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Public Works Packet 2008 02-19-08 2`�w sir o United City of Yorkville J Q " 800 Game Farm Road EST. , 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 0� ICI r o Fax: 630-553-7575 <CE ��•�` AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, February 19, 2008 6:00 p.m. City Hall Conference Room Presentation: None Minutes for Correction/Approval: January 3, 2008 New Business: 1. PW 2008-10 Water Department Reports for November 2007 2. PW 2008-11 Water Department Reports for December 2007 3. PW 2008-12 Monthly Tool Inventory for January 2008 4. PW 2008-13 Game Farm Road Sidewalk 5. PW 2008-14 Disposal of Vehicles 6. PW 2008-15 Snow Operations 7. PW 2008-16 Amended Park Development Standards 8. PW 2008-17 Sunfield Restaurant — Rt. 34 Sidewalk Easement 9. PW 2008-18 Tuscan Plaza— Plat of Easement 10. PW 2008-19 Kendall County Courthouse Expansion— Plat of Easement 11. PW 2008-20 Kendall Marketplace—Plats of Easement (Lots 1, 54, & 55) 12. PW 2008-21 Morgan Street Townhomes — Plat of Development & Easements 13. PW 2008-22 Kendallwood Estates — Watermain Reimbursement Agreement 14. PW 2008-23 Kendallwood Estates — IDOT Highway Permit No. 2 15. PW 2008-24 Fox Hill Unit 7 —Final Acceptance 16. PW 2008-25 Gawne Lane Watermain and Roadway Improvements — Change Order #1 Public Works Committee February 19, 2008 Page 2 17 . PW 2008-26 Countryside Parkway (E. Kendall — Center Pkwy) — Change Order #2 18 . PW 2008-27 Raymond Storm Sewer Outfall — Change Order #5 19. PW 2008-28 In-Town Road Program — Roadway Change Order #4 20. PW 2008-29 Blackberry Woods — Letter of Credit Reductions # 1 21 . PW 2008-30 Briarwood Subdivision — Bond Reductions #2 22. PW 2008-31 Raintree Village Units 1 , 2, 3 , & 4 — Letters of Credit Expiration 23 . PW 2008-32 Grande Reserve Units 2 & 5 — Letter of Credit Expiration 24. PW 2008-33 Grande Reserve Units 12, 13, & 19a — Supplemental Earthwork Letter of Credit Expiration 25 . PW 2008-34 Grande Reserve Unit 22 — Sitework Letter of Credit Expiration 26. PW 2008 -35 The National Bank — Site Development Permit Letter of Credit Expiration 27 . PW 2008-36 Saravanos Development — Sitework Letter of Credit Expiration 28 . PW 2008-37 Kendall County 2008-2028 Transportation Improvement Plan 29. PW 2008-38 Fox Metro Water Reclamation District Intergovernmental Agreement 30. PW 2008-39 FY 08/09 Budget Review Old Business : 1 . PW 2007- 147 Road Fee Policy — Discussion Additional Business: UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, February 19, 2008 6 :00 PM CITY CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: .Mm---------..........................---.........---.............-------------........................................................ 1 . January 3 , 2008 ❑ Approved ❑ As presented ❑ With changes --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: -------------------------------------------------------------------------...................................................----------- 1 . PW 2008- 10 Water Department Reports for November 2007 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ---------------------------------------------------------------------------------......------------------------------------------------ 2. PW 2008-11 Water Department Reports for December 2007 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3 . PW 2008- 12 Monthly Tool Inventory for January 2008 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes -------------------------......----------------------------------------------------------------------------------------------- --------- 4. PW 2008- 13 Game Farm Road Sidewalk ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------..........--------------------------------------------------------- 5. PW 2008- 14 Disposal of Vehicles ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2008-15 Snow Operations ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes -------------------------------------------------------------------------------------------------------------------------------------- - 7. PW 2008-16 Amended Park Development Standards ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------............................................................ - 8. PW 2008- 17 Sunfield Restaurant — Rt. 34 Sidewalk Easement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 9. PW 2008- 18 Tuscan Plaza — Plat of Easement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 10. PW 2008- 19 Kendall County Courthouse Expansion — Plat of Easement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 11 . PW 2008-20 Kendall Marketplace — Plats of Easement (Lots 1 , 54, & 55) ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 12. PW 2008-21 Morgan Street Townhomes — Plat of Development and Easements ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ----------------------------------------------------------------------------------------------..........-.............................. 13 . PW 2008-22 Kendallwood Estates — Watermain Reimbursement Agreement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ...............---------------------------------------------------------------------............................. ---------------------- 14. PW 2008-23 Kendallwood Estates — IDOT Highway Permit No. 2 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 15. PW 2008-24 Fox Hill Unit 7 — Final Acceptance ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 16. PW 2008-25 Gawne Lane Watermain and Roadway Improvements — Change Order #1 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ............--------------------------------------------------------------------------------------------------------------------------- 17. PW 2008-26 Countryside Parkway (E. Kendall — Center Pkwy) — Change Order #2 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 18. PW 2008-27 Raymond Storm Sewer Outfall — Change Order #5 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ..........----------------------------------------------------------------------------------........................................... 19. PW 2008-28 In-Town Road Program — Roadway Change Order #4 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes -------------------------------------------------------------------------------....................................-------------------- 20. PW 2008-29 Blackberry Woods — Letter of Credit Reductions #1 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 21 . PW 2008-30 Briarwood Subdivision — Bond Reduction #2 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes -----------------------------------------------------------------------------------------------------------------------------.......... 22. PW 2008-31 Raintree Village Units 1 , 2, 3 , & 4 — Letters of Credit Expiration ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ..........----------------------------------------------------------------------------------........................................... 23 . PW 2008-32 Grande Reserve Units 2 & 5 — Letter of Credit Expiration ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 24. PW 2008-33 Grande Reserve Units 12, 13, & 19a — Supplemental Earthwork Letter of Credit Expiration ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 25. PW 2008-34 Grande Reserve Unit 22 — Sitework Letter of Credit Expiration ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 26. PW 2008-35 The National Bank — Site Development Permit Letter of Credit Expiration ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 27. PW 2008-36 Saravanos Development — Sitework Letter of Credit Expiration ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes .......................