a remaining bond amount of$93,375.27. .For your reference,l have attached a copy of the most recent reduction approval and a summery of the hond history to date for each of the three bonds. If you have any questions or comments,please contact the at(630)218-8000 x 4140 rn•via email at brownj @inlandgroup.com. Thank you. Sincerely(,//,11 r Y./tri CSC��'�•' �f'•l.' / 2r�.e'-`�^�. Jonathan 12, Brown Inland Rail Estate Development,LLC LAND IN THE RK3HT PLACE. Z O W Bond Summary N U Bond #: 126574 Project: Sunflower Estates Unit 1 Eli Date: January 3, 2006 W 0 Engineers Estimate $ 646,697.10 Original Bond Amount $ 71 1,366.81 Actual Bond Amount $ 460,783.44 Substantial Completion Prior to 1" Reduction $ 383,424.49 1" Reduction Amount $ 132,841.12 Bond Amount Remaining after 15t Reduction $ 327,942.32 H Substantial Completion Prior to 2"d Reduction $ 528,657.55 a 2"d Reduction Amount $ 67,537.71 0. Bond Amount Remaining after 2"d Reduction $ 260,404.61 �. Substantial Completion Prior to 3rd Reduction $ 550,427.55 3rd Reduction Amount $ 16,901.22 Bond Amount Remaining after 3rd Reduction $ 243,503.39 ID I--+ O Current Bond Amount S 243,503.39 Proposed 4th Reduction $ 65,561.69 rn Proposed Bond Amount Remaining after 4th Reduction $ 177,841.70 (25% of Original Bond Amount) o W Prepared by inland Real Estate Devolopment,LLC ♦,��D C/r� Reviewed By: Legal ❑ City Council MT. Teri Finance ❑ Engineer 0,'^' v� City Administrator r-1 Agenda Item Tracking Number O Consultant ❑ P W o cc)(L ' l 2 <<E ❑ City Council Agenda Item Summary Memo Title: Sunflower Estates Unit 2—Bond Reduction No.2 City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: Bond reduction of$90,076.92 based on substantially completed work. Remaining amount of bond would be$161,499.27. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Co.o United City of Yorkville Memo 800 Game Farm Road Ear 1 .sss Yorkville, Illinois 60560 Telephone: 630-553-8545 o Fax: 630-553-3436 SCE Date: January 4, 2006 To: John Crois, Interim City Administrators From: Joe Wywrot, City Engineer �J CC: `ly ls6tiv t Subject: Sunflower Estates Unit 2—Bond Reduction No. 2 Attached find a request from the Inland to reduce the letter of credit for Sunflower Estates Unit 2. I have reviewed the request and concur with the amount of work completed to date. Inland's request is to reduce the bond to 15% of the original bond amount, while our policy is to reduce it to 15% of the original engineer's estimate of cost. I had also made a math error for the previous reduction, which is corrected in the attached spreadsheet. I recommend that Scheer's Bond No. 158160 for Sunflower Estates Unit 2 be reduced by the amount of$90,076.92. The amount remaining in the letter of credit would be $161,499.27. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. 4-Jan-06 Letter of Credit/Bond Reduction Subdivision: Sunflower Estates- Unit 2 Reduction No. 2 LOC/Bond Approved Original LOC/Bond Amount Substantially complete Amount to remain Item Eno. Est. Letter of Credit prior to Red. No.2 prior to Red. #2 Reduction No.2 after Red. No. 2 Earthwork $253,162.05 $278,478.26 $37,673.91 $253,162.05 -$300.40 $37,974.31 Sanitary Sewer $104,517.50 $114,969.25 $15,677.63 $104,517.50 $0.00 $15,677.63 Watermain $176,697.00 $194,366.70 $26,504.55 $176,697.00 $0.00 $26,504.55 Storm Sewer $169,776.50 $186,754.15 $25,466.48 $169,776.50 $0.01 $25,466.48 Pavement $302,340.00 $332,574.00 $113,688.30 $302,340.00 $68,337.30 $45,351.00 Street Lighting $30,800.00 $33,880.00 $4,620.00 $30,800.00 $0.00 $4,620.00 Erosion Control $16,168.75 $17,785.63 $2,425.31 $16,168.75 $0.00 $2,425.31 Miscellaneous $23.200.00 $25.520.00 $25,520.01 $23.200.00 $22,040.01 $3,480.00 Totals $1,076,661.80 $1,184,327.98 $251,576.19 $1,076,661.80 $90,076.92 $161,499.27 Notes: 1) LOC/Bond amt.to be 15%of subsantially completed items plus 110% of uncompleted items. JAN.03'2306 14:25 630-954-5673 Inland Real Eatate Development #t5E52 2.002 Inlanil Real FState flevelrnpment,LLC 7901 fitrterfi.,ild Hn,A Jak Muk,Iliiriuis 60523 63--218.8000 Fax:630-%4-6673 ro January 3, 2006 Joseph Wywrot,City Engineer United('ity of Yorkville 800 Came Farm Road Yorkville,Illinois 60560 RE: Sunflower Estates Unit 1,Bond#126574 Sunflower Estates Unit 2,Bond#J58.160 <Z Sunflower Estates Unit 3,Bond#B21867156 Dear Joe; T am working with Ken Jemberg to reduce the outstanding bonds for Sunflower Rstates Units 1, 2 & 3. We have reached substantial completion of these units, with the exception of a few minor items that are pending before the maintenance period can begin. Inland would like to request the following reductions: Bond# 126574 (Sunflower Estates Unit 1) 1_ie reduced to its minimal al lotted amount, which l believe is 25% (please confirm as it is not consistent with the others) of the original bond amount as indicated in the previous reduction. That comes to a reduction in the amount of$65,661.69,which would leave a remaining bond amount of$177,841.70. Bond # 1S8160 (Sunflower FStaaLes Unit 2) he reduced to its minimal allotted amount, which I believe is 15%of the original bond amount as indicated in the previous reduction. That comes to a reduction in the amount of$73,926.99, which would leave a remaining bond amount of$177,649.20. Bond #B21867156(Sunflower Estates Unit.1)be reduced to its minimal allotted amount, which l believe is .15% of the original bond amount as indicated in the previous reduction. That comes Lo a reduction in the amount of$94,718.35,which would leave a remaininu bond amount of$93,375.27. For your reference,I have attached a copy of the most recent reduction approval and:a summery of the hond history to date for each of the three bonds. If you have any questions or comments,please contact nic at (630)218-8000 x 4040 or via email at brown]C?inlandgroup.com. Thank you. Sincerely, Jonathan R. (frown Inland Real Estate Development,LLG IANCI IN THE RIGHT PLACE. 4 O W Bond Summary N V Bond #: 158160 a Project. Sunflower Estates Unit 2 Date: January 3, 2006 __.---.-.-- 0 Engineers Estimate $ 1,078,662.00 Original Bond Amount $ 1,184,328.00 Substantial Completion Prior to 1 st Reduction $ 981,844.01 1St Reduction Amount $ 932,751 .81 Bond Amount Remaining after 1St Reduction $ 251,576.19 r w Current Bond Amount $ 251,576.19 a rD w Proposed 2"d Reduction $ 73,926.99 th w Ct d rtd 177,649.20 Bond Amount Remaining after Proposed 2 Reduction 2- (15% of Original Bond Amount) fi 4t- rn N rp O O O H N Prepared by Inland Real Estate Developmert,LLC ♦,��D C/p y Reviewed By: ,2 O� Legal ❑ City Council Finance ❑ Esr. 1 is Engineer ' l'+ y City Administrator El Agenda Item Tracking Number �1 20 Consultant ❑ 7 cle " LE City Council Agenda Item Summary Memo Title: Sunflower Estates Unit 3 —Bond Reduction No.2 City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: Bond reduction of$103,207.01 based on substantially completed work. Remaining amount of bond would be$84,886.55. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: CST o United City of Yorkville Memo 800 Game Farm Road EST. �, ,838 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LL E `w Date: January 4, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer or CC: Liz D'Anna,Administrative Assis ant Subject: Sunflower Estates Unit 3 —Bond Reduction No. 2 Attached find a request from the Inland to reduce the letter of credit for Sunflower Estates Unit 3. I have reviewed the request and concur with the amount of work completed to date. Inland's request is to reduce the bond to 15% of the original bond amount, while our policy is to reduce it to 15% of the original engineer's estimate of cost. Attached find a spreadsheet that gives details of the calculations. I recommend that Gulf Insurance Bond No. B21867156 for Sunflower Estates Unit 3 be reduced by the amount of$103,207.01. The amount remaining in the letter of credit would be $84,886.55. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. 4-Jan-06 Letter of Credit/Bond Reduction Subdivision: Sunflower Estates - Unit 3 Reduction No. 2 LOC/Bond Approved Original LOC/Bond Amount Substantially complete Amount to remain Item Eng. Est. Letter of Credit prior to Red. No.2 prior to Red. No.2 Reduction No.2 after Red. No. 2 San. Sewer $105,844.00 $116,428.40 $15,876.60 $105,844.00 $0.00 $15,876.60 Watermain $92,574.00 $101,831.40 $13,886.10 $92,574.00 $0.00 $13,886.10 Storm Sewer $103,392.00 $113,731.20 $15,508.80 $103,392.00 $0.00 $15,508.80 Pavement $167,550.60 $184,305.66 $46,639.83 $167,550.60 $21,507.24 $25,132.59 Street Lighting $18,900.00 $20,790.00 $11,812.50 $18,900.00 $8,977.50 $2,835.00 Erosion Control $2,200.00 $2,420.00 $1,375.00 $2,200.00 $1,045.00 $330.00 Miscellaneous $75.449.75 $82,994.73 $82,994.73 $75,449.75 $71,677.27 $11.317.46 Totals $565,910.35 $622,501.39 $188,093.56 $565,910.35 $103,207.01 $84,886.55 Notes` 1) LOC/Bond amt. to be 15%of subsantially completed items plus 110%of uncompleted items. JAN.0312006 14:25 630-954-5673 Inland Rea_ Eatate Development #5652 P.002 Inlanif Real F...itate OevFlnpment,LLC � �yp1 flu*terfield Rnnl Jak Muk,Illirwis 50523 u30-218.8000 Fax:630-91A-5673 yuww.i nland-daveinpm�n r..rnrn ;u January 3,2006 Joseph Wywrot,City Engineer United(,ity of Yorkville 800 Came Farm Road Yorkville,Illinois 60560 RE: Sunflower Estates Unit 1,Bond#126674 Sunflower Estates Unit 2,:Bond#J 58160 Sunflower Estates Unit 3,Bond#B21867156 Dear Joe; T am working with Ken Jerrtberg to reduce the outstanding bonds for Sunflower Estates Units 1, 2 & 3. We have reached substantial completion of these units, with the exception Of a few minor items that are pending before the maintenance period can begin. Inland would like to request the following reductions: Bond 4 126574 (Sunflower Estates Unit 1)lie reduced to its minimal al lotted amount, which I believe is 25'ro(please confirm as it is not consivtent with the others)of the original bond amount as indicated in the previous reduction. That comes to a reduction in the amount of$65;661,69,which would leave a remaining bond amount of$177,841.70. Bond# 158160 (Sunflower FMato,Unit 2)he reduced to its minimal allotted amount., which I believe is 15%of the original bond amount as indicated in the previous reduction. That comes to a reduction in the amount of$73,926.99, which would leave a remaining bond amount of$177,649.20_ Bond#B21867156(Sunflower Estates Unit 3)be reduced to its minimal allotted :amount,which I believe is .15%of the original bond amount as indicated in the previous reduction. 'That comes to a reduction in the amount of$94,718.35,which would leave a remainint, bond amount of$93,375.27. For your reference,l have attached a copy of the most recent reduction approval and a summery of the hond history to date for each of the three bonds. If you have any yucstions or comments,please contact me at(630)218-8000 x 4940 or,via email at brownj @inlandgroup.com. Thank you. Sincerely, Jonathan R. Brown Inland Real Estate Development,LLC LAND IN THE RCHT PLACE, ti �x 0 W Bond Summary N U Bond 4: B21867156 a Project: Sunflower Estates Unit 3 Date: January 3, 2000 co ON W 0 Engineers Estimate $ 565,910.35 Original Bond Amount $ 622,501.39 Substantial Completion Prior to 1 St Reduction $ 457,271 .40 1 st Reduction Amount $ 434,407.83 Bond Amount Remaining after 1St Reduction $ 188,093.56 H Current Bond Amount $ 188,093.56 w a Proposed 2"d Reduction $ 94,718.35 EU Bond Amount Remaining after Proposed 2nd Reduction $ 93,375.21 A, C+ (15% of Original Bond Amount) tZI o N 0 'O rn rr xt- rn N O O N Prepared by Inland Real Estate Development,LLC Nb -119 co, Reviewed By: J O Legal ❑ City Council EST Finance ❑ .,� Engineer "� v1 City Administrator ❑ Agenda Item Tracking Number 9 0 24� Consultant El J)w LE �ti�' El S City Council Agenda Item Summary Memo Title: Galena Road Watermain—Laycom Easements City Council/COW/Committee Agenda Date: pW 1/9/06 Synopsis: These two easements are needed to construct a watermain from Grande Reserve to Bristol Bay. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize Mayor& City Clerk to sign the easement documents. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: c'iT o United City of Yorkville Memo 800 Game Farm Road esr 1 .alas Yorkville, Illinois 60560 .� Telephone: 630-553-8545 �o Fax: 630-553-3436 Date: January 4, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer U CC: A. nistm ive Assistant Subject: Galena Road Watermain—Laycom Easements Attached find one copy each of two watermain easements from Laycom across their property on Galena Road. These easements are needed so we can construct a watermain to connect the Grande Reserve water system to the water tower on Route 47 near Galena Road. The next step is to have the City Council authorize the Mayor and City Clerk to sign the easements prior to recording. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. GRANT Oi,F EAR NFE T FOR WATERMAIN TO THE 01 100' UNITED CITY OF YORi MLLE scAU ET KENDALL COUNTY, ILLINOIS / 1'3506" 20.27 1115'06. 15.20' S11'35'06"W $ PERMANENT WATERMAIN EASEMENT PARCEL A THAT PART OF THE NORTHWEST WARIER OF SECTION 10,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE :.THIRD PAINGI'AL'a 61AR,DESCRIBED AS FOLLOWS: COMMENCIWG AT THE SOUTHWEST CORNER OF SAID NORTHWEST GUAR1�0 THEN6E NORTH 01 DEGREES 07 MINUTES 49 SECONDS WEST(gleamed)ALONG THE - WEST VINE OF SATB ROR1T1iIEST QUARTER,922.69 FEET FOR THE.POINT OF BEGINNING; THENCE NORTH ai _ DEGREES 07 MINUTES 49 5�C,; S WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER,16.03 / FEET TO A CUITGEO 19flE 6M00 FEET SOUTHERLY OF AND CONCENTRIC WITH THE CENTERLINE OF GALENA / RDA THENCE EAS Moo.(ALONG SAID WRVEO.UNE BEING A CURVE TO THE RIGHT WITH RADIUS OF , GRANTOR'S PROPERTY 11400.25 FEET AR6 CHORD BEARING SOU TH 69 DEGREES u MINUTES 00 SECONDS EAST,AN ARC - - DISTANCE OF 114,§9 F€€t TO A POINT OF TANGENCY; THENCE SOUTH.69 DEGREES.05 MINUTES 02 - SECONDS EAST,TB46.5S FEET TO THE WEST UNE OF CANNONBALL TRAIL: THENCE SOUTH 11 DEGREES 35 MINUTES Os SEGONtiS EAST ALONG SAID WEST UNE,15.20 FEET TO A UNE 75.00 FEET SOUTHERLY OF(as / �/'a THAT PART OF SECTION 10, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE d no mai 1a))AND PARALLEL WITH SAID CENTERUNE; THENCE NORTH 69 DEGREES 05 MINUTES 02 THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS BEGINNING AT THE SECONDS ZI AL%.SAID PARALLEL UNE°1849.02 FEET TO A PONT OF TANGENCY; THENCE WESTERLY SOUTHWEST CORNER OF THE NORTH HALF OFF THE SOUTHWEST QUARTER OF ALONG A CUAzE To THE LEFT WITH RADIUS OF 11385.25 FEET AND CHORD BEARING NORTH 69 DEGREES / / SAID SECTION 10; THENCE NORTH ALONG THE WEST LINE OF SAID SECTION' 47 MINUTES 09 sE.DBNOS WEST,AN ARC DISTANCE OF 273.54 FEET TO THE POINT OF BEGINNING, IN THE 35.18 CHAINS TO THE CENTER UNE OF THE BLACK BERRY AND LITTLE ROCK TOWNSHIP OF BRISTOL,KENDALL COUNTY.IWNOIS. / - ROAD; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE TO THE EAST LINE. / OF THE SOUTHWEST QUARTER OF THE SAID SECTION: THENCE CONTINUING. / SOUTHEASTERLY ALONG SAID CENTER LINE 3.81 CHAINS; THENCE SOUTH. PARALLEL WITH THE EAST UNE OF SAID SOUTHWEST QUARTER 17.23 CHAINS TO THE SOUTH LINE OF THE NORTH HALF OF THE SOUTH HALF OF SAID / SECTION; THENCE WEST ALONG SAID SOUTH UNE TO THE POINT OF - BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. TEMPORARY CONSTRUCTION EASEMENT / EXCEPT THE FOLLOWING; THAT PART LYING EASTERLY OF THE WESTERLY RIGHT OF WAY LINE OF CANNONBALL TRAIL AND ALSO EXCEPT THAT PART A DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH PARCEL e: - / A' DESCRIBED OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 10, THAT PART OF THE NORTHWEST QUARTER OF SECTION 10.TOWNSHIP 37 NORTH,RANGE 7 EAST OF TOWNSHIP 10, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRIM D; - / - MERIDIAN, WITH THE WESTERLY UNE OF CANNONBALL TRAIL AS MONUMENTED: THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 01 DEGREES 07 MINUTES 49 SECONDS WEST(...-c!) - THENCE NORTH 11 DEGREES 31 MINUTES 50 SECONDS EAST ALONG THE ALONG THE NE;Si`LINE OF SAID NORTHWEST WARIER.960.09 FEET FOR THE POINT OF BEGINNING; r - / WESTERLY UNE OF SAID CANNONBALL TRAIL. 356.37 WEST; THENCE NORTH HENCE NORTH m DEG G7 MINUTES 49 SECONDS WEST ALONG THE WEST UNE OF SAID •ADik - 78 DEGREES 28 MINUTES 10 SECONDS WEST, 305.00 FEET TO THE POINT OF NORTH 0! 11.37 21.37 t0 THE SOUTH UNE OF GALENA ROAD THENCE EASTERLY ALONG SAID / / BEGINNING; THENCE SOUTH 11 DEGREES 31 MINUTES 50 SECONDS WEST, SOUTH LINE BE1NC A eURVE To THE RIGHT WITH RADIUS of 11420.25 FEET AND CHORD BEARING 00 651.16 69.16 FEET TO A POINT OF CURVATURE: THENCE SOUTHWESTERLY AND SOUTH 69 DECREES I4 MINUTES as SECONDS EAST,AN ARC DISTANCE OF 287.56 FEET TO A POINT _ / WESTERLY ALONG A CURVE CONCAVE NORTHWESTERLY, TANGENT TO THE OF TANGENCY TFIENCE SOUTH 69 DEGREES 05 MINUIES 02 SECONDS EAST ALONG SAID SOUTH UNE, / - 1843.27 FEET TO 7HE�'AEST UNE OF CANNONBALL TRAIL: THENCE SOUTH 11 DEGREES 35 MINUTES 06 'b>u - LAST DESCRIBED COURSE, HAVING A RADIUS OF 80.00 FEET, AN ARC SECONDS EAST ALONG SAID WEST UNE,20.27 FEET TO A UNE 40.00 FEET SOUTHERLY OF(as. LENGTH OF 106.59 FEET TO A POINT OF TANGENCY; THENCE SOUTH 67 NGENT TO THE LAST DESCRIBED lured no-al to)AND PARALLEL WITH SAID SOUTH UNE: THENCE NORTH 69 DEGREES 05 MINUTES , / - DEGREES 52 MINUTES 17 SECONDS WEST TA 02 SECONDS WEST ALONG SAID PARALLEL LINE.1846.55 FEET TO A POINT OF TANGENCY; THENCE WESTERLY ALONG A CURVE TO THE LEFT WITH RADIUS OF 11400.25 FEET AND CHORD BEARING NORTH / 3 - - 5846. 5' COURSE AS 04.958FEET;E THENCE SOUTH 81 DEGREES E283MINUTES 10 SECONDS S. 69 DEGREES 48 MINUItS DO SECONDS WEST,AN ARC DISTANCE OF 279.56 FEET TO THE POINT 00 ^,^ 1846.55' _ BEGINNING. IN THE TOWNSHIP OF BRISTOL KENDALL.COUNTY.ILLINOIS. ry - EAST, 300.00 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY.. h ILLINOIS. PARCEL C: q OF THAT PART OF THE NORTHWEST QUARTER OF SECTION 10 TOWNSHIP 37 NORTH,RANGE 7 EAST OF /2^7 o�' ALSO EXCEPT COMMENCING OU THE INTERSECTION OF THE SOUTH UNE HI THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMIAET4CING AT THE SOUTHWEST CORNER / ph THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP OF SAID NORTHWEST GARTER; THENCE NORTH 01 DEGREES b MINUTES 49 SECONDS WEST(­­d) , o, 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, WITH THE ALONG THE WEST UNE OF SAID NORTHWEST QUARTER,890.62 FIf FOR THE POINT OF BEGINNING; T 2ro - WESTERLY LINE OF CANNONBALL TRAIL AS MONUMENTED; THENCE NORTH 11 HENCE NORTH 01 9GREES 07 MINUTES 49.SECONDS WEST ALONG THE WEST UNE OF SAID DEGREES 31 MINUTES 50 SECONDS EAST ALONG SAID WESTERLY UNE, NORTHWEST QUARIM,32%07 FEET TO A CURVED LINE 75.00 SOIff T"BiLY OF AND CONCENTRIC / 356.37 FEET TO THE POINT OF BEGINNING; THENCE NORTH 83 DEGREES 54 WITH THE CEFFTERFIWE OF GALENA ROAD: THENCE EASTERLY AI: SAItl&NOENTRIC LINE BEING A MINUTES 09 SECONDS WEST, 306.38 FEET; THENCE NORTH 11 D€ORE€S 31 CURVE TO TYtE AG"�M°T WARM OODI4S OF 11385.25 FIST kltlD�MR H OF 89 DEGREES 47 MINUTES 50 SECONDS EAST, 25.11 FEET• THENCE SOUTH 83 eEGrhEEF 54 .MINUTES D9 S6CF�1tl5 Itftr AN ARC DISTANCE OF 273:54 T I'0 A T OF TANGENCY; THENCE 184ggr0z' SOUTH 69.ETCGTE€ES 65,R11RWlE5 D2.SECONDS EAST,IIT&Of ktT TO 1ft WEST UNE OF CANNONBALL / N69 02 W MINUTES 09 SECONDS EAST, 306.38 FEET TO THE W€ST€RLY RtG R S WAY TRAiI� tryttit1 s`6'1NYH 1 dlDkftF 335.MINUTES 06 SEA Eft ALd1G SAID WEST UNE.30.40 � � _ _ OF CANNONBALL TRAIL AS MONUMENTED; THENCE SOUTH 11 DE�6RSf5 31 I FEET TO A UNE 105 FEET SOUTHERLY OF(as mmsured normal to)AND PARALLEL WITH SAID \ MINUTES 50 SECONDS WEST ALONG SAN) WESTERLY LINE 25.11 FBET TO THE CENTERLINE LINE THENCE NORTH 69 DEGREES 05 MINUTES 02 SECONDS WEST ALONG SAID PARALLEL / / /Q�(7 y POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. LINE,1853.94 FEET TO A POINT OF TANGENCY: THENCE WESTERLY ALONG A CURVE TO THE LEFT WITHj�; _ RADIUS OF 11355.25 FEET AND CHORD BEARING NORTH 69 DEGREES 45 MINUTES 26 SECONDS WEST. / V y AN ARC DISTANCE OF 261.51 TO THE POINT OF OEGINNING,. IN TOE TOWNSHIP OF BRISTOL,KENDALL / /T CQ-, COUNTY.ILLINOIS. / OWNER'S CERTIFICATE - STATE OF IWNOIS) In COUNTY OF KATIE)' / - THIS IS TO CERTIFY THAT THE UNDERSIGNED,LAY COM INC..IS THE FEE SIMPLE OWNER aF THE PROPRRTY 8ESO4BED UNDER GRANTOR'S PROPERTY SHOWN HEREON,AND THAT LAY.COM M. FOR/600 IN OONSIDERATION OF$1.00(ONE DOLLAR)AND OTHER GOOD AND VALUABLE GORSSF6RAhoN.RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED.HEREBY GRANTS TO THE UNITED CITY OP YdATIRWilE.ILLINOIS.THEIR RESPECTIVE LICENSEES SUCCESSORS AND ASSIGNS,JOINTLY AND SEVERALLY.THE'NON-EXCI.USIVE'PERMANENT AND TEMPORARY EASEMENTS DESCRIBED '�OZ HEREON tG COI4STRUCT,OPERATE•MAINTAIN•RENEW;RELOCATE ARD REMOVE,FROM TIME TO _ TIME,WATERM'AIN AND OTHER FACILITIES USED IN CONNECTION WITH SAID WATERMAIN, '�9F WITH RIGHT OF ACCESS TO THE SAME AND IRE RIGHT FROM TIME TO TIME TO TRIM OR REM Ytt1E TREES,BUSHES AND SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND U _ / �r9 SU854/RFACE AS MAY BE REASONABLY REWIRED INCIDENT TO THE GRANT HEREIN GIVEN,UNDER, / ACROSS ALONG AND UPON THE SURFACE OF THEPROPERn DESCRIBED UNDER FERMANENT / WATERMAIN EASEMENT. THE TEMPORARY CONSTRUCTION EASEMENTS SHALL EXPIRE 60 DAYS FOLLOWING AEG9PT OF 711E 1EPA OPERATING PERMIT FOR THE ASSOCIATED WATER MAIN. _ DATED AT AURORA.IW ff Y NOIS.THIS f DAY OF C C _2005. - T LAY COM INC. - - 662 NORTH BROADWAY AURORA,h_60504 R = 11400.25' •� CHO BRG = S69'48'00"E / 3 L 279.56' / ry STATE OF ILLINOIS) I0'n COUNTY OF KANE) a h tp A NOTARY M1 .PUBLIC.IN 0 FOR SAID COUNTY STATE AD ao AFORESAID,DO HEREBY CERTIFY THAT �U h pQ pEWSpNALLY KNONII"N. � / QJ v Cr OFFlCEJRS OF LAY CW INC.AND THE SAME PERSONS WHOSE NAMES _ p R 11385.25 - TO THE FOREGOING INSTRUMENT•APPEARED BE7=0RE ME THIS b1t 9i _. /V CHO BRG = N69'47'09"W ACKNOWLEDGED THAT THEY SIGNED AND DELIVERED THE F'dt RIG t14i L = 273.54' ITV INDIVIDUALLY.BUT AS OFFICERS O"SAN LAY COIN INC.,A3 NOl'07°49"W 922.69 W�O - VOLUNTARY ACT AND THE FREE AND VOLUNTARY ACT OF SAID LAY OM THE USES AND PURPOSES THEREIN SET FORTH. N01'07'49 EA57 UNE OF THE NORTHEAST 9 9 GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS D-DAY d" x005. 21.37' QUARTER SECTION 09-37-07 -F.O.B. P.O.B. PARCEL C PARCEL B NDUflr PUBLIC VV NOJ*07'49"W 11 / 32.07 ILLINOIS)16.03' STATE OF ILLINOIS)�� • / / P.O.B. )SS PARCEL A cQUNn of KATIE) Til THIS IS TO CERTIFY THAT ENGINEERING ENTERPRISES.INC.HAS PREPARED THIS A GRANT EASEMENT AS SHOWN BY THE ANNEXED PUTT WHICH IS A TRUE AND CORRECT REPRESENTATION OF SAID PROPERTY.FOR THE USES AND PURPOSES DESCRIBED HEREIN. . STATE OF ILLINOIS ) _ _ ALL DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF. )°! GIVEN UNDER MY HAND AND SEAL AT SUGAR GROVE.IWNOIS,. COUNTY OF KENDALL) - - - APPROVED AND ACCEPTED BY THE UNITED CITY OF YORKMLLE.ILLINOIS, THIS 28th DAY OF JUNE,2005. THIS_DAY OF 2005. P1111AL�///BY: PR LA URVEYCN /3581 EXP-11-30-061 MAYOR Ik y>r 358 �`I,PROFESSIdLLL�1 ATTEST: - CITY CLERK ' � /h1111Wi��NY1.WOES Engineering Enterprises,Inc. CIVIL ENGINEERS 8 LAND SURVEYORS _ DWG. r0017 52 Wheeler Road owc.Y00311709 Sugar Grove, Illinois 60554 Phone: (630) 466-9350 RANT ©� S E M E N T FOR WAT�EIIRMA I N TO THE UNITED CITY OF YORKVILLE - KENDALL. COUNTY, ILLINOIS - - _ - SCALE• i• =80• _ 119.58'x\ � I N 61'3724" EI I .' 