-------------------------------------------------------------------------------------------------------- -------- 28. PW 2008-37 Kendall County 2008-2028 Transportation Improvement Plan ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ................--....----------------------------------------------------------------------------------------------------------------- 29. PW 2008-38 Fox Metro Water Reclamation District Intergovernmental Agreement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 30. PW 2008-39 FY 08/09 Budget Review ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS : --------------------------------------------------------------------------------------------------------------------------------------- 1 . PW 2007- 147 Road Fee Policy — Discussion ❑ Moved forward to CC consent agenda? Y N ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS : --------------------------------------------------------------------------------------------------------------------------------------- Pace 1 of 2 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE MEETING TUESDAY, JANUARY 3, 2008 7:00 P.M. City Hall Conference Room PRESENT: Alderman Joe Besco, Chairman Alderman Joe Plocher Alderwoman Robyn Sutcliff City Engineer Joe Wywrot Public Works Director Eric Dhuse The meeting was called to order at 7:00 pm. by Joe Besco. Presentations: None. Minutes for Correction/Approval: November 6, 2007 — The minutes were approved as corrected. New Business 1. PW 2008-01 Monthly Tool Inventory — This is informational only. No further action is needed. 2. PW 2008-02 Well No. 7 Repair Summary — This will be billed to the insurance. This will move on to City Council as informational. 3. PW 2008-03 Heartland Subdivision — Dedication of Dakota Drive — This will move on to City Council on Consent Agenda. 4. PW 2008-04 Com Ed Utility Permit Request — Bristol Ridge Road — This will move on to City Council as informational. 5. PW 2008-05 Grande Reserve Unit 7 — Plat of Easement Vacation — This will move on to City Council on Consent Agenda., 6. PW 2008-06 Kendallwood Estates — Site work Letter of Credit Reduction 41 — This will move on to City Council on Consent Agenda. 7. PW 2008-07 Betzwiser Development — Site work Letter of Credit Expiration — This will move on to City Council on Consent Agenda. 8. PW 2008-08 Tuscan Plaza — IDOT Highway Permit and Resolution — This will move on to City Council on Consent Agenda. Old Business 1. PW 2007-134 Proposed Wetland Ordinance — This will move on to City Council for discussion. Page 2 of 2 Additional Business There was discussion about rescheduling the Public Works meetings to the third Tuesday of the month at 6: 00 pm beginning in February. Alderman Besco said there is a renter in Bristol Bay who receives no water bill and does not get the paper and says they did not know about the snow parking ban. Eric Dhuse said he believes there is a sign at the entrance to the subdivision. He will check to be sure the sign is in place. Alderwoman Sutcliff wanted to kriow if the no parking signs were on order for Somonauk Street. Joe Wywrot said the work on the Van Emmon water main will resume next week. Alderwoman Sutcliff asked about the stoplight on 126. It will be operational next Monday. Joe Wywrot said the contract documents for the Rt. 34/Sycamore St. light have been received from the contractor and sent to IDOT. Com Ed has been contacted to relocate the poles. The meeting was adjourned at 7 :35 P.M. Minutes submitted by Laura Leppert N&w F klofzs #1 United City of Yorkville pw go-Dg -tc, WATER DEPARTMENT REPORT 09 hi4 �� s NOVEMBER 2007 MONTH/YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET FE FEET GALLONS 3 1335 463 204 2,534,000 4 1393 542 185 14,545,000 7 1500 883 547 0 8 1500 861 474 13,000 9 1500 1125 576 26,537,000 TOTAL 43,629,000 CURRENT MONTH'S PUMPAGE IS 10,892,000 GALLONS LESS THAN LAST MONTH 5,443,100 GALLONS MORE THAN LAST MONTH DAILY AVERAGE PUMPED: 1,382,000 GALLONS DAILY MAXIMUM PUMPED: _1,965,000 GALLONS DAILY AVERAGE PER CAPITA USE: 98.7 GALLONS WATER TREATMENT CHLORINE FED:1263.7 LBS. CALCULATED CONCENTRATION: 3.75 MG/L FLUORIDE FED: 597.1LBS. CALCULATED CONCENTRATION: 0.33 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 12 SAMPLES TAKEN 12 SATISFACTORY UNSATISFACTORY(EXPLAIN) FLUURIDE: 2 SAMPLE(S)TAKEN CONCENTRATION: 1.01 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 9 NUMBER OF LEAKS OR BREAKS REPAIRED: 2 NEW CUSTOMERS MXU'S 4 RESIDENTIAL: 49 COMMERCIAL: 2 INDUSTRIAL/GOVERNMENTAL: 0 COMMENTS A total of two watermain breaks for the month of November. 207W Main St&403 E Main St. 900,000 gallons of water lost due to breaks. Well #7 is still out of service for repairs. NEW&wslNESs United City of Yorkville p w 9ws-i i WATER DEPARTMENT REPORT DECEMBER 2007 MONTH/YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET FEET FEET GALLONS 3 1335 463 206 1,926,000 4 1393 542 187 13,478,000 7 1500 883 547 0 8 1500 861 474 1,955,000 9 1500 1125 574 23,600,000 TOTAL 40,959,000 CURRENT MONTH'S PUMPAGE IS 2,670,000 GALLONS LESS THAN LAST MONTH 3,132,900 GALLONS MORE THAN LAST MONTH DAILY AVERAGE PUMPED: 1,259,000 GALLONS DAILY MAXIMUM PUMPED: 1,624,000 GALLONS DAILY AVERAGE PER CAPITA USE: 89.9 GALLONS WATER TREATMENT CHLORINE FED: 947 LBS. CALCULATED CONCENTRATION: 3.0 MG/L FLUORIDE FED: 519.5 LBS, CALCULATED CONCENTRATION: 0.30 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 12 SAMPLES TAKEN 12 SATISFACTORY UNSATISFACTORY (EXPLAIN) FLOURIDE: 2 SAMPLE(S)TAKEN CONCENTRATION: 1.1 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 6 NUMBER OF LEAKS OR BREAKS REPAIRED: 3 NEW CUSTOMERS MXU'S 3 RESIDENTIAL: 23 COMMERCIAL: 3 INDUSTRIAL/GOVERNMENTAL: 1 COMMENTS A total of three water main breaks for the month of December. 225 Elizabeth 208 Beaver& 109 Blackberry side yard. 1,400,000 gallons of water lost due to breaks. Well #7 is to be sampled for bacteria. We hope to be back on line soon. `�fpD C/py Reviewed By: Agenda Item Number 2 m O J a T Legal ❑ EST 1 _ leas Finance F1 Engineer El Tracking Number 4 �� q City Administrator ❑ 9 .1 O Consultant ❑ p W a�C�$ l a ❑ Agenda Item Summary Memo Title: Public Works Monthly Tool Inventory for January 2008 Meeting and Date: PW committee meeting February 19, 2008 Synopsis: Monthly truck tool inventory Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: FYI Council Action Requested: Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: United City of Yorkville Public Works Department --- -------- Monthly Hand Tool Worksheet For the Month of: — - - ---- ------ --- --- Vehicle Number y_ 41 Addition Deletion ----- -- -- ----- — — --- -- -- - ---- - ----- - Item Reason Value Item Reason Value T I of c6 k4� Si nature United City of Yorkville - Public Works Department ---- - - -- -- - -- - - - - - - - _ --- - ----- - Monthly Hand-Tool-Worksheet For the Month of: � Vehicle Number Adddwn Deletion It�enm Reason Value Item Reason ` Value i Signature United City of Yorkville Public Works Department — ------- - ------- Monthly Hand Tool Worksheet For the Month of: — Vehicle Number — Addition Deletion Item Reason Value Item Reason Value 11-� jA1 + t . k n — -- --- — — - ----- - ------ ---- Si nature -- United City of Yorkville Public Works Department Monthly Hand Tool Worksheet For the Month of � Vehicle Number iA./ � ? Addition _ _ Deletion Item Reason Value Item Reason Value roc 2iS .tit 33 __Mov�G -rte._— t c,xiu 7cvK Cf f T7bi r W-P' _vA-?y!-rs c k �(.Si i tibrP Signature v — United City of Yorkville Public Works Department Monthly Hand Tool Worksheet For the Month of. 5iay. Vehicle Number Addition Deletion Ite _ Reason Value Item Reason — Value. Signature United City of Yorkville Public Works Department Monthly Hand Tool Worksheet For the Month of: 4 �✓�L R ------ --- --- Vehicle Number Addition ---- Deletion Item Reason Value Item Reason Value - - -- .. - --- -- — -- Signature - United City of Yorkville Public Works Department Monthly Hand Tool Worksheet For the Month of. 1129/2008 Vehicle Number 20 crane truck Addition_ none Deletion none Item 0 Value 0 Value Si nature United City of Yorkville Public Works Department Monthly Hand Tool Worksheet For the Month of: 9%29/2008 Vehicle Number Vac Truck Y2 Addition none Deletion none - Item 0 Value 0 Value i E Si nature i r� United City of Yorkville Public Works Department Monthly Hand Tool Worksheet For the Month of: 1/29/2008 Vehicle Number Y4 Addition none Deletion none Item 0 Value 0 IValue -- --- ----- - --- - - - - - - - - i Si nature _ c United City of Yorkville Public Works Department Monthly Hand Tool Worksheet For the Month of: Nov.28, 2007 Vehicle Number y-1 y-19 y -26 Addition Deletion Item Reason Value Item Reason Value OCR_ Sty Signature % C/T` Reviewed By: ` Agenda Item Number 2 A O J -n Legal ❑ NC W 0&k`71 NC,SS Finance EST. 1 1836 Engineer it gh➢ -��_ Tracking Number O9 MI 0 City Administrator °3 x`20 Consultant ❑❑ W cog .-1 SCE Agenda Item Summary Memo Title: Game Farm Road Sidewalk Meeting and Date: February 19, 2008 Public Works Committee Synopsis: Our Game Farm Road/Somonauk Street project currently calls for sidewalk on the west side of Game Farm Road. There is some resident opposition to this sidewalk. We need to decide if we are to keep this sidewalk in the project or eliminate it. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: None Council Action Requested: Provide direction regarding the construction of public sidewalk along the west side of Game Farm Road. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: CIP Memorandum EST. ;\ 1636 To: Brendan McLaughlin, City Aqministrator y From: Joe Wywrot, City Engineer v CC: Lisa Pickering, Deputy City k <LE Date: February 13, 2008 Subject: Game Farm Road Sidewalk The approved preliminary plan for the Game Faun Road/Somonauk Street project calls for an 8-foot wide bituminous sidewalk on the north side of Somonauk Street and the east side of Game Farm Road. The bituminous sidewalk would run from Route 47 to Route 34. The plan also includes a 5-foot wide concrete sidewalk on the south side of Somonauk Street and the west side of Game Farm Road. The concrete sidewalk would run from Route 47 to Pleasure Drive. Please refer to the attachment. During preparation of the preliminary plan,we became aware that some property owners on the west side of Game Farm Road opposed a sidewalk in that area, especially north of the high school. One property owner has obtained the services of an attorney to advise us of his strong opposition to the sidewalk. We need to obtain right-of-way for sidewalk construction in this area, and this particular property is not within city limits. The purpose of sidewalk is to provide a safe and convenient path for pedestrians. Due to the schools,park, library, and community center in this area,we can expect that any sidewalk constructed along Game Farm Road will be used. IDOT has approved ending sidewalk north at Pleasure Drive due to a physical conflict with an existing home near Route 34. They have indicated to us that they consider the sidewalk south of Pleasure Drive as a strong safety measure by reducing the number of roadway crossings that some school children would need to follow on their way to and from school. The property owner's argument against sidewalk also cites safety, in that a roadway crossing at Pleasure Drive is too close to the crest in the road to the north. The concern is that a motorist could find themselves bearing down on a pedestrian before they could stop. The distance between the crest and the proposed crossing is about 600 feet.At 40 MPH(the speed limit is 30 MPH), a vehicle takes 10 seconds to travel from the crest to Pleasure Drive. Assuming a conservative reaction time of 2.5 seconds and wet pavement, a typical vehicle with a beginning speed of 40 MPH can stop within 300 feet of first observing someone in the roadway. We need to decide if we are to pursue the construction of sidewalk on the west side of Game Farm Road. If not, where would we stop the sidewalk?Please place this item on the February 19, 2008 Public Works Committee for discussion. i 4 United City of Yorkville GIS ' L tF ` WVeterans.Pkwy r it! � est Av rsr�, WF Leisure-St d 4 AIR,* 120 s aPleasurie�DVZ .w � Q 101f,�.. a`„ (�P,'�. u�� ,j�Il''`1y�" .. I IdiF' d �i1n► � � '� f FRI MOM 4 conover+n�.-�. .Genf�9an 111=S1 �� EI Zk y. CD i I 1 Ttr Y' Wt sidewalk L. I 1 p 1 The Data is provided without warranty or any representation of accuracy,timeliness,or completeness.It is the responsibility of the 300 150 0 300 600 800 "Requester"to determine accuracy,timeliness,completeness,and appropriateness of its use.The United City of Yorkville makes no TM warranties,expressed or implied,to the use of the Data. Feet -Parcel base and 2006 Aerial Photography provided by Kendall County GIS ♦��0 cip` Reviewed By: Agenda Item Number J� T Legal ❑ Finance ❑ esr. ° "® leas h` Engineer ❑ Tracking Number 4 �� l h City Administrator ❑ Consultant ❑ pw '90GB — id Agenda Item Summary Memo Title: Disposal of vehicles Meeting and Date: Public works committee meeting February 19, 2008 Synopsis: Discussing the option of trading in trucks instead of using the sealed bid process Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: majority Council Action Requested: Approval of trade in instead of sealed bid Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: C/T/ ,2 p� Memorandum To: Joe Besco, Chairman EST. 1 \_: 1836 From: Eric Dhuse, Director of Public Works .4 ` y CC: Brendan McLaughlin, Administrator p� L p` Date: February 8, 2008 Subject: Truck trade in Joe, As an alternative to selling our two pick up trucks through sealed bid, I asked the dealer if they would give us a trade in value to weigh the alternative. They are as follows: 2001 Ford F250 extended cab pick up 69,385 miles - $9000 2001 Ford F350 XL single wheel utility truck 58,833 miles - $8000 I have attached a print out from Kelly Bluebook estimating the trade in value for both trucks which are as follows 2001 F250 - $9750410,885 2001 F350 - $8130-$9255 I believe the reason for the difference in the offered price and the Kelly Bluebook price for the following reasons: 2001 F250 extended cab pick up • Dent in drivers side of bed, will need body work before resale • Bed is very scratched from water keys, will need work • Has had snow plow on since it was new 2001 Ford F350 utility truck • Utility body was purchased in 1996 and was transferred to this truck, so it is in need of repainting and some repair • Has had snow plow on since it was new I believe that both dollar figures from the dealer are very close to accurate and should strongly be considered. It would be my recommendation to accept the trade in offers and perform the transaction when the new trucks arrive. I would ask that this would be placed on the Public Works committee agenda for February 19, 2008 for discussion. If you have any questions or concerns, please let me know. ............. . . B -...: L. ry U c�R M 6L61 d _ ,, ._.._ . .! z..