39.16' N 61'37'24" E 10 10 - - - - J 10 40 _ - - - -- - S 68 R- 2.50' ZIP 6aj07. og f \ S 667 Nq I A N vl / T 4p ys z'e Rpq� ' 630.13' 9 0.8. S 68'22.02" E )v 922, PARCEL B \ B8�? 8'w. P R. ?r 2$?707; 884.42' qR g/7 4?9 e N 68'22'02" W 552.16' P.O.B. w0� S OiM8'42" E N 68'22'02" W PARCEL A I P.8�-�� 27.11 PARCEL C - S 01.08'42" E - I254.29 _ 16.27 N 68'22'02" W / g 01roe'42" E. 254.29' 32.54' S 68.22'02" E - j GRANTOR'S PROPERTY l PERMANENT WATERM-AIN EASEMENT { PARCEL A: THAT PART OF THE FOLL OWING DESCRIBED PROPERTY LYING EASTERLY OF THE WESTERLY RIGHT-OF-WAY LINE.OF CANNONBALL TRAIL: a THAT PART.OF THE SOUTH HALF OF SECTION 10,TOWNSHIP 37 NORTH.RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMER(2NG AT 7NE CENTER OF SAID SECTION THE NORTHEAST QUARTER OF 114E SOUTHEAST QUARTER OF SECTION 9,TOWNSHIP 37 NORTH. ' 10:THENCE SOUTH 01 DEGREES 08-MINUTES 42 SE66NOS-EAST(oaeamed)ALONG THE EAST UNE OF - RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE TOWNSHIP OF BRISTOL, KENDALL THE SOUITIW'EST QHARTER OF SAID SECTION 10,182.47 FEET TO A LINE 25.00 SOUTHERLY OF(as COUNTY,ILLINOIS AND ALSO THAT PART OF SECTION 10,TOWNSHIP 37 NORTH,RANGE 7 EAST' I mea d normal to).AND PARALLEL WITH 111E SOUTH UNE OI=GALENA ROAD FOR THE POINT OF - OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST .. '-BEGINNIRG;-7HERGE SOUTH 68 DEGREES 22 MINUTES 82 SEGBFIti3 EAST ALONG SAID PARALLEL UNE,. ALONG OF WES NORTH ONE-HALF OF.THE SOUTHWEST QUARTER OF SAID SECTON 10; THENCE 254.21;FEET; %Ytto)S SOUTH O DEGREES OB MINUTES 42 S1 c�aiYDS EAST,18.27 FEET 10 A UNE 40.00 ALONG THE WEST LINE OF SAID SECTION 35.18 CHAINS TO THE CENTER LINE OF THE FEET SN%IA'FTBRLY GF(aa measured narmd to)AND PWRALV.EL MiH SAW SOUTH UNE; THENCE NORTH 68 BLACKBERRY AND UTILE ROCK ROAD; THENCE SOUTHEASTERLY ALONG SAN CENTER LINE 10. OECREI?5 22 AtINFFTES 02 SECONDS WEST ALONG SNB�. IEL�lEI.UNE,884.42 FEET TO 111E EASTERLY THE EAST UNE OF 714E SOUTHWEST QUARTER OF 111E SAID SECTION; TFIENCE CONTINUING + uR5 OT`CkIVN TRAIL; THENCE NORTH 61 Dli, �j�IRMJ S 24 SE7:'ONDS EAST ALONG SAID SOUTHEASTERLY ALONG SAID CENTER LINE 3.81 CHAINS, THENCE SOUTH PARALLEL WITH 1NE EASTEi31Y LIRE.28: FEET 70 THE SOUTH LINE OF ,tL�[�SNA R8A6; THENCE SOUTH 68 DEGIiEES 22 EAST LINE OF SAID SOUTHWEST QUARTER 17.23 CHAINS TO THE SOUTH LINE OF THE NORTH MWFh1 S-02-�D I S EAST 611.25 FEET TD THE PpIIF SE B IYM6. IN THE TOM/516P d=BRISTOL - HALF OF THE SOUTH HALF OF SAN SECTION; THENCE ALONG SAID SOUTH LINE M THE KFINUALL COUNTY,ILLINOIS. -POINT OF BEGINNING,IN THE TOWNSHIP OF BRISTOL,KENDALL COUNTY.ILLINOIS. _ OWNER'S CERIIFICAIE - - STATE OF ILLINOIS) ha TEMPORARY CONSTRUCTION EASEMENT COUNTY of KANE) - - PARCEL 8: THIS IS TO CERTIFY THAT THE UNDERSIGNED.LAY COM INC..IS THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED UNDER GRANTOR'S PROPERTY SHOWN HEREON,AND THAT LAY COM INC.. THAT PART OF THE SOUTH HALF OF SECTION 10,TOWNSHIP 37 NORTH,RANGE 7 EAST OF 714E THIRD - FOR AND IN CONSIDERATION OF$1.00(ONE DOLLAR)AND OTHER GOOD AND VALUABLE PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 1Q CONSIDERATION,RE CDPT OF WF11CN IS HEREBY ACKNOWLEDGED.HEREBY GRANTS SI THE JOINTLY THENCE SOUTH OT DEGREES OB MINUTES 42 SECONDS EAST(assumed)ALONG THE EAST-LINE OF THE - CITY OF YORKVILIE,U)NOS,THEIR RESPECTIVE LICENSEES.SUCCESSORS AND AS51(INS,JO0/TI:Y SOUTHWEST QUARTER OF SAID SECTION 10,155.35 FEET TO THE SOUTH LINE OF GALENA ROAD FOR AND SEVERALLY,THE'NON-EXCLUSIVE"PERMANENT AND TEMPORARY EASEMENTS DESCRIBED THE POINT OF BEGINNING; THENCE SOUTH 68 DEGREES 22 MINUTES 02 SECONDS EAST ALONG SAID HEREON.TO CON51181CT,OPERATE,MAINTAIN,RENEW.RELOCATE AND REMOVE.FROM TIME TO SOUTH LINE,254.29 FEET; THENCE SOUTH 01 DEGREES OB MINUTES 42 SECONDS EAST.27.11 FEET TO TIME WATERMAIN AND OTHER FACBUTIES USED IN CONNECTION WITH SAID WAIERMNN,TOGETHER. A LINE,25.00 FEET SOUTHERLY OF(as measured,normal la)AND PARALLEL WITH SAID SOUTH UNE WITH RIGHT OF ACCESS LI THE SAME AND THE RIGHT FROM TIME 70 TIME TO TRIM OR REMOVE THENCE NORTH 68 DEGREES 22 MINUTES 02 SECONDS WEST ALONG SAID PARALLEL LINE.55216 FEET TREES,BUSHES AND SAPLINGS AND TO CLEAR OBSTRUCTIONS T FROM THE SURFACE AND TO THE SOUTHERLY LINE OF GALENA ROAD; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY LINE _ .SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE GRANT HEREIN OVER,UNDER. I, ACROSS ALONG AND UPON THE SURFACE OF THE PROPERTY DESCRIBED LARDER PERMANENT BEING A CURVE TO THE RIGHT WITH RADIUS OF 44250 FEET AND CHORD BEARING NORTH 7B DEGREES WATERMNN EASEMENT. 03 MINUTES 23 SECONDS EAST,AN ARC DISTANCE OF 149.25 FEET TO A POINT OF TANGENCY; THENCE SOUTH 68 DEGREES 22'MINUTES 02 SECONDS'EAST ALONG SAID SOUTHERLY LINE,140.96 THE TEMPORARY CONSTRUCTION EASEMENTS SHALL EXPIRE 60.DAYS FOLLOWING RECEIPT OF 114E FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL,KENDALL COUNTY,ILLINOIS IEPA OPERATING PERMIT FOR THE ASSOCIATED WATER MAIN. .. DATED AT AURORA.eLNOS.THIS ?7 DAY OF dpL-C 2005. PARCEL C THAT PART 47F THE SOM HALF 6 SEGROIN 16 TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINOP'AL MERIDIAN,DESCRIBED AS FOLLOWS COMFAEYiLING AT THE CENT€R OF SAID SECTIdi 10; -GENT ::�1 THENCE.SMTH 01 DEGREES 08 MINUTES.42 SEGO dS EA51(asw d)ALONG THE EAST UNE.OF THE me red nonnai to),AND PARALLEL WITH 114 "4j)yT 1D A NN2 40:60 SOUTHERLY OF(ae _ SOUTHWEST QUARTER OF SAID SECTOR 10 1118 E�,,,�S I mRL N7F 6AO,A RDAU FOR THE PONT OF 57CRETAY BEGNNIH,G.11TENCE SW7H 88 DEGREES 22 A�IF7f1TTEE5 02'" 01US EAST ALONG SAID-PARALLEL UNE, - - 254 29 FEET 7lNEt✓CE SOU TH O DE1 EF3�68 IXIFSFTi��2�Ec"`iDWBS EAST,32:54 FEET TO A UNE 7D DO FL`1''SD'DTHEHLY OF Eaa m stli d Fes,�td)ARB PARAHd11 Wi111 SAID SOUTH UNE: THENCE - TAY COA INC. NOR11T 68'f3EGREES 22 MINOT' S 12CtTkLD iPE�St'ALONG SAID PARALLEL UNE,92218 FEET TO THE 662 NORTH BROADWAY EYIS'�IEFRL�'_1511'E CANN;�iB'kLC A(C;THENCE fiORYTN 67 OEFYtEES 37 MINUTES 24 SECONDS EAST AURORA,IL 60504 - ALOT'1'G SAIW EAS�`RLl LINE 34 i6 FEET �F7EFICE SOUTH 68 DECREES 22 MINUTES 02 SECONDS EAST, 630.13FEEt'TbT'FiE P0111T OF BEGIIIRING IR 114E TOWNSHIP OF BRISTOL KENOALL COUNTY,IWNdS. _ STATE OF ILLINOIS) COUNTY OF KANE) - 1• A NOTARY PUBLIC.IN TWO FOR SAID COUNTY AND STATE AFORESAID,DO HEREBY CERTIFY THAT PERSONALLY KNOWN TO ME TO BE OFFICERS OF LAY COM INC.AND THE SAME PERSONS WHOSE NAMES ARE SUBSCRIBED F - - TO THE FOREGOING INSTRUMENT.APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT.THEY SIGNED AND DELIVERED THE FOREGOING INSTRUMENT.NOT - INDIVIDUALLY,BUT AS OFFICERS OF SAID LAY COM INC,AS THEIR OWN-FREE AND f VOLUNTARY ACT AND THE FREE AND VOLUNTARY ACT OF SND LAY COM INC.,FOR - . RARE USES AND PURPOSES THEREIN.SET FORTH. t _ GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS__➢AY OF 2005. NOTARY PUBLIC STATE OF ILLINOIS) STATE OF ILLINOIS ) )SS )a9 COUNTY OF KANE) - - COUNTY OF KENDALL) - THIS IS TO CERTIFY THAT ENGINEERING ENTERPRISES.-INC.HAS APPROVED.AND ACCEPTED BY THE UNITED CITY OF YORKVILIE•ILLINOIS. PREPARED THIS GRANT OF EASEMENT AS SHOWN BY THE AN _ PLAT WHICH IS A TRUE AND CORRECT REPRESENTATION R SAID PROPERTY.FOR THE USES AND PURPOSES DESCRIBED HERON. THIS_DAY OF -2005 - ALL DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF. GIVEN UNDER MY HAND AND SEAL AT SUGAR GROVE-ILLINOIS- BY.. MAYOR THIS 22nd DAY OF APRIL.2005 ATTEST: CITY CLERK BY SIOVAL VEYOR /3581 E%P-111-30-011 - Engineering Enterprises, Inc. CML ENGINEERS BLAND SURVEYORS 52 Wheeler Road OR03.YDG3n Sugar Grove, Illinois 60554 _ :DWG.Y0031711 Phone: (630) 466-9350 ♦,��D C/r y Reviewed By: J� G� Legal ❑ City Council Finance ❑ EST, Engineer '�— Agenda Item Tracking Number ,MR-,W y City Administrator El�O Consultant El �� aC - { El City Council Agenda Item Summary Memo Title: Saravanos Properties-Earthwork Letter of Credit Expiration City Council/COW/Committee Agenda Date: PW 116*0 Synopsis: We have been notified by the bank that the letter of credit will expire on 5/1/06. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize City Clerk to call the letter of credit if is not renewed by April 7, 2006. Submitted by: Joe Wywrot City Engineer Name Department Agenda Item Notes: 2`,�tiu �T o United City of Yorkville Memo 800 Game Farm Road EST. 1 -777n Yorkville, Illinois 60560 Telephone: 630-553-8545 P Fax: 630-553-3436 SCE Date: January 4, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: John Wyeth,City Attorney U2.,-D'Aniw A.dministr8.$ve Assistant Subject: Saravanos Development—Earthwork Letter of Credit Expiration Attached find a letter from First Midwest Bank notifying us that the letter of credit for Saravanos Properties, LLC will expire on May 1, 2006. This is a commercial development on Route 47 south of Route 71. I called Larry Saravanos and told him that the city will need to call the Letter of Credit if it is not renewed. I recommend that we begin the process of calling the letter of credit if it is not renewed by April 7, 2006. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. First Midwest Bank 300 North Hunt Club Road Gurnee,Illinois 60031 I;I� First Midwest December 19, 2005 Sent by Certified Mail,Return Receipt Number 7003 2260 002 0703 3368 City of Yorkville 800 Game Farm Road Yorkville,Illinois 60560 Re: First Midwest Bank Letter of Credit No. 150017273-201 Saravanos Properties,LLC Gentlemen: In accordance with the terms and conditions of the above referenced Letter of Credit issued in your favor in the current amount of $139,727.52, we hereby inform you of the impending expiration date of May 1, 2006. Sincerely, r Evangeline Patricio Documentation Review Specialist cc: Saravanos Properties, LLC Richard Etheridge Saved as:SARAVANOS PROPERTIES LLC.doc �_ 11 SING LENDER Reviewed By: J2 O� Legal ❑ City Council Finance ❑ Esr. 1 �- ,lass Engineer e City Administrator El Agenda Item Tracking Number Consultant ❑ PW �' <LE City Council Agenda Item Summary Memo Title: F.E. Wheaton Expansion—Final Acceptance&Letter of Credit Reduction City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: Recommend final acceptance of public watermain and public sanitary sewer. Recommend reduction to the letter of credit in the amount of$4,123.00. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Accept public watermain and public sanitary sewer for ownership. Approve Letter of Credit Reduction#3 in the amount of $4,123.00. The remaining amount of the LOC would be $8,246.00. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: ear o United City of Yorkville Memo 800 Game Farm Road EST. _ !!:1836 Yorkville Illinois 60560 -4 °. ` Telephone: 630-553-8545 0� Fax: 630-553-3436 SCE Date: January 4, 2006 To: John Crois, Interim City Administrator\ From: Joe Wywrot, City Engineer U CC: LAX V Subject: F.E. Wheaton Expansion—Final Acceptance & Letter of Credit Reduction Attached find a letter from Wesley Property Corporation requesting final acceptance of the watermain and sanitary sewer for the referenced development. We have inspected these improvements and all punchlist work has been completed. I recommend that we accept for ownership and maintenance the public watermain and public sanitary sewer constructed as part of this development. A one-year warranty period would begin upon City Council approval. Corresponding to the acceptance of the watermain and sanitary sewer is Reduction No.3 to the existing letter of credit established by the developer. I recommend that JP Morgan Chase Bank Letter of Credit No. 440513 be reduced by the amount of$4,123.00. The remaining amount of$8,246.00 would remain in effect through the warranty period. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. 