�; w... . ,.. _..... ... ........_.._.____... . _._...... ......... . .. _... .. _.. ._... ._. ,.... _,._.... . .. . _ . _ ..._. r 112 .. COO/Aod @45 ! zO LOOb 2 ood 86698988OL ! "d SIIUS Md SAO SAIa Kelley Blue Book- Trade-In Pricing Report -Ford,F250 Page 1 of 3 Kelley Blue Book THE TRUSTED RESOURCE advertisement I Internet Explorer cannot display the webpage Home New Cars Used Cars Research&Explore News Br Reviews Classifieds Auto Loans St Insurance Used Car Values I Classlieds I Comsat!Pre-Owned I Compare Vehicles I Perfect Car Finder I Most Research Used Vehicles Welcome Back ZIP Code 605601 Change Recently Viewed You Might Also Like Most Researched Pickups Free Dealer Price Quote HH., >Used Can>Pidbi o Ford>R50>2001 o Super Duty Super Caber>Equipment Print This Page 2001 Ford F250 Super Duty Super Cab Long Bed Trade-In Value advertisement - Private Party Value BLUE BOOK'TRADE-IN VALUE Suggested Retail Value (Internet E> Photo Gallery Condition Value Compare Vehicles How: Excellent $11,625 Most likely ce Review Consumer Ratings Good $10,885 . You are Find Your Next Car Fair . The wel$9,570 . 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Or Search by Category Or Change ZIP Code http://www.kbb.com/KBB/UsedCars/PricingReport.aspx?VehicleClass=UsedCar&Manufa... 1/14/2008 Kelley Blue Book- Trade-In Pricing Report -Ford,F250 Page 2 of 3 Optional Power Windows Cruise Control Snow Plow Power Door Locks Single Compact Disc Tilt Wheel Towing flog Blue Book Trade-In Value Trade-in Value Is what consumers an expect to receive from a dealer for a trade-In vehicle assuming an accurate appraisal of condition.This value will likely be less than the Private Party Value because the reselling dealer Incurs the cost of safety Inspections,reconditioning and other costs of doing business, Vehicle Condition Ratings Check Vehicle Title History Excellent LIUVKuu 811,625 • Looks new,is in excellent mechanical condition and needs no • Never had any paint or body work and Is free of rust. • Clean title history and will pass asmog and safety Inspection. • Engine compartment is clean,with no fluid leaks and is free Of any wear or visible defects. • Complete antl vendable service records. Less than 5%of all used vehicles fall into this category. Good 13000 810,885 • Free of any major defects. • Clean title history,the paints,body,and Interior have only minor(if any)blemishes,and Were are no major mechanical problems. • Little or no rust on this vehicle. • Tires match and have substantial head wear,left. • A"good'vehicle will need some reconditioning to be sold at retail. Most consumer owned vehicles fall into this category. Fair GiER3 89,570 • Some mecha Ncal or cosmetic defects and needs servicing but Is call reasonable running condition. • Clean tine history,the paint,body and/Or interior need work performed by a professional. • Tires may need to be replaced. • There may be some repairable Lost damage. Poor N/A • Severe mechanical and/or cosmetic defects and Is In poor running conciliar. • May have problems that cannot be readily fixed such as a damaged frame or a rusted-through body. • Branded title(salvage,flood,etc.)or unsubstantiated mileage. Kelley Blue Book does not attempt to report a value On a"poor"vehicle because the value of these Vehicles varies greatly.A vehicle In poor condition may require an independent appraisal to determine its value. *Illinois 1/14/2008 Accurate Condition Appraisal Change Condition Accurately appraising the condition of a vehicle Is an Important aspect In determining Its Blue Book value.Taking our 16 question condition quiz will ensure you know the correct condition rating. NEXT STEPS• Get Yor Pricing New Vehicles Sell Your Pickup la 2008 Kelley Blue Book Co.,Inc All rights reserved.Jan-Ayr 2008 EdAkir The syetlflc Information required to determine Me value for rh/s particuar vehicle was sentiently the person generating this report.Vehicle valuations are opinrons andmay vary IOM vehicle ro vehRk.Actual valuations will vary based upon market donations, spectlicadon;vehicle dandttion or other particular circur mares pertinent to MB partholk,vehicle or the transa[ban or Me paMes to Me transaction.TMs report 6 intended for the Individual use of the pennon generating this report only and shalt not be sold or transmitted another party.Kelley Blue Book assmdes no responsibility for errors Or om/sibns.(,.08013) http://www.kbb.com/KBB/UsedCars/PricingReport.aspx?VehicleClass=UsedCar&Manufa... 1/14/2008 Kelley Blue Book - Trade-In Pricing Report -Ford,F350 Page 1 of 3 Kelley Blue Book ,o` THE TRUSTED RESOURCE advertisement IoInternet Explorer cannot display the webpage Home New Cars Used Cars Research&Explore News Its Reviews Classifieds Auto Loans&Insurance Used Car Values I Classifieds I Cenifietl Pre-Owned I Compare Vehicles I Perfect Car Puller I Most Researched Used Vehicles Welcome Back ZIP Code 605601 Change Recently Viewed You Might AI50 Uke Most Researched Pickups Free Dealer Price Quote Home>risen_cars>Firm,>ward>F350>200!>$mer_QWLAVEE Bed>Equipment Print This Page 2001 Ford F350 Super Duty Long Bed Trade-In Value Private Party Value BLUE BOON'TRADE-IN VALUE ativert'aement — Suggested Retail Value Photo Gallery E IEr Condition Value Compare Vehicles NEwl _ I Internet E> '�• Review _ Excellent $9,900 Consumer Ratings Good $9,2SS Most likely ca Find Your Next Car Fair $8,130 is YOU are Specifications More Photos is The wel . There n Free CARFAX RetortllC6eck NEXT STEPS• Sell Your Pickup wVehides What you car Auto Loan from 5.99%APR Compare Insurance Rates Average Consumer Rating(136 Reviews) Read Reviews • Check yo Payment Calculator connecter SELL YOUR USED CAR {1{7{7{75 4.3 out of 5 Review This Vehicle • Retype tt on Blue Book Classifieds- Reach millions of shoppers on • Go back kbecom,AutoTradeccom,and Check Out Our 10 Most Researched Pickups other popular sites. k_) More Info Find out more,click 2008 Toyota Tacoma 2008 Toyota Tundra Double Double 2008 Ford F150 SuperCrew 2006 Toyota Tundra Crinvi BUY A USED CAR 2008 Toyota Tacoma 2008 Ford FI50 Super Cab on Blue Book Classifieds— Access 2008 Dodge Ram 1500 2008 Honda Ridgellne Ford Quad 2008 Chevrolet SIN.rado 2008 Ford F250 Super Duty F350 Check out New Vehicles From Ford 30 Mlles or less ZIP Code 60560 Vehicle Highlights To View Ads,Click Mileage: 58,833 Engine: VID 6.8 Liter FIND THE RIGHT CAR Transmission: Automatic Compare Usetl vs.New Drivetraln: 2WD $5,000 to$10,000 Both New and Used Selected Equipment Change Equipment Pickup Standard Air Conditioning AM/FM Stereo ADS(4-Wheel) To View List,Click Power Steering Due l Front Air Bags VIEW ANOTHER VEHICLE Select Year... ��I_. I.d1_.. Or Search by Category Or Change ZIP Code http://www.kbb.com/KBB/UsedCars/PricingReport.aspx?VehicleClass=UsedCar&Manufa... 1/25/2008 Kelley Blue Book- Trade-In Pricing Report - Ford, F350 Page 2 of 3 Optional XLT Tilt Wheel Towing Bog Power Windows Cruise Control Snow Plow Power Door Lai Single Compact Disc utility Blue Book Trade-In Value Trade-in Value Is what consumers can expect to receive from a dealer for a trade-in vehicle assuming an accurate appraisal of condition.This value will likely be less than the Private Party Value because the reselling dealer Incurs the cost of safety inspections,reconditioning and other costs of doing business. vehicle Condition Ratings Check Vehicle Title History Excellent ❑❑❑❑❑ $9,900 • Looks new,Is In excellent mechanical condition and needs no reconditioning. • Never had any paint or hotly work and is free of rust. • Clean title history and will pass a smog and safely Inspection.. • Engine compartment is dean,with no fluid leaks and Is free of any wear or visible defects. • Complete and verifiable service records. Less than Ve 1 all used vehicles fall Into this category. Good (3130❑ $9,255 • Free of any major defects. • Clean title history,the paints,body,and Interior have only minor(if any)blemishes,and there are no major mechanical problems. • Little or no rust on this vehicle. • Tires match and have substantial trend wear left. • A"good"vehicle will need some reconditioning to be sold at retail. Nos,consumer owned vehicles fall Into this category. Fair ❑❑L; $8,130 • Some mechanical or cosmetic defects and needs servicing but is still In reasonable running condition. • Clean title history,the paint,body and/or Interior need work. performed by a professional. • Tires may need to be replaced. • There may be some refutable rust damage. Poor ❑ N/A e Severe mechanical and/or cosmetic defects and Is in poor running condition. • May have problems that cannot be readily fixed such as a damaged frame pro msted-through body. • Branded title(salvage,flood,etc.)or unsubstantiated mileage. Kelley Blue Book does not attempt to report a value an a"poor"vehicle because the value of these vehicles varies greatly.A vehicle In Poor condition may require an Independent appraisal to determine its value. 'Illinois 11252008 Accurate Condition Appraisal Change Condition Accurately appraising the condition of a vehicle Is an Important aspect In determining Its Blue Book value.Taking our 16 question condition quiz will ensure you know the correct condition rating. NEXT STEPS• Get Pricing on New Vehicles Sell Your Pickup ®2008 Kelley Blue Book Co.,Inc All rights removed.Jan-Apr 2000 EOltgn.The specific Information reached to Oetermine the value for this panlruler ounce,was scorned by the person generating this report.Voi valuations are opinbas and may vary from vehicle to vehicle.Actual valuations will vary based upon market comWfbns, verifications,vehicle mndahm or other p my uth r circumstances pertinent to Mss particular vehicle or the transaction or the parfl6 M Me transaction.This report I In tended for Me)ndivldreal use of the person generating this report only and Shall not be to or transmined to another party.Kelley Idea Book assumes no responsibility for errors or ord mods,V.08015) http //www.kbb.com/KBB/UsedCars/PricingReport.aspx?VehicleClass=UsedCar&Manufa... 1/25/2008 c/py Reviewed By: Agenda Item Number J� q T Legal ❑ ES , ll` Finance ❑ .. 1836 Imo` Engineer ❑ Tracking Number City Administrator ❑ Consultant ❑ Pw Agenda Item Summary Memo Title: Snow operations FYI for Committee Meeting and Date: Public Works Committee February 19, 2008 Synopsis: Discussion of current snow removal operations Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Positive Council Action Requested: Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: co, Memorandum To: Joe Besco, Chairman EST 1 less From: Eric Dhuse, Director of Public Works . L b CC: p Date: February 13 , 2008 Subject: Snow removal operations update Joe, I would like to update the committee about our snow removal operations for this winter. I have attached our current mailbox policy along with other municipalities and a map or damaged mailboxes for this year. This topic comes up more than any other during snow removal operations and I wanted to update the committee on this issue along with including salt usage, bus stops, and general operations. Salt Usage Currently we are over our allotted quota for salt for this fiscal year by approximately 600 tons. Our estimated use was 1600 tons at the beginning of the season. We quickly burned through that with the ice and sleet events that we had in December. Luckily we are allowed to use 20% over our estimate at the same cost per ton as the bid. We have used that already and now will most likely have to pay market price for the additional tonnage. We currently have approximately 100 tons on hand with an additional 300 tons on order. I will have to re-appropriate MFT funds to cover the additional costs. Bus Stops Bart is currently working with the bus company and our GIS coordinator to map the bus stops for the schools. When that is complete, we will mark the bus stops to try and make sure that we keep them open at all times. General Operations As everyone knows this has been a very snowy winter. We have had over 20 measurable snow events this year compared to 8 last year. Our crews have been working long tiring hours to make sure that the roads are in the best shape they can be to get people where they need to go safely. I would ask that this information be placed on the February 19`h Public Works committee agenda for discussion. If you have any questions, please let me know. Mail box Repair List Phone Contact Status February 1, 2008 - 1426 Aspen Lane 630-514-5991 Bill Frieders 1079 Canary 630-553-6957 - - - - - - 1077 Canary 630-553-3196 837 Prairie Crossing Dr. 630-553-2639 568 W. Barberry Circle 630-882-9253 1025 McCue Road 630-553-3434 2391 Iroquois 630-896-0122 586 Red Bud 630-408-7710 8849 Kennedy Road 11630-816-2547 1958 Raintree RD 757-576-1074 1225 Evergreen 1241 Clearwater 630-637-5801 2164 Meadowview Lane 630-553-8955 879 Prairie Crossing Dr 708-926-5478 -- -- - - T - 807 Greenfield Turn 630-841-7952 836 Homestead 1 1422 Aspen Lane 630-552-1247 Feb 4. 2008 602 Wacker Dr. corner Spring 553-6470 Kirby Waalen snow damage - , - -- - 1934 Country Hills Dr. 88�-6453 11temp 883 Prairie Crossing Dr. 385-2817 Crystal Goldsberry 585 Red Bud Dr. 815-735-9870 Mike repaired - - 977 Hampton Lane 630-8826779 Dan Schleitwiler repaired 881 Hampton 1553-7446 Ann , snow damage 11800 Faxon Road 552-8920 Bill Lake snow damage 11728 Faxon Road snow damage -T - 247 Commercial Dr. 553-6364 .Team Eagle Pkg snow damage - - - 2709 Goldenrod Dr. 1630-385-2895 Vicky repaired 610 McCue 1! 630-553-6769 : Diana repaired 1 824 Homestead - -- temp - 495 Parkside Lane * ** * : 630-205-4250 ' Kristie repaired 500 Parkside Lane Clubhouse ; repaired 451 Winterberry 630-553-3385 - - - - 2225 Kingsmill St 630-385-8510 snow damage February 6, 2008 2225 Kingsmill St. : 630-385-8510 : Kelly snow damage -- - - 1963 Prairie Rose Lane 1630-518-0978 , John temp 1 1358 Walsh Dr 630-882-8839 i snow damage 318 W. Kendall 630-553-0513 , repaired 410 W. Kendall 630-553-6177 repaired 745 Hayden Court 815-651-1856 snow damage 1181 Clearwater Ct 553-5513 Debbie 2292 HighRidge Lane 708-297-0120 'Joseph repaired -- j \ 7C I •\ jl 126 ---------% ,1 \ L \ — 71 _ j r1 b �ar\ �• 3 / I / / I `\ I Damaged Mailbox The Dalaieliness,o completeness.It or any eponsibaity oft Q Q,2$ Q.$ 1 acThe Da timeliness,or completeness.It is the responsibility of the "Requester"to determine accuracy,timeliness,completeness,and appropriateness of its use.The United City of Yorkville makes no Locations - South Miles warranties,ex pressed or implied, use of the Data. -United City of Yorkville ville a use l I a' _ b' i \ \alas .—. •\ '� \ i 1 \ 47 i a- i _ ___.___ _--9_—____.