4-Jan-06 Letter of Credit/Bond Reduction Subdivision: Wesley Property(F.E. Wheaton Expansion) Reduction No. 3 Security: JP Morgan Chase Bank No. 440513 Approved Theoretical Actual Amount Remaining Substantially complete Amount Remaining Item Eng. Est. LOC Amount LOC Amount After Red. No.2 prior to Red. No.3 After Red. No.3 Reduction No.3 Storm Sewer $71,367.00 $78,503.70 $27,233.00 $0.00 $71,367.00 $0.00 $0.00 San. Sewer $14,600.00 $16,060.00 $5,571.00 $2,190.00 $14,600.00 $1,460.00 $730.00 Watermain $67,860.00 $74,646.00 $25,895.00 $10,179.00 $67,860.00 $6,786.00 $3,393.00 Pavement $452,517.50 $497.769.25 $172,678.00 $0.00 $452.517.50 $0.00 $0.00 Totals $606,344.50 $666,978.95 $231,377.00 $12,369.00 $606,344.50 $8,246.00 $4,123.00 Notes: 1) Prior to final acceptance, LOC/Bond amt. to be 15%of subsantially completed items plus 110%of uncompleted items. 2) At final acceptance, warranty bond to be 10% of public improvements. Wesley Property Corp. December 7 , 2005 Mr. Joe Wywrot United City of Yorkville 800 Game Farm Rd. Yorkville, IL 60560 Dear Mr. Wywrot, This letter shall serve as our formal request to the City to accept ownership and maintenance responsibilities for the water main and sanitary sewer constructed at 202 W. Wheaton Ave. . A final certificate of occupancy was issued for permit number Y2005-0021 on December 7, 2005 . Please have our letter of credit reduced to 10% . We understand the letter of credit will remain in place until December 7 , 2006, and at that time it will be eliminated. I can be reached at 630 553-8300 if you should have any questions Sincerely, J f rown, President 204 W. Wheaton Ave. , Yorkville, 11. 60560 Phone: (630) 553-8300 jbrown @fewheaton.com Reviewed By: Legal ❑ City Council Finance ❑ EsT ' ' Engineer Agenda Item Tracking Number y City Administrator ❑ Consultant ❑ ❑ City Council Agenda Item Summary Memo Title: Route 47 Improvements(Corneils—Baseline)—Engineering Agreement City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: This proposal in the amount of$2,108,000 is for complete engineering services related to the proposed improvement of Route 47 from Corneils to Baseline Road. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval subject to developer funding. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: ���D ciry United City of Yorkville Memo 800 Game Farm Road EST. 1 r, ;,ass Yorkville, Illinois 60560 Telephone: 630-553-8545 9 Fax: 630-553-3436 LE Date: January 4, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Traci Pleckham, Finance Direct John Wyeth, City Attorney Subject: Route 47 Improvements (Corneils to Baseline)-Engineering Agreement Attached find one copy of a proposed engineering agreement with Engineering Enterprises, Inc. to perform preliminary, design, and construction engineering services for the referenced project. This proposal in the amount of$2,108,000 is for the improvement of Route 47 from Corneils Road to Baseline Road. The many proposed and ongoing developments north of Corneils Road will have a significant affect on traffic flow along Route 47. Historically, IDOT has required improvements to their roadway system on an individual basis as development occurs. Due to the anticipated dramatic increase in traffic volumes on Route 47, we have initiated discussions with IDOT to propose that the city take the lead on a regional improvement to Route 47. By combining funds from the various developers,we believe that a cost- effective regional improvement can be constructed years before an IDOT-funded project could be built. IDOT is supporting this initiative. As currently envisioned, the project would turn the existing Route 47 roadway into two southbound lanes. Two new northbound lanes would be constructed along the east side of the existing roadway. A nominal 30-foot wide landscaped median would separate the northbound and southbound lanes. New intersections, traffic signals, and streetlights would be constructed at agreed-upon locations, with turn bays as required. The construction cost is currently estimated to be around $15,000,000. This proposal uses the standard MFT contract form due to IDOT's involvement,but we do not propose to use any of the city's MFT funds. We need to explore financing directly through the development community,perhaps with incentives offered by the city to allow them to recoup some of the cost. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630 /466-9350 FAX: 630/466-9380 www.eelweb.com Engineering Enterprises, January 4, 2006 Inc. Mr. Joe Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: North Route 47 Improvements— Corneils Road to Baseline Road United City of Yorkville Dear Mr. Wywrot: In accordance with your request, please find attached an agreement for consulting engineering services for the above referenced project on behalf of the United City of Yorkville. We look forward to working with the City to facilitate the proposed improvements and the performance of the requisite engineering services. As always, we appreciate your consideration of this agreement and look forward to working with you and the United City of Yorkville in studying this important area. If you have any questions or require any additional information please contact our office. Very truly yours, ENGINEERING ENTERPRISES, INC. W Jeffrey W. Freeman, P.E. Senior Project Manager / � s Ronald G. Naylor, E. Senior Project Manager JWF/rgn/arf PC: Mayor Art Prochaska, Jr. Mr. John Crois, Interim City Administrator Mr. John Wyeth, City Attorney Mr. Eric Dhuse, Director of Public Works Ms. Traci Pleckham, Finance Director GAPublic\Yorkvi1Ie\2005\YO0537 IL Route 47 Improvement Plans\Doc\Ijwywrot01 -engineering agreement.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying Municipality L Name O ��� DepSl"�11Et1t C Engineering Enterprises, Inc. United City of Yorkville C ` of Transportation O 9 9 P Township A N Address Bristol L g S 52 Wheeler Road Preliminary/Construction County G Engineering Services L city Kendall E Agreement A Suqar Grove Section C N State Illinois Route 47 Y T IL THIS AGREEMENT is made and entered into this day of January 2006 between the above Local Agency(LA) and Consultant(ENGINEER) and covers certain professional engineering services in connection with the improvement of the above SECTION. Motor Fuel Tax Funds, allotted to the LA by the State of Illinois under the general supervision of the State Department of Transportation, hereinafter called the"DEPARTMENT", will be used entirely or in part to finance ENGINEERING services as described under AGREEMENT PROVISIONS. Section Description Name Illinois Route 47 Route 47 Length 13,200 Ft( 2.5 Miles)(Structure No. 043-2011 ) Termini Corneils Road to Baseline Road (US Rt. 30) Description Permit and construct six new intersections, two additional new through lanes and turn lanes along existing Route 47, rehabilitate the existing two lanes, add turn lanes and provide a 30 foot landscaped median to create a four lane urban boulevard typical cross section. The new pavement will consist of approximately 62,000 square yards of new 10" PCC Pavement, 52,800 linear feet of B-6.24 curb and gutter, a 30'wide landscaped median, storm sewers, five signalized intersections with interconnect, extension of the existing structure at the Rob Roy Creek, utility relocations, restoration, erosion control, structure adjustments, lighting, traffic control and all other miscellaneous work items required to complete the proiect Agreement Provisions The Engineer Agrees, 1. To perform or be responsible for the performance of the following engineering services for the LA in connection with the proposed improvement herein before described, and checked below: a. ® Make such detailed surveys as are necessary for the preparation of detailed roadway plans. b. ® Make stream and flood plain hydraulic surveys and gather high water data and flood histories for the preparation of detailed bridge plans. c. ® Make or cause to be made such soil surveys or subsurface investigations including borings and soil profiles and analyses thereof as may be required to furnish sufficient data for the design of the proposed improvement. Such investigations are to be made in accordance with the current requirements of the DEPARTMENT. d. ® Make or cause to be made such traffic studies and counts and special intersection studies as may be required to furnish sufficient data for the design of the proposed improvement. e. ® Prepare Army Corps of Engineers Permit, Division of Water Resources Permit, Bridge waterway sketch and/or Channel Change sketch, Utility plan and locations and Railroad Crossing work agreements.* f. ® Prepare Preliminary Bridge Design and Hydraulic Report, (including economic analysis of bridge or culvert types)and high water effects on roadway overflows and bridge approaches.* Note Four copies to be submitted to the Regional Engineer *-For one structure at Baseline Road and Rt. 47 Page 1 of 8 BLR 05512(Rev.7/05) g. ® Make complete general and detailed plans, special provisions, proposals and estimates of cost and furnish the LA with five(5)copies of the plans, special provisions, proposals and estimates. Additional copies of any or all documents, if required shall be furnished to the LA by the ENGINEER at his actual cost for reproduction." h. ® Furnish the LA with survey and drafts in quadruplicate of all necessary right-of-way dedications, construction easements and borrow pit and channel change agreements including prints of the corresponding plats and staking as required. i. ® Assist the LA in the receipt and evaluation of proposals and the awarding of the construction contract. j. ® Furnish or cause to be furnished: (1) Proportioning and testing of concrete mixtures in accordance with the"Manual of Instructions for Concrete Proportioning and Testing" issued by the Bureau of Materials and Physical Research, of the DEPARTMENT and promptly submit reports on forms prepared by said Bureau. (2) Proportioning and testing of bituminous mixtures(including extracting test) in accordance with the "Manual of Instructions for Bituminous Proportioning and Testing" issued by the Bureau of Materials and Physical Research, of the DEPARTMENT, and promptly submit reports on forms prepared by said Bureau. (3) All compaction tests as required by the specifications and report promptly the same on forms prepared by the Bureau of Materials and Physical Research. (4) Quality and sieve analyses on local aggregates to see that they comply with the specifications contained in the contract. (5) Inspection of all materials when inspection is not provided at the sources by the Bureau of Materials and Physical Research, of the DEPARTMENT and submit inspection reports to the LA and the DEPARTMENT in accordance with the policies of the said DEPARTMENT. k. ® Furnish or cause to be furnished (1) A resident engineer, inspectors and other technical personnel to perform the following work: (The number of such inspectors and other technical personnel required shall be subject to the approval of the LA.) a. Continuous observation of the work and the contractor's operations for compliance with the plans and specifications as construction proceeds, but the ENGINEER does not guarantee the performance of the contract by the contractor. b. Establishment and setting of lines and grades. c. Maintain a daily record of the contractor's activities throughout construction including sufficient information to permit verification of the nature and cost of changes in plans and authorized extra work. d. Supervision of inspectors, proportioning engineers and other technical personnel and the taking and submitting of material samples. e. Revision of contract drawings to reflect as built conditions. f. Preparation and submission to the LA in the required form and number of copies, all partial and final payment estimates, change orders, records and reports required by the LA and the DEPARTMENT. 2. That all reports, plans, plats and special provisions to be furnished by the ENGINEER pursuant to this agreement will be in accordance with the current standard specifications and policies of the DEPARTMENT, it being understood that all such reports, plats, plans and drafts shall before being finally accepted, be subject to approval by the LA and the said DEPARTMENT. 3. To attend conferences at any reasonable time when requested to do so by the LA or representatives of the DEPARTMENT. 4. In the event plans, surveys or construction staking are found to be in error during the construction of the SECTION and revisions of the plans or survey or construction staking corrections are necessary, the ENGINEER agrees that he will perform such work without expense to the LA, even though final payment has been received by him. He shall give immediate attention to these changes so there will be a minimum delay to the contractor. 5. The basic survey notes and sketches, charts, computations and other data prepared or obtained by the ENGINEER pursuant to this agreement will be made available upon request to the LA or the DEPARTMENT without cost and without restriction or limitations as to their use. 6. To make such changes in working plans, including all necessary preliminary surveys and investigations, as may be required after the award of the construction contract and during the construction of the improvement. See Exhibit A for further clarification of scope of services. Page 2 of 8 BLR 05512(Rev.7/05) 7. That all plans and other documents furnished by the ENGINEER pursuant to the AGREEMENT will be endorsed by him and will show his professional seal where such is required by law. 8. To submit, upon request by the LA or the DEPARTMENT a list of the personnel and the equipment he/she proposes to use in fulfilling the requirements of this AGREEMENT. The LA Agrees, 1. To pay the Engineer as compensation for all services performed as stipulated in paragraphs 1a, 1g, 1i, 2, 3, 5 and 6 in accordance with one of the following methods indicated by a check mark:*** a ® A sum of money equal to 5.5 percent of the approved estimate of cost of the proposed improvement as approved by the LA. b. ❑ A sum of money equal to the percentage of the awarded contract cost for the proposed improvement as approved by the DEPARTMENT based on the following schedule: Schedule for Percentages Based on Awarded Contract Cost Awarded Cost Percentage Fees Under $50,000 (see note) Note: Not necessarily a percentage. Could use per diem, cost-plus or lump sum. 2. To pay for services stipulated in paragraphs 1b, 1c, 1d, 1e, 1f, 1h, 1j and 1k of THE ENGINEER AGREES at the hourly rates stipulated below for personnel assigned to this SECTION as payment in full to the ENGINEER for the actual time spent in providing these services the hourly rates to include profit, overhead, readiness to serve, insurance, social security and retirement deductions. Traveling and other out-of-pocket expenses will be reimbursed to the ENGINEER at his actual cost. Subject to the approval of the LA, the ENGINEER may sublet all or part of the services provided under paragraphs 1b, 1c, 1d, 1e, 1f, 1j and 1k of THE ENGINEER AGREES. If the ENGINEER sublets all or a part of this work, the LA will pay the cost to the ENGINEER plus a five(5) percent service charge. "Cost to ENGINEER"to be verified by furnishing the LA and the DEPARTMENT copies of invoices from the party doing the work. The classifications of the employees used in the work should be consistent with the employee classifications for the services performed. If the personnel of the firm including the Principal Engineer perform routine services that should normally be performed by lesser-salaried personnel, the wage rate billed for such services shall be commensurate with the work performed.*** Grade Classification of Employee Hourly Rate Principal Engineer 144.00 Sr. Project Manager 132.00 Project Manager 120.00 Sr. Project Engineer/Surveyor 108.00 Project Engineer/Surveyor 99.00 Senior Engineer/Surveyor 90.00 Engineer/Surveyor 81.00 Assoc. Engineer/Surveyor 72.00 Sr. Project Technician 99.00 Project Technician 90.00 Senior Technician 81.00 Technician 72.00 Associate Technician 63.00 Secretary 72.00 The hourly rates itemized above shall be effective the date the parties, hereunto entering this AGREEMENT, have affixed their hands and seals and shall remain in effect until 12/31/06 . In event the services of the ENGINEER extend beyond 12/31/06 , the hourly rates will be adjusted yearly by addendum to this AGREEMENT to compensate for increases or decreases in the salary structure of the ENGINEER that are in effect at that time. ***-See Exhibit B for a Summary of Estimated Compensation Page 3 of 8 131-1105512(Rev.7/05) 3. That payments due the ENGINEER for services rendered pursuant to this AGREEMENT will be made as soon as practicable after the services have been performed, in accordance with the following schedule: a. Upon completion of detailed plans, special provisions, proposals and estimate of cost—being the work required by paragraphs 1a through 1g under THE ENGINEER AGREES—to the satisfaction of the LA and their approval by the DEPARTMENT, 90 percent of the total fee based on the above fee schedule and the approved estimate of cost. b. Upon award of the contract for the improvement by the LA and its approval by the DEPARTMENT, 100 percent of the total fee (excluding any fees paragraphs 1j and 1k of the ENGINEER AGREES), based on the above fee schedule less any previous payment. c. Upon completion of the construction of the improvement, 90 percent of the fee due for services stipulated in paragraphs 1j and 1k. d. Upon completion of all final reports required by the LA and the DEPARTMENT and acceptance of the improvement by the DEPARTMENT, 100 percent of the total fees due under this AGREEMENT, less any amounts previously paid. By mutual agreement, partial payments, not to exceed 90 percent of the amount earned, may be made from time to time as the work progresses. 4. That should the improvements be abandoned at any time after the ENGINEER has performed any part of the services provided for in paragraphs 1a and 1g, and prior to the completion of such services the LA shall reimburse the ENGINEER for his actual costs plus 139.13 percent incurred up to the time he is notified in writing of such abandonment "actual cost" being defined as material costs plus actual payrolls, insurance, social security and retirement deductions. Traveling and other out-of-pocket expenses will be reimbursed to the ENGINEER at his actual cost. 5. That should the LA require changes in any of the detailed plans, specifications or estimates(except for those required pursuant to paragraph 4 of THE ENGINEER AGREES)after they have been approved by the DEPARTMENT, the LA will pay the ENGINEER for such changes on the basis of actual cost plus 139.13 percent to cover profit, overhead and readiness to serve—"actual cost" being defined as in paragraph 4 above. It is understood that"changes"as used in this paragraph shall in no way relieve the ENGINEER of his responsibility to prepare a complete and adequate set of plans. 6. That should the LA extend completion of the improvement beyond the time limit given in the contract, the LA will pay the ENGINEER, in addition to the fees provided herein, his actual cost incurred beyond such time limit—"actual cost" being defined as in paragraph 4 above. It is Mutually Agreed, 1. That any difference between the ENGINEER and the LA concerning the interpretation of the provisions of this AGREEMENT shall be referred to a committee of disinterested parties consisting of one member appointed by the ENGINEER one member appointed by the LA and a third member appointed by the two other members for disposition and that the committee's decision shall be final. 2. This AGREEMENT may be terminated by the LA upon giving notice in writing to the ENGINEER at his last known post office address. Upon such termination, the ENGINEER shall cause to be delivered to the LA all drawings, specifications, partial and completed estimates and data if any from traffic studies and soil survey and subsurface investigations with the understanding that all such material becomes the property of the LA. The ENGINEER shall be paid for any services completed and any services partially completed in accordance with Section 4 of THE LA AGREES. 3. That if the contract for construction has not been awarded one year after the acceptance of the plans by the LA and their approval by the DEPARTMENT, the LA will pay the ENGINEER the balance of the engineering fee due to make 100 percent of the total fees due under the AGREEMENT, based on the estimate of cost as prepared by the ENGINEER and approved by the LA and the DEPARTMENT. 4. That the ENGINEER warrants that he/she has not employed or retained any company or person, other than a bona fide employee working solely for the ENGINEER, to solicit or secure this contract and that he/she has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the ENGINEER, any fee, commission, percentage, brokerage fee, gifts or any other consideration contingent upon or resulting from the award or making of this contract. For breach or violation of this warranty the LA shall have the right to annul this contract without liability. Page 4 of 8 BLR 05512(Rev.7/05) IN WITNESS WHEREOF, the parties have caused this AGREEMENT to be executed in quadruplicate counterparts, each of which shall be considered as an original by their duly authorized offices. Executed by the LA: The United City of Yorkville of the (Mun icipality/Townsh ip/Cou nty) ATTEST: State of Illinois, acting by and through its By Mayor and Council > Clerk By (Seal) Title: Mayor Executed by the ENGINEER: Engineering Enterprises, Inc. 52 Wheeler Road ATTEST: Sugar Grove, IL 60554 By Title: Secretary Title: Senior Project Manager Authorized MFT Expenditure N/A Date Department of Transportation Regional Engineer Page 5 of 8 BLR 05512(Rev.7/05) North Route 47 Improvements—Cornelis Road to Baseline Road United City of Yorkville Preliminary Engineering Agreement Exhibit A—Clarification of Scope of Services The following work items would prepare sufficient documents and reports for construction of the needed improvements pursuant to the Illinois Department of Transportation (IDOT) Permitting Process; Traffic Study, Intersection Design Studies with an Environmental Summary, Report and Plans for improvements to accommodate 2017 year traffic. Phase I-Preliminary Engineering 1. Topographic Survey 2. Environmental Study a. Gather all necessary data as required by the State to satisfy Phase I Engineering Requirements in regards to the environmental, cultural/archaeological, biological, and special waste reports, from when available from previously completed studies by developer. b. When not provided by the adjacent developer, EEI will provide the necessary investigations to satisfy these requirements. c. Coordinate with the Illinois Historic Preservation Agency in regards to archaeological or historic resources. d. Coordinate with the Illinois Department of Natural Resources in regards to threatened and endangered species and natural areas. e. Coordinate to determine the status of special waste or sites otherwise potentially impacted by regulated substances. f. Coordinate with the State, Local and Development Officials. 