__ 3 ggg r-- anaaa ' -------- - nanaxan t" / , Is 1 �l Damaged Mailbox The Data is press,o without warranty or any representation of Q Q.25 Q.5 accuracy,timeliness,or a accuracy,ti eis the responsibility of the "Requester"to determine accuracy,timeliness,completeness,and appropriateness of its use.The United City of Yorkville makes no Locations - North MISS warranties,ex-United City implied,tale GIS of the Data. -expressed or of Yorkville a use United City of Yorkville Public Works Department ESL , seas 800 Game Farm Road c : Yorkville Illinois 60560 �O Telephone: 630-553 -4370 <te " w�� Fax: 630-553-4377 United City of Yorkville Mailbox Standards and Replacement Policy Mailbox Standards The United City of Yorkville follows the guidelines set forth by the United States Postal Service regarding mailbox placement and standards. (Exhibit 1) The full version of the document is United States Postal Service Bulletin 21997 (5-6-99). Mailbox Replacement Criteria for mailbox replacement 1 . Mailbox must meet City standards for installation and material. 2. Only mailboxes that are struck directly by a City vehicle or piece of equipment will be eligible for replacement. Damage caused by snow will not be eligible for replacement. Mailbox Replacement Procedure 1 . Resident must notify the Public Works department within three (3) days of the occurrence. During this time, a temporary mailbox will be placed until a determination can be made as to whether or not the City is responsible. 2. A Public Works representative will inspect the mailbox and make a determination as to whether or not the mailbox was properly installed, the material was in good condition, and if it was struck by a city vehicle. 3. If the determination is made that the City is responsible for replacement of the mailbox, the homeowner is eligible for reimbursement of up to $75.00 for material to replace the mailbox. Reimbursement may be submitted to the City after the homeowner installs a new mailbox and it is inspected by a Public Works representative. 4. If it is determined that the City is not responsible for the damage, it will be the homeowner's responsibility to replace the mailbox following City Standards. r— UNITED CITY OF YORKf LLE STANDARDS FOR MAILBOX PLACEMENT 0 post not to be larger than 4"x4" wood post 41 12 " Dia. wood post 1 z " steel post 36" TO 42" FROM STREET ground level anchor no deeper than 24" STREET BACK OF CURB 1. Mailbox height is 36" to 42" measured from the bottom of the mailbox to street level. 2. The front of the mailbox may NOT extend beyond the back of the curb or overhang the curb or street. A 6" setback measured from the back of the curb to the front of the mailbox is suggested. However, the front of the mailbox should NOT be greater than 6" from the back of the curb. 3. UNACCEPTABLE SUPPORT STRUCTURES Brick Concrete Block Masonry Columns Stone Large Dimensional Lumber or Steel Page 1 of 1 Eric Dhuse From: Hallgren, Erik [HallgrenE @naperville.il.us] Sent: Monday, February 04, 2008 10:50 AM To: Bart Olson Subject: RE: Ilamma] Mailbox replacement policy The City will reimburse homeowners '3 emalbadaraedo tleNr f1i nca �o '` ooP e S7 xv. If the box portion breaks the City will repair, if the post is broken the City will reimburse up to $75. The City will also provide temporary mailboxes until the broken box can either be replace or repaired. However, the City is not responsible for mailboxes damaged during snow-plowing if they do not meet guidelines. These guidelines require the bottom of the box to be 40 inches above the ground and the front of the box to be 8- 10 inches in from the curb. Mailboxes should be place on standard 4 inch by 4 inch wood or 2 inch thin wall metal-type posts because they need to "break away" when struck by a vehicle. The use of railroad ties, bricks or masonry is prohibited. If you need any further information, please let me know. Erik Hallgren Administrative Analyst City of Naperville 630-305-7049 From: iamma-bounces @mailman.depaul.edu [mailto: iamma-bounces @mailman.depaul.edu] On Behalf Of Bart Olson Sent: Monday, February 04, 2008 10:30 AM To: iamma @mailman.depaul.edu Subject: [Iamma] Mailbox replacement policy Hello all, I don't believe we've had these questions yet this winter season. For snowplow-related mailbox damage: Does your municipality reimburse homeowners whose mailboxes are damaged from a snowplow hitting the mailbox directly? Does your municipality reimburse homeowners whose mailboxes are damaged from snow thrown from the snowplow hitting the mailbox? If yes to either of the above questions — what is the maximum amount you reimburse per incident? Thanks, Bartholomew A. Olson Assistant City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-8537 office 630-308-0582 cell bolson@yorkville.il. us 2/4/2008 Page 1 of 2 Eric Dhuse From: Moses Amidei [mamidei @villageofwadsworth.org]. Sent: Monday, February 04, 2008 10:47 AM To: Bart Olson; iamma @mailman.depaul.edu Subject: RE: [lamma] Mailbox replacement policy Village of Wadsworth,Lake County,Illinois Moses Amidei 847.336.7771 8-6-1: MATERIALS: The mailbox should be a standard U.S.postal service approved type and securely attached to the post. A treated wood four inch by four inch(4" x 4")post is recommended, or a minimum one and one-half inch (1 1/2")to a maximum of three inch(3") diameter light gauge galvanized steel hollow pipe. Prior to installation,property owner must call JULIE at least forty eight(48)hours beforehand so underground utilities can be located. (Ord. 2007-721, 3-20-2007) 8-6-2: MAILBOX CONSTRUCTION/POST INSTALLATION: Mailbox shall be mounted on a support structure and installed per the following guidelines: The mailbox front shall be installed a minimum of eight inches (8") and a maximum of ten inches (10") set back from the edge of the asphalt, gravel or back of the curb. The height of the mailbox should be installed a minimum of forty one inches (41") and a maximum of forty five inches (45") from the asphalt, gravel or bottom of the curb to the bottom of the mailbox. (Ord. 2007-721, 3-20-2007) 8-6-3: ADDRESS LABELING: The residence address number should be installed with two inch(2")reflective numbers on the side of the mailbox. Names are optional. (Ord. 2007-721, 3-20-2007) 8-6-4: REPARATION: The mailbox and/or support structure will not be repaired, replaced or reimbursed except in the case of a properly maintained mailbox and support structure that was damaged by the village's snow removal contractor. If damaged by the snow removal contractor,the village will make an inspection. If a mailbox is determined to be properly maintained,the village's snow plowing contractor will repair,replace, or reimburse at a cost not to exceed one hundred dollars($100.00).Nonconforming mailboxes and/or nonconforming mailbox support structures previously in existence upon the effective date hereof,which are damaged by direct contact by village's snow plowing contractor, shall likewise be entitled to reparations for a cost not to exceed one hundred dollars ($100.00). (Ord. 2007-721, 3-20-2007) From: iamma-bounces @mailman.depaul.edu [mailto:iamma-bounces @mailman.depaul.edu] On Behalf Of Bart Olson Sent: Monday, February 04, 2008 10:30 AM To: iamma @mailman.depaul.edu 2/4/2008 Page 1 of 1 Eric Dhuse From: Joseph T. Carey Dcarey @deerfield-il.org] Sent: Monday, February 04, 2008 10:42 AM To: Bart Olson Subject: Re: [iamma] Mailbox replacement policy I don't believe we attach specific circumstances to the requirement of mailbox replacement, but simply state that if a mailbox is damaged via a snowplow the village will reimburse the resident$50 for a new one. Joseph T. Carey Administrative Intern Village of Deerfield 847-719-7404 icarey@deerfield-ii.org "Bart Olson"<bolson @yorkville.il.us> TO 'iamma @mailman.depaul.edu> Sent by:iamma-bounces @mailman.depaul.edu cc Subject[lammal Mailbox replacement policy 02/04/2008 10:30 AM Hello all, I don't believe we've had these questions yet this winter season. For snowplow-related mailbox damage: Does your municipality reimburse homeowners whose mailboxes are damaged from a snowplow hitting the mailbox directly? Does your municipality reimburse homeowners whose mailboxes are damaged from snow thrown from the snowplow hitting the mailbox? If yes to either of the above questions—what is the maximum amount you reimburse per incident? Thanks, Bartholomew A. Olson Assistant City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-8537 office 630-308-0582 cell bolsori@yorkville.il.us Iamma mailing list Iamma @mailman.depaul.edu http://mailman.depaul.edu/mailman/listinfo/iamma 2/4/2008 Page 1 of 2 Eric Dhuse From: iamma-bounces @mailman.depaul.edu on behalf of gneukirch @vbg.org Sent: Monday, February 04, 2008 12:54 PM To: Bart Olson Cc: iamma @mailman.depaul.edu; iamma-bounces @mailman.depaul.edu Subject: Re: [iamma] Mailbox replacement policy Attachments: ATT00015.txt Bart - in Buffalo Grove,the answers to your questions are "yes" and "yes". The Village installs a$35 replacement mailbox at the curb. Ghida S. Neukirch Deputy Village Manager Village of Buffalo Grove 847-459-2518 - tel 847-459-7906 - fax gneukirch @vbg.org - email "Bart Olson" <bolson @yorkville.il.us> "Bart Olson" To<iamma @mailman.depaul.edu> <bolson @yorkville.il.us> cc Sent by: iamma- Subject[Iamma]Mailbox replacement policy bounces@maihnan.depaul.edu 02/04/2008 10:30 AM Hello all, I don't believe we've had these questions yet this winter season. For snowplow-related mailbox damage: Does your municipality reimburse homeowners whose mailboxes are damaged from a snowplow hitting the mailbox directly? Does your municipality reimburse homeowners whose mailboxes are damaged from snow thrown from the snowplow hitting the mailbox? If yes to either of the above questions —what is the maximum amount you reimburse per incident? Thanks, Bartholomew A. Olson Assistant City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-8537 office 630-308-0582 cell 2/4/2008 Public Works Important Reminders - Village of Oswego Page 1 of 1 IN e — f Home Employment Contact Site Map 1lilfage�f VILLAGE PUBLIC WORKS Select an Area Below . Winter Reminders News One of the most visible services provided by the Public Works Department is snow and ice removal. With the equipment and personnel assigned for this function, there needs to be a priority for the removal. The Calendar of Events collector streets such as Douglas Road and Boulder Hill Pass are done first because they provide access Village Government for a large area. Second are the through streets within the neighborhoods and last are the cul-de-sacs Departments and alleyways. Keep in mind the following ordinances: Forms and Applications t, ON STREET PARKING: Ordinance No.02-72. It shall be unlawful to leave unattended, or park any Economic Development motor vehicle upon any Village Street when there has accumulated upon any streets two inches (2") or Business Directory more of snow. This prohibition shall remain in effect until such time as the street has been plowed, the Community Information snow has been removed there from, or the snowfall has stopped. Contact 2. DEPOSITS ON STREETS: Ordinance No.04-02. It shall be unlawful to deposit snow onto the streets while removing snow from resident driveways and sidewalks. 3. POLICY REGARDING MAILBOX REPAIRS: 1 . If a mailbox is damaged, and the employee knows about the damage, the employee will notify the resident at the time of damage. 2. If the employee is not aware of the damage, the resident will have three (3) business days to notify the Public Works Department as to the damaged mailbox. 3. A Public Works representative will assess the damage to determine if the damage was caused by the plow blade or vehicle itself. If it is determined the mailbox was damaged by the plow blade or vehicle, the homeowner will be reimbursed in an amount not to exceed $75.00 for a new mailbox. If it is determined that the damage was not caused by the plow blade or vehicle, no reimbursement will be given. 4. Any receipt for reimbursement due must be submitted to the Public Works Department by April 30th of the current snow season. Failure to submit a receipt by April 30th will result in forfeit of any such reimbursement from the village. 5. All repairs and replacement of all mailboxes will be the responsibility of the homeowner. 4. GARBAGE CAN REMINDER: Please DO NOT place your garbage cans/bags and recycling toters in the street. If they are in the street, village plows cannot plow close to the curb during our clean up process. return to Public Works page F 113 Main Street Oswego, Illinois 60543 Phone: 630.554.3618 Email: mfo@oswegoil.org s 2007 Village of Oswego http://www.oswegoil.org/public-works/winter-rernindOrs.htm 2/4/2008 Village of Montgomery Illinois - Snow Plowing Information Page 1 of I ��.LAGe b •-« t i What's New Calendar FAQ Employment Municipal Code Links Contact Us Home Public Works Department Village Board Snow Plowing nformation o Message from the President 9 o Board Members o Village Clerk During and after a snowstorm, Village crews conduct a coordinated effort o Meetings&Agendas to clear away snow and provide safe, accessible streets throughout the o other Boards&commissions Village. During a snowstorm, crews concentrate on clearing the primary Village Departments thoroughfares, highly traveled intersections, and "trouble spots" first. These would be roads such as Montgomery Road, Douglas Road,the Mill/ o Building River/Webster connection through downtown, and Aucutt Road. While o Community Development the initial effort on main streets has begun, additional crews begin to plow o Finance the roads that lead in and out of the neighborhoods. After clearing those o Police o Public Works streets, side streets, cul-de-sacs,and secondary roads are targeted. Plows o Village Manager's Office will make at least one pass through all cul-de-sacs and side streets during storms, and will return to complete plowing once the snowstorm passes. Community Information As crews clear the streets, snow and ice from the road are inevitably pushed back into driveways and other property entrances.. Unfortunately, o Resident Information this is a nearly unavoidable aspect of snow removal operations. We realize o Community Information this can be an inconvenience to residents and business owners, especially o New Village Hall Project after considerable time and effort have been spent in clearing driveways. o 2007 Annual Report Village crews will work to minimize snow and ice deposits in excess of o Neighborhood Watch those normally encountered during snow plowing; however,they cannot o Village Hall Services return to spot plow individual driveways which have had snow plowed into them during normal plowing operations. l - Economic Development you elleve your mailbox was damaged by Village snow removal operations, contact Public Works at 630-896-9241, Monday-Friday, o Home Page 7 a.m. to 3 p.m. If you are putting up a new mailbox or replacing o zoning ordinance o Available Properties your existing one, please note that Village standards require the o Local Businesses face of the mailbox to be between zero and six inches behind the back of the curb. For further details or a copy of the standard, please stop by the Building Department at the Village Hall. Search our Site . Clearing snow from sidewalks