3. Soil Borings and Investigations a. Provide a soil boring report in compliance with MOT standards (1 boring every 300 linear feet for new roadway construction). 4. Traffic Impact Study a. Provide traffic data collection services, consisting of historical data, manual traffic counts and twenty four hour machine counts as necessary. b. Develop traffic projections for years 2017 and 2030 at all existing intersections along corridor including Jericho Road. EEI will utilize previously conducted studies to determine future traffic, as well as conducting independent estimates for background growth and traffic in future development. c. Provide analyses and recommendations utilizing 2017 traffic volumes. d. Determine the required roadway improvements based on 2017 traffic volumes. 5. Traffic Signal Warrant Analysis a. Prepare signal warrant analyses for all future intersections 6. Intersection Design Studies a. Conduct an IDS for each of the ten intersections within the corridor for 2017 and 2030 traffic. b. Determine required geometric improvements. 7. Finalize R.O.W. Requirements a. Determine the required parcels of land required for easements and R.O.W. acquisition. b. Prepare documents for the purpose of obtaining R.O.W. and easements. Page 6 of 8 BLR 05512(Rev.7/05) Exhibit A 8. Preliminary Plan a. Prepare preliminary plan, profile and typical cross-section. b. Prepare requisite drainage analysis. 9. Coordination and Public Relations a. Attend all meetings with City Officials, City Staff, residents, business owners, the Illinois Department of Transportation and any other agencies or interested parties as requested. 10. Cost Estimates a. Develop estimates of cost as required for coordination with developers and budgeting. 11. Prepare Project Permit Report a. Prepare comprehensive summary report of the above work items. b. Process approval with IDOT. Phase II-Design Engineering 12. Design roadway with the following general parameters a. Alignment compatible with SRA report with the following exceptions: b. Cross-over spacing of 1250'versus 2640' c. 45 mph urban cross section versus 60 mph rural cross section 13. Conduct Mechanistic Pavement Design 14. Plan Preparation (One plan set for length of project per IDOT requirements and pursuant to permitting process) a. Plan sheets as necessary to produce an accurate set of bidding and construction documents. Inclusive of plan and profile sheets, typical cross sections, general sheets, typical standards, cross sections and all other sheets required to comply with IDOT standards. b. Develop a stormwater and pollution prevention plan. Detail the requirements as required to be followed by the Contractor and his agents at all times. c. Develop specifications for the purpose of bidding and construction. Specifications will include all required references to the Illinois Department of Transportation's Standard Specifications for Road and Bridge Construction in Illinois. d. Provide for the analysis of Structure Number 043-2011 (the culverttbridge crossing of the Rob Roy Creek). Provide for design of the appropriate modifications and additions to the structure to accommodate the new roadway width. e. Develop traffic control plans for staging project(maximum of four stages, limits yet to be determined). f. Develop plans for signalization of five intersections complete with interconnects. 15. Coordination and Public Relations a. Attend all meetings with City Officials, City Staff, residents, business owners, the Illinois Department of Transportation and any other agencies or interested parties as requested. 16. Coordinate with Utility Companies 17. Develop Cost Estimates 18. Develop Estimates of Construction Time 19. Prepare alternate plan sets for phasing as directed by City(maximum of 3 phases) 20. Process IDOT permitting and assist in the Bidding and Letting process a. Attend bid opening b. Prepare bid summary and tabulation c. Assist in the evaluation of bidders Page 7 of 8 BLR 05512(Rev.7/05) Exhibit A EXHIBIT B: SUMMARY OF ESTIMATED COMPENSATION FOR PROFESSIONAL ENGINEERING SERVICES NORTH ROUTE 47 IMPROVEMENTS Comeils Road to Baseline Road United City of Yorkville,Kendall Co.,IL DESIGN AND CONSTRUCTION ENGINEERING PHASE I-PRELIMINARY %of EPHASE NGINEERING %of PHASE III-CONSTRUCTION %of ESTIMATED ENGINEERING STUDY&REPORT Construction SIGN Construction ENGINEERING Construction CONSTRUCTION Pro ect Contract=HR) Cost =%or FF Cost Contract=HR) Cost COST North Route 47 Improvements $300,000 2% 5,000 5.5% $675,000 4.5% $15,000,000 ESTIMATED ADDITIONAL CONSULTATION,SURVEYING,AND TESTING SERVICES Estimated Contract Service Costs Type Easements and Legal Surveying $20,000 HR Subsurface Soils Investigation $38,000 AC Material Testing $250,000 AC CONTRACT DESIGNATIONS FF=Fixed Fee AC=Actual Cost HR=Hourly Rate With Estimated Fee %=Percentage of Approved Estimate of Cost *Note:Phase II Design fee shall be adjusted if plans are separated into phased plan sets(maximum of 3) at$50,000 per phased set ENGINEERING ENTERPRISES,INC. 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'E � tee' j& 4.1' 14 .s • _ +p f k ,-° * �6 i .BURY ! .i E f , r } y , � V GE ;. r':; E TOL BA ,. f r I Y IyR Ex Pao k6ro bS I / K.NAGEMANN s4.4,' to ".10,,,,,• tI t.” I ' } , ,'t lott {�� t � z •44,_. / ELLS RO f .1 #: __ .�I Al J.. T_ Zrflw#`i i t < r .ti•4-_ I acy-e.,. ,�.�j� _ t: r r PROP 11�°f• Y e t .M f � ♦ l' ' ` '�'�4_40,•,•,,. ..,,.. . -10''1,' t J �"-e F .. ,' Y �I:: �, ,a� - �w;K..as \. 'Sr 1 �^ r �' •�,-tiro ..' 'I ' r n• = i ."" ,#.o+'r, Alti,,, o ...� v.'•r "`.a.r •� A 'k lIw , _ !� .s""'�4i * �"!�. 4.{'/� x"f' . • ! vx Ij ' wis ' i � 4 Cri 1 o ` t `fit fix{ +ti"° -' " _ �,.wn, "ice• 'S; t, •§'+g t #" „ =t "'S�"' _�• / r X 7,t;••C N41A15PERING'i si...4-- ' �. I ' T : S :' a* r ;'s LU Fss, '\ cc rcni ¢ �} ' Y4 -,0 .ir• • M O _'_..� �` 11My .,.... • r. �.,gg :,.�� AU'jIM!l fftFEK M. 4. r' � `"fir i + Y �,*J./O DYA � • 1 - ° �te' t. "• r�J /y ,14.$1::. I l�.f +J 7�4 LO 9T ► f .� Y - N y mss` 7 fir' o FIs;. ,o „• Q DATE: JAN.,2006 Y Engineering Enterprises,Inc. UNITED CITY OF YORKVILLE -NORTH ROUTE 47 IMPROVEMENTS y PROD.N0. Y00537 Consulting Engineers 800 GAME FARM ROAD -CORNEILS ROAD TO BASELINE ROAD FILE N0. Y006000s y 52 Wheeler Road YORKVILLE, ILLINOIS 60560 EMUSugar Grove, Illinois 60554 LOCATION MAP ,,,r,NO 0077 REVISIONS _. Reviewed By: J2 �� Legal ❑ City Council Finance ❑ EST. 1 "1836 Engineer Agenda Item Tracking Number City Administrator ❑ Consultant ❑ °2 �'- 1 City Council Agenda Item Summary Memo Title: 2005 In-Town Road Program—Change Order No. 1 City Council/COW/Committee Agenda Date: PW Committee 1/9/06 Synopsis: Final balance change order in the amount of a$37,234.51 decrease. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: 2•��D ��r o United City of Yorkville Memo 800 Game Farm Road EST. ;,ass Yorkville, Illinois 60560 Telephone: 630-553-8545 0 r�� ° � �' Fax: 630-553-3436 LE w Date: January 5, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer V CC: Traci Pleckham, Finance Directo '�;e4�tnistiYe�sa�4 µ;x K ; Subject: 2005 In-Town Road Program—Change Order No. 1 Attached find one copy of proposed Change Order No. 1 for the referenced project. This change order, in the amount of a$37,234.51 decrease, is the final balancing change order for this project. Please refer to the attached letter from Smith Engineering that explains the major deviations from the original plan quantities. I recommend that this change order be approved. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. Smith Engineering Consultants, Inc. Civil/Structural Engineers and Surveyors December 20, 2005 Mr. Joseph Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 RE: In Town Road Improvement Program Job No. YORK-050141-6 Dear Mr. Wywrot: Enclosed you will find the final balance change order for the 2005 In Town Road Improvement Program. There are two (2) items that exceed the original plan quantity. • After proof-rolling the various streets it was determined there would be an additional 1,843 square yards of undercut areas increasing the total quantity to 3,457 square yards. • Due to the dry gravel conditions and the additional roadway added on South Liberty Street, there was an additional 5,096 gallons of bituminous materials (prime coat) sprayed. The prime coat was sprayed at the higher rate than the proposed 0.2 gal/sy. The contractor used 0.3 gal/sy. These changes added cost to the project; however, due to various items that were eliminated from the plans, the final cost is $37, 51 under the original contract amount. If you have any questions or need any additional information, I can be reached at (630) 553-7560. Sincerely, SMITH ENGINE G C SU TS, r Mark Landers Construction Engineer II ML/ams cc: Don Ryba P.E., Smith Engineering Consultants, Inc. L:\lobs\Smith\2005\050141 Yorkville Rd Program Observation\construction\Change Orders\Change Order#1\050141-G Change Order No.1-122005-ml.doc 759John Street,Yorkville,IL 60560 www.smithengineering.com Telephone 630.553.7560 Fax 630.553.7646 CITY OF YORKVILLE R,s CHANGE ORDER PROJECT NAME: 2005 in Towni;Program JOB NO.: YORK-050141-06 LOCATION: All of Site CHANGE ORDER: 1 CONTRACTOR: Aurora Blacktop DATE: 12/16/2005 DESCRIPTION OF CHANGE ORDER: Balance Change Order ORIGINAL CONTRACT AMOUNT: [1] $659,419.35 TOTAL OF PREVIOUS AUTHORIZED CHANGE ORDERS: [2] $0.00 CURRENT CONTRACT AMOUNT: ([1]+[2]) [3] $659,419.35 PROPOSED CHANGE ORDER: (PENDING APPROVAL) [4] ($37,234.51) PROPOSED REVISED CONTRACT AMOUNT: (PENDING APPROVAL) ([3]+[4]) [5] $622,184.84 NET OF ALL CHANGE ORDERS: (PENDING APPROVAL) ([2]+[4]) ($37,234.51) TIME EXTENSION OR REDUCTION: 0 TOTAL CONTRACT TIME: (PENDING APPROVAL) Dec. 16, 2005 RECONUAE ED Fj ANCE: �/ L —06 Approved By: Resident En ' er Date ('$1OKor25%) Mayor Date 9 Approved By: � Approved City Manager Date ontracto7/ Date ty 9 i 5 a.6 Attest: City n ' eer Date City Clerk Date It is understood that as part of this change order that the Contractor agrees that all bonds,permits,insurance and guarantees are hereby extended to incorporate this Change Order. Page 1 of 2 Or ni ,- .... .• �.a. .M _% ' . ,Quar� �. .> aealuct Pace ffererice . z ti Earth Excauatron(wdTen��g} �x ..° 1954 CU;,Y 1�i}� 25L2 ($302.40) 2 Grading and Shaping Ditches 2930 FOOT (880.0) $7.30 ($6,424.00) 3 .. Tca sort t�mrshnd Place,4< 3 X2635 Sivk ! tr ` ' $ U ($8,688.94) 4 Seeding,Class 1A 2.75 ACRE (0.9) $2,200.00 ($1,980.00) 4 PO _ ($91.63) 5itrogenserttlze>`Nnen. 6 Phosphorus Fertilizer Nutrient 248 POUND (83.3 $1.10 ($91.63) ($91.63) f 7 �" tassriGnefilizerl�lutne 12635 SQ YD 3,777.8) 8 Erosion Control Blanket $1.10 ($4,155.58) �G, � 3 D ($2,029.30) 99reate�BaseCrurse, Type " fi 10 Agg. Base Course Rem &Repl,W/Agg.TY B 12 1614 SQ YD 1843.0 $17.25 $31,791.75 6 00 $5,09600 " 22 TON 22.0} $10 00 ($220.00)Sill 12 Aggregate(Prime Coat) Wf6 7th ($500.00) Agregate Suraace oue,TYP 14 Bituminous Driveway 1512 SQ YD 116.0 $16.10 $1,867.60 $0.00 , ortlandenoncreravewa 39 16 Potland Cement Concrete Sidewalk,Special 5 6729 SQ YD 130.0 $5.55 ($721.50) $1,672.30 4431 SQ YD 0.0 $2.50 $0.00 18 Bituminous Surface Removal k $0.00 15 rtYewa avernenReno� 20 Combination Curb and Gutter Removal 371 FOOT 264.0 $5.50 $1,452.00 w= Sawcuf it tsfin ?1 Ems1 �. . = $0.00 22 Sidewalk Removal 2592 SQ YD (192.0 $1.00 ($192.00) ($3,732.90) 24 Pipe Culverts,Type 1 12" 695 FOOT (695.0) $26.50 ($18,417.50) Vital egS� ?ri1? , ($10,640.00) 26 PVC Drainage Pipe,6" 180 FOOT 180.0) $19.50 ($3,510.00) atcsrrnitws .: ($2,320.00) 28 Catch Basin Adjusted,Type 1 Frame, Open Lid 3 Each 3.0) $550.00 ($1,650.00) ($290.00) anhQte�To$e�d us'tea, Each 0.0 $550.00 $0.00 30 MH Adjusted,Type 1 Frame, Open Lid 3 31 Each (23.0) $290.00 ($6,670.00) 31 Inlet To Be Adjusted $550.00 ($1,100.00) 32 Inlet Adjustment,Type 1 Frame, Open Lid 2 Each 2.0 3`' anllanho a3t1 s ($870.00) he 34 San.MH ADJ,Type 1 Frame,Ciosed Lid,EXT.Chim.Seal 17 Each 0.0 $765.00 $0.00 MIM 0.00 36 Concrete Gutter Type A 643 FOOT 0.0 $23.50 $0.00 ($902.00) Comb.Concrete Curb&Gutter,Type M 6.12 128 FOOT 0.0 $22.35 $0.00 38 antr � axectr� $0.00 40 Thermoplastic PVMT Marking-Line 6" 1440 FOOT (10.0 $0.65 ($6.50) erraotastrl�t#�- rlarlcg: ems: 5 ($1,314.10) 42 Thermoplastic PVMT Marking-Line 24" 250 FOOT (7.0) $3.65 ($25.55) ; � .. ($375.00) 44 Bit.Concrete Binder Course, Superpave IL-19,N50 3117 TON 20.0) $35.10 ($702.00) 4�A tae e�irface Gourse pave '� � :� ':..;� $0.00 ` " 11 Each 11.0) $100.00 ($1,100.00) 46 Tree Trunk Protection Total ($37,234.51) o)-', , Reviewed By: OT Legal ❑ City Council Finance ❑ esr 1 isss Engineer .< City Administrator El Agenda Item Tracking Number 9� 20 Consultant ❑ LE City Council Agenda Item Summary Memo Title: Water Connection Fee—Proposed Revision City Council/COW/ Committee Agenda Date: PW 1/9/06 Synopsis: Recommendation to increase the water connection fee for a single-family home to $3700/connection. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: c1T o United City of Yorkville Memo 800 Game Farm Road EST 1 _a 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 <LE Date: January 5, 2006 To: John Crois, Interim City Administrator \\ From: Joe Wywrot, City Engineer V CC: Traci Pleckham, Finance Direc r �.�� ': ;�stratxve Assistant Subject: Water Connection Fee—Proposed Revision Attached find a summary of costs prepared by EEI associated with our water connection fee. The purpose of this fee is to replace the water supply, storage, and treatment capacity lost when a new user connects to the system. EEI has evaluated three different well scenarios and three different storage scenarios and come up with an average cost per PE of$1055. For a single-family home that has 3.5 PE,therefore, the connection fee should be $3693. Rounding up to the nearest$10, the fee should be $3700. Our current connection fee is $2660. I recommend that we revise the fee based on these new costs so we will have the funds to add more supply, storage, and treatment when need arises. Please place this item on the Public Works Committee agenda of January 9,2006 for consideration. Page 1 of 3 Joe Wywrot From: Jeff Freeman Ofreeman @eeiweb.com] Sent: Thursday, January 05, 2006 9:29 AM To: jwywrot@yorkville.il.us; John Crois (E-mail) Cc: Eric Dhuse (E-mail); Ldanna(E-mail); tpleckham@yorkville.il.us; Bill Dunn; John Whitehouse Subject: RE: Water Connection fee All Attached please find the updated tables for the connection fee calculation. Based on the current supply, treatment, and storage costs, the calculation suggests that the new connection fee would be$3,693 per Single Family Unit (Weighted Average=$1,055, therefore -$ 1,055/P.E. X 3.5 P.E./SF Unit). As you may recall,the current connection fee, which I believe was established in 2003, is$2,660 per Single Family Unit. This obviously is a considerable increase, but the calculations reflect the current water supply, treatment, and storage costs. For reference, please note that the current connection fees for the Village of Montgomery and the Village of Sugar Grove are$3,591 and $4,637.50, respectively. I will be working on finalizing the text to go with the calculations. I would be able to get it done by the end of the day if that is soon enough. I apologize for the timing on this. We currently have the stomach flu going through the Freeman household, which has presented some scheduling issues. If you have any questions, or comments please contact me on my cellular phone (630-816-0840), as I will be out of the office from 9:30 A.M. —12:00 P.M. Jeff 52 wheeler Road •Sugar Grove,IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eeiweb.com Engineering Enterprises, January 5, 2006 Inc. Mr. Joe Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Connection Fee Analysis United City of Yorkville Kendall County, Illinois Dear Joe: As requested, we have reviewed the connection fee for the Water Works System. As you know, each connection to the system will add additional demand on the water supply, treatment and storage components of the Water Works System. The primary purpose of a connection fee is to collect the appropriate amount of funds from each new connection such that the fee would be able to cover the incremental capital costs that already have been incurred, or will be incurred, to be able to supply water to each additional connection. In essence, the connection fee provides a purchase of the required level of water supply, treatment and storage capacity within the United City of Yorkville's Water Works System. The purpose of this analysis is to determine the most appropriate cost for the City to be able to continue to cost-effectively expand the water supply, treatment, and storage components of the Water Works System, and then develop the associated cost for each new connection. It is clear that water supply, treatment, and storage capacity is not added with each individual connection to the system. In most cases, the capital investment to provide additional capacity is either created when a shortage is projected to exist, or when sufficient funds become available in advance of a known number of connections. The cost for an individual connection to the system is typically part of a project or a number of projects that provides additional capacity in larger increments. Therefore, in order to establish the cost for each connection, there must be an identification of a total project cost, and then a division of the total cost by the capacity to determine the cost for each connection. The United City of Yorkville's Water Works System is configured such that cost-effective additions to the system will be added in fairly uniform sizes. Additions to the system will be based on the most cost-effective addition that can be provided for the amount of funding that is Consulting Engineers specializing in Civil Engineering and Land Surveying Mr. Joe Wywrot, P.E. January 5, 2006 Page 2 available. Given the fact that there is an economy of scale relative to the capital investment for Water Works System expansion, the most cost-effective approach moving forward would be to incrementally expand the water supply, treatment and storage components as large as possible based on the funds that are available. For instance, cost-effective water supply and treatment additions to the system will be based on an addition of 1,000 gpm deep water wells and/or 500 gpm shallow water wells, and then the associated water treatment facilities to treat each of the wells or a combination of many. Cost-effective water storage additions probably will include the addition of either a 1,000,000 gallon (1.0 MG) or 2,000,000 gallon (2.0 MG) elevated water storage tank (EWST), or possibly a 5,000,000 gallon (5.0 MG) stand pipe (as preliminarily discussed in the southern portion of the community). Exhibit A presents a given water supply and treatment addition (water well and treatment system), and the additional population that would be served by the water supply and treatment addition. Exhibit A then presents the capital cost to integrate the additional supply and treatment facilities into the water system and then the cost of that facility per population served. Exhibit A also presents the same calculation for different size water storage tanks. Please note that we also have attached copies of the detailed cost estimates for each of the supply and treatment improvements (Exhibits B-1 through B-3), as well as, each of the storage tanks (Exhibits B-4 through B-6). Based on our understanding of your Water Works System and the projected increase in water ; demand in the near future, it is likely that each one of the water supply and treatment options, and each of the storage facilities that are presented may be integrated into the system in different locations throughout the community. Therefore, by taking the weighted average (balancing cost per P.E. with the capacity that each component serves) of the cost per P.E. served, the dollar value that is defined will develop the funding approach to be able to build all of the facilities. Inspection of Exhibit A indicates that the weighted average water supply and treatment cost per P.E. is $866. Exhibit A also states that the weighted average cost per P.E. of the three water storage facilities presented is $189. Consequently, the total weighted average water supply, treatment, and storage facility cost would be $1,055 per P.E. served. Since it is typically assumed that the average population per single family house is 3.5 people, the weighted average water connection fee per single family house would calculate to be 3.5 X $1,055 = $3,692.5. Therefore, in an effort to keep up with the current market costs of expanding the City's water supply, treatment and storage facilities, we recommend increasing the connection fees as follows: Current Recommended Connection Fee Connection Fee $2,660/SF Unit $3,700/SF Unit Mr. Joe Wywrot, P.E. January 5, 2006 Page 3 it would seem the above analysis establishes the most likely approach the City will take in the expansion of the water supply, treatment, and storage system. Consequently, it would seem the above analysis provides the most appropriate cost analysis to determine the most appropriate connection fee for the City at this time. If you have any questions or require additional information, please contact our office. Respectfully submitted, ENGINEERING ENTERPRISES, INC. U. Jeffrey W. Freeman, P.E. Senior Project Manager JWF/me Enclosures pc: Mayor Art Prochaska Mr. John Crois—Interim City Administrator Ms. Traci Pleckham—Finance Director Mr. Eric Dhuse—Director of Public Works Mr. John Wyeth—City Attorney JKM,WED, JTW, DAK— EEI GAPubfiic\Yorkvi11e\2006\YO0601 Water Connection Fee Update\DocVwywrot01.doc 1106 EXHIBIT A: WATER SUPPLY,TREATMENT, AND STORAGE COST PER P.E. 2006 WATER CONNECTION FEE UPDATE United City of Yorkville, Kendall Co., IL WATER SUPPLY AND TREATMENT COST PER P.E. Well&Treatment Capacity, Additional Construction Construction Contingency Engineering Total Project Cost Per (GPM) P.E.Served" Cost-Well Cost-Treatment (10%) (15%) Cost P.E. 1,000 1 Deep 5,143 $860,000 $2,145,000 $300,500 $495,825 $3,801,325 $739 2,000 2 Shallow& 10,286 $1,756,000 $5,198,000 $695,400 $1,147,410 $8,796,810 $855 1 Deep 2,000 4 Shallow 10,286 $1,792,000 $5,852,000 $764,400 $1,261,260 $9,669,660 $940 t Assumed Shallow Well Capacity=500 gpm each;Assumed Deep Well Capacity=1,000 gpm each Based on Reliable Source Capacity(Well operating 18 hours per day to meet the Maximum Day Demand). WATER STORAGE COST PER P.E. Tower Volume" Additional Construction Contingency Engineering Total Project Cost Per (Gallons) P.E.Served Cost (10%) (10%) Cost P.E. 1,000,000 EWST 7,143 $1,765,000 $176,500 $194,150 $2,135,650 $299 2,000,000 EWST 14,286 $3,090,000 $309,000 $339,900 $3,738,900 $262 5,000,000 SP 35,714 $4,058,000 $405,800 $446,380 $4,910,180 $137 "EWST=Elevated Water Storage Tank;SP=Stand Pipe(including pump station) Based on Peak Hour Storage(Storage capacity to meet four hours of Peak Hour Demand using a maximum of 50%of the storage) CONNECTION FEE SUMMARY(COST PER P.E.) Weighted Minimum Averages Maximum WATER SUPPLY AND TREATMENT $739 $866 $940 WATER STORAGE $137 $189 $299 TOTAL CONNECTION FEE $877 $1,065 $1,239 O,.V'Wk1YOdMeel2MY00801 Water Connection Fee UpdateWx0ilrripact lee sumrnaryA311-5-0 p Weighted Average is based on the cost I P.E.and the capacity(Additional P.E.Served)of each of the facilities Legend. Staff Recommendation EXHIBIT B-1: COST ESTIMATE SUMMARY FOR 1,000 GPM DEEP WELL AND WATER TREATMENT PLANT 2006 WATER CONNECTION FEE UPDATE United City of Yorkville, Kendall Co., IL ITEM NO. ITEM AMOUNT 1 1,000 GPM WELL Construction (Casing, Hole, Grout, Etc.) $550,000 Development(Disinfection,Testing, Etc.) $100,000 Equipment(Pump/Motor, Pitless Adapter, Etc.) $210,000 2 WELL HOUSE AND TREATMENT BUILDING (59'X 29 & 32'X 28') Structures(Building and Surge Tank) $575,000 Equipment(Chemical Feed, Brine and WW Pumps, Etc.) $75,000 Well House Piping and Meters $100,000 3 TREATMENT EQUIPMENT Cation Exchange Equipment(3-8' Diameter Units) $350,000 4 SALT STORAGE TANK $70,000 5 ELECTRICAL ' Power Distribution $200,000 Instrumentation and Controls $100,000 Emergency Generator $350,000 6 SCADA INTEGRATION $25,000 7 YARD PIPING AND SITE WORK $250,000 8 LANDSCAPING $25,000 SUB-TOTAL $2,980,000 ELECTRICAL COMPANY(COMED)SERVICE TO SITE $20,000 SOIL AND MATERIAL TESTING $5,000 TOTAL ESTIMATED COST OF CONSTRUCTION(w/o Cont. & Engin.) $3,005,000 G:1Pub1kAYoft1Re=06%Y00601 water Connection Fee Updat e%Enpl[PrelCostEstimatesSupply-Treatmentxls11,000 gpm deep Notes: Assumes construction in 2006-2007 Assumes electric service drop is within 1500 feet of site. ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL COST ESTIMATE SUMMARY EXHIBIT B-2: COST ESTIMATE SUMMARY FOR 2 -600 GPM SHALLOW, 1 - 1,000 GPM DEEP WELL AND A 2,000 GPM WATER TREATMENT PLANT 2006 WATER CONNECTION FEE UPDATE United City of Yorkville, Kendall Co., IL ITEM AMOUNT NO. ITEM 1 2-500 GPM SHALLOW WELLS $318,000 Construction(Casing, Hole, Grout, Etc.) $159,000 Development(Disinfection,Testing, Etc.) $159,000 Equipment(Pump/Motor, Pitless Adapter, Etc.) $260,000 Raw Water Main(3,250 LF 12"Water Main @$80/LF) 2 1 - 1,000 GPM DEEP WELL $550,000 Construction (Casing, Hole, Grout, Etc.) $100,000 Development(Disinfection,Testing, Etc.) $210,000 Equipment(Pump/Motor, Pitless Adapter, Etc.) 3 WATER TREATMENT PLANT(8,000 S.F.) $2,050,000 Structures(Building) Equipment(Chemical Feed, Brine,Wet Well, and WW Pumps, Etc.) $ ,000 $70 Transfer Pumps and VFD's $70,000 $138,000 Miscellaneous Piping and Meters 4 TREATMENT EQUIPMENT $660,000 Cation Exchange Equipment(4-9' Diameter Units) $500,000 Iron Removal Equipment(1 -20.5'Diameter Units) 5 SALT STORAGE TANK $85,000 6 ELECTRICAL $356,000 Power Distribution $356,000 Controls Emergency Generators(2 @ 480 V-Shallow Wells and WTP) $250,000 7 SCADA INTEGRATION $50,000 8 YARD PIPING AND SITE WORK $450,000 9 LANDSCAPING&RESTORATION $75,000 SUB-TOTAL $6,919,000 ELECTRICAL COMPANY(COMED)SERVICE TO SITES $30,000 SOIL AND MATERIAL TESTING $5,000 TOTAL ESTIMATED COST OF CONSTRUCTION (w/o Cont.& Engin.) $6,954,000 G:TubfidYorkV1%%20061Y00601 Water Connedion Fee UpdeteWn9qPreICostEstimetessupply-TreatmeMxbJ2,000 OPm shetow S deep ENGINEERING ENTERPRISES,INC. COST ESTIMATE SUMMARY SUGAR GROVE,IL EXHIBIT B-3: COST ESTIMATE SUMMARY FOR 4 -500 GPM SHALLOW WELLS AND A 2,000 GPM WATER TREATMENT PLANT 2006 WATER CONNECTION FEE UPDATE United City of Yorkville, Kendall Co., IL ITEM NO. ITEM AMOUNT 1 4-500 GPM WELLS Construction (Casing, Hole, Grout, Etc.) $636,000 Development(Disinfection,Testing, Etc.) $318,000 Equipment(Pump/Motor, Pitless Adapter, Etc.) $318,000 Raw Water Main (6,500 LF 12"Water Main @$80/LF) $520,000 2 WELL HOUSE AND TREATMENT BUILDING (9,000 S.F.) Structures(Building) $2,310,000 Equipment(Chemical Feed, Brine,Wet Well, and WW Pumps, Etc.) $150,000 Miscellaneous Piping and Meters $150,000 3 TREATMENT EQUIPMENT Cation Exchange Equipment(4-9' Diameter Units) $660,000 Iron Removal Equipment(2-20.5' Diameter Units) $650,000 4 SALT STORAGE TANK $85,000 5 ELECTRICAL Power Distribution $356,000 Controls $356,000 Emergency Generators(Four Total) $500,000 6 SCADA INTEGRATION $75,000 7 YARD PIPING AND SITE WORK $450,000 8 LANDSCAPING $75,000 SUB-TOTAL $7,609,000 ELECTRICAL COMPANY(COMED)SERVICE TO SITE $30,000 SOIL AND MATERIAL TESTING $5,000 TOTAL ESTIMATED COST OF CONSTRUCTION(w/o Cont.&Engin.) $7,644,000 G:WublldAYorkWlle120=Y00S01 Water Comeotlon Fee Update\E ngX[PrelGastEsUmatesSuppy-TreatmanLxls)2,000 gpm shallow ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL COST ESTIMATE SUMMARY EXHIBIT B-4: COST ESTIMATE 1 MILLION GALLON ELEVATED WATER STORAGE TANK WATER CONNECTION FEE UPDATE United City of Yorkville, Kendall Co., IL ITEM AMOUNT NO. ITEM 1 Elevated Water Storage Tank(1 Million Gallons) (100 feet to the BCL) $1,575,000 2 Yard Piping and Site Work $150,000 3 SCADA Implementation $25,000 SUB-TOTAL $1,750,000 SOIL AND MATERIAL TESTING $15,000 TOTAL ESTIMATED COST OF CONSTRUCTION(w/o Cont.&Eng.) $1,765,000 Note--All values are based on 2005 construction costs. --Contingency and Engineering are not included in this estimate. GAPubtic\Yorkvi11eW006\Y00601 Water Comection Fee Updatel EngIProrostEslimate$WaterSlora9e.xls]7 MG EWST EXHIBIT B-5: COST ESTIMATE 2 MILLION GALLON ELEVATED WATER STORAGE TANK WATER CONNECTION FEE UPDATE United City of Yorkville, Kendall Co., IL ITEM NO. ITEM AMOUNT 1 Elevated Water Storage Tank(2 Million Gallons) (100 feet to the BCL) $2,900,000 2 Yard Piping and Site Work $150,000 3 SCADA Implementation $25,000 SUB-TOTAL $3,075,000 SOIL AND MATERIAL TESTING $15,000 TOTAL ESTIMATED COST OF CONSTRUCTION(w/o Cont.& Eng.) $3,090,000 Note--All values are based on 2005 construction costs. --Contingency and Engineering are not included in this estimate. GAPub1ic%YorkvIDe\20061Y00601 Water Connection Fee Update\Eng1 PrelCostEstlmatesWaterStomge.)ls}2 MG EWST I EXHIBIT B-6: COST ESTIMATE 5 MILLION GALLON STAND PIPE WATER CONNECTION FEE UPDATE United City of Yorkville, Kendall Co., IL ITEM AMOUNT NO. ITEM 1 5.0 MG Stand Pipe $3,500,000 2 Pump Station(Assumed Part of WTP) Building Addition $ ,000 $80 Pumps and Variable Frequency Drives $80,000 Miscellaneous Piping and Meters $20,000 Power Distribution(Electrical) $30,000 Controls (Electrical) $30,000 Generator Upsize $20,000 2 Yard Piping and Site Work $175,000 3 SCADA Implementation $20'000 SUB-TOTAL $4'043'000 SOIL AND MATERIAL TESTING $15,000 TOTAL ESTIMATED COST OF CONSTRUCTION(w/o Cont.&Eng.) $4,058,000 GAPub1idYorkvi11e\2006\Y00801 Water Connectim+Fee Update\EnNOrelCostE elimalesWaterStorage•)dslswag SP Note--All values are based on 2006 construction costs. --Contingency and Engineering are not included in this estimate. ENGINEERING ENTERPRISES,INC. COST ESTIMATE SUMMARY SUGAR GROVE,IL `,�tiD C/ry Reviewed By: J= pT Legal El City Council EST , ,.. le Finance ❑ as Engineer ❑ "�- Agenda Item Tracking Number City Administrator ❑ O Consultant ❑ <<E �V City Council Agenda Item Summary Memo Title: Fiscal Year 2006/2007 Budget Requests City Council/COW/Committee Agenda Date: - Public Works 1/9/06 Synopsis: As the FY 2006/2007 Budget process is beginning, Department Heads are requesting input from the elected officials for M proposed budget requests for consideration. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Traci Pleckham Finance Name Department Agenda Item Notes: Reviewed By: Jas p� Leggy ❑ City Council Finance ❑ esr. Bess Engineer � '7�� -� 1� I ^ Agenda Item Tracking Number rC y City Administrator ❑ C9 � p Consultant ❑LE El City City Council Agenda Item Summary Memo Title: Private Improvements in City Right-of-Way' F-EE KE�-, MOVfjL 7`Z-tC y City Council/COW/Committee Agenda Date: PW Committee 12/5/05 Cow la/ao%5+ I�l� 1/67/0C Synopsis: What type of improvements can private individuals make in the public right-of- way? Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Recommend that the City Council adopt a policy regarding construction in the right-of-way by private individuals Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: .o United City of Yorkville Memo 800 Game Farm Road EST 1 _ 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 0;A Fax: 630-553-7575 SCE tw Date: January 5, 2006 To: Public Works Committee From: John Wyeth, City Attorney CC: Joe Wywrot, City Engineer and Eric Dhuse, Dir. Public Works Subject: PW 2005-28 Private Improvements in City Right of Way This topic has been before the Committee for initial discussion. Attached is a rough draft of a policy that would address the topic. The policy incorporates improvements to the right of way and also addresses the topic of tree removal. This draft is very rough, and I look forward to receiving comments form the committee to refine the draft pursuant to the committee's desires. DRAFT 1.5.2006 UNITED CITY OF YORKVILLE POLICY PRIVATE IMPROVEMENTS IN CITY RIGHT OF WAY,TREE REMOVAL WHEREAS, the United City of Yorkville ("City") owns right of ways throughout the City commonly called"parkways" which generally lie between a side walk and a City Street, an less often lie adjacent to a City Street in areas that have no sidewalk (hereinafter refered to as "City Right of Way"), and WHEREAS, the City has received, and expects to continue to receive inquires and requests from land owners adjacent to the right of way to make improvements in the City Right of Way, and/or to remove trees in the City Right of Way, and WHEREAS, the City deems it prudent to adopt this Policy to provide a consistent and ascertainable response to the issues concerning City Right of Way improvements and Tree Removal, be it Resolved that the Cities Policy for Private Improvements in City Right of Way and Tree Removal is as follows: I. The City will consider "Requests to Improve City Right of Way" by adjacent land owners, only. 2. Said Requests shall be made to the City Engineer, and shall be in writing. Requests shall include at a minimum: A plat of survey, a site plan or sketch, a narrative of what is intended to be accomplished including a list of who will do the work. The City Engineer may ask for additional information as may be reasonably required to review the request. 3. In determining whether of not to approve the Request The City Engineer shall consider reasonable engineering and aesthetic factors for the parcel, and for the area of the City. These factors shall include, at a minimum: drainage, safety, the existing sidewalk and roadway, and consistency with the neighborhood. 4. If, after receiving the information required herein, and considering the factors identified herein, the City Engineer determines that the request is in keeping with the factors set forth herein,then the City Engineer may issue a letter approving the request. 5. Said letter shall indicate that the approval is for the requested improvement, only, and that the Engineer shall inspect the work, and the City shall require the work to be performed according to the plans submitted with the request. If the project has anticipate costs in excess of$ , the City shall require a bond or letter of credit to secure the completion of the work. 6. Regarding any request for removal of trees, it shall be the policy of the City, trees within the City Right of Way shall not be removed. The only exceptions to this policy shall be: ---Trees that suffer from disease may be removed upon demonstration of the likelihood that the tree will not survive ---Trees that must be removed for the purposes on installation of driveways Requests for removal of trees shall be submitted to the City Engineer consistent with the procedure set forth herein.