in front of your home is a gesture - Search welcomed by all your neighbors. Doing so will allow them to use the 1— -------------------! sidewalks instead of the streets and make it safer for children walking to and from school. For those with fire hydrants in front of If you wish to search for a specific their homes, clearing now away from the hydrant can greatly assist Phrase,please use"quotation 9 Y Y 9 Y marks". emergency operations. Winter Parking Regulations Return to Previous Page copyright m 2007-The Village of Montgomeiy-Montgomery,Illinois http://www.ci.montgomery,il.us/street3.htm 2/4/2008 Public Works Page 1 of 2 k Home Contact Employment RFP/RFQ/Bidding. Search Go W(age, ,r North Aurora FAI News Calendar of Events Village Government Departments Economic Development Community Information , Public Works The Village of North Aurora Public Works Department is committed to maintaining and enhancing the Villages infrastructure. Improvements include streets,storm and sanitary sewer lines,Village owned property,buildings and grounds,street lighting,traffic signals and signs,purchase of equipment and materials. Public Works provides ongoing public services such as snow plowing,landscaping,curb and sidewalk repairs,mosquito control,and right-of way tree maintenance.Our goal is to serve the community in the most efficient way and provide the best possible services to the citizens of North Aurora.The day-day operations of the Department are overseen by the Superintendent of Public Works, The Department has 9 employees. It is responsible for approximately 40 miles of sanitary sewer main and 20 miles of storm sewer and approximately 60 miles of municipal streets,alleys,right-of-way and sidewalks.The Department operates out of the Public Works Facility located at 314 Butterfield Rd.you can reach Mike Glock,the Superintendent of Public Works at mglock@vil.north-aumra-il.us. *Mailbox Policy During Snow Removal Mailboxes will be replaced at the Villages expense only if a snowplow hits the mailbox.At this time,the driver of the plow will report it to the Superintendent of Public Works for repair or replacement.All replacement mailboxes will be a standard metal box and a treated 4 x 4 post.If a decorative or different mailbox is desired the extra cost will be up to the homeowner. Mailboxes will not be repaired or replaced by the Village if the mailbox is damaged due to snow coming from the plow. If the force of snow does damage to the mailbox it would mean that the mailbox was defective before the snow hit it,therefore the Village is not responsible. Standards for Replacement of Mailboxes by Homeowners If a mailbox is damaged and needs to be replaced,the Village is asking that they be installed in the fallowing standards:Mailboxes or supporting structures shall be installed or maintained,within but not closer,than 9%12'from edge of the street pavement or the back of the street curb where such curb exists. It is the responsible of the homeowner to clean around mailboxes to assure mall delivery in heavy events. If you should have any questions,please call the North Aurora Public Works Department at B97-1457 ext.230.Your cooperation on this matter is greatly appreciated. Information for Contractors • IDOT Standard Specifications for Road and Bridge Construction,adopted January 1,2007 S • Illinois Manual on Uniform Traffic Control Devices S • Illinois Underground Facilities Damage Prevention Act 220 IL http://www.vil.north-aurora.il.us/publie-works/index.htm 2/4/2008 Page 1 of I Eric Muse From: Wes Komowske[wkornowske @vil.north-aurora.il.usl ^Q' Sent: Monday, February 04,2008 10:48 AM To: Bart Olson Subject: RE: [lammal Mailbox replacement policy Hey Bart: This is what we do: Mailboxes - If a mailbox is hit during snow removal it will be replaced by the Village if it can be proven that the plow hit the mailbox. Damage to a mailbox from snow coming off of the plow will be the responsibility of the homeowner. All mailboxes replaced by the Village will be a standard metal box and a treated 4"x4" post. If a decorative or different mailbox is requested, the additional cost will have to be covered by the homeowner. All mailboxes are required to be installed at least 9" away from the edge of the street pavement or curb. Wes Kornowske Management Analyst Village of North Aurora 25 E.State St. North Aurora,IL 60542 p.(630)897-8228,ext.233 c.(630)335-6016 f.(630)897-8258 wkornowske@vil.north-aurora,il.us From: iamma-bounces @mailman.depaul.edu [mailto:iamma-bounces @mailman.depaul.edul On Behalf Of Bart Olson Sent: Monday, February 04, 2008 10:46 AM To: iamma@mailman.depaul.edu Subject: [Iammal Mailbox replacement policy Hello all, 1 don't believe we've had these questions yet this winter season. For snowplow-related mailbox damage: Does your municipality reimburse homeowners whose mailboxes are damaged from a snowplow hitting the mailbox directly? Does your municipality reimburse homeowners whose mailboxes are damaged from snow thrown from the snowplow hitting the mailbox? If yes to either of the above questions—what is the maximum amount you reimburse per incident? Thanks, Bartholomew A. Olson Assistant City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-8537 office 630-308-0582 cell bolson@yorkville.il.us 2/4/2008 Mailbox Placement- City of Geneva, Illinois gg Page 1 of 2 f�: P S 2 nv , February 4, 2008 22 South First Street Geneva, Illinois- 60134 - 630-232-7494 tyr r.�,y Public Works Department - X Mailbox Placement Notice ` FAOs ita 1800 South Street E-mail Directory Geneva, IL 60134 The Official Site of the (630) 232-1501 lobs City of Geneva, Illinois Permit click on the + and - Dear Resident: Events symbols to open and close each section To minimize damage to mailboxes throughout the City due to City snow Newsletter of the menu removal efforts, the following standards should be met when installing Geneva Mail Menu Tree Below your roadside mailbox. Open All : Close All Bulletins 1. Mailbox supports, including but not limited to posts, brackets, Channel 10 - - - platforms, or supports, shall be a minimum of 4" x 4" treated wood, or Home 2" diameter standard steel or aluminum pipe; and, Disclaimers Living in Geneva Grow Your 2. Mailboxes or supporting structures shall be installed or maintained, _ Business in Geneva within but not closer, than 9" - 12" from the edge of the street GiJt7rls< Visiting Geneva pavement or the back of the street curb where such curb exists; and, City Departments Search 3.The bottom surface of a mailbox shall not be less than 36" and not Administration& 4) City of Finance Department exceeding 42" from the ground surface; and, Geneva Administrative services Department 4. Mailboxes and supporting fixtures shall not be Installed within 10 feet the web Community from the point of curvature at any street intersection. Development Economic In the event of damage to a non-conforming mailbox installation due to Development City snow removal efforts, no compensation will be made and the Fire Department property owner will be responsible for the repair or replacement of that Police Department mailbox installation. Public Works Department In the event there is damage to any mailbox which conforms to the Electric Division standards above as a result of and caused by the snow removal Electric Rates activities conducted by the City, the City shall not be responsible for any ^,h, Streets Division cost::of repair or replacement thereto in exces -flue ($25.00) Water Division dollars. Any such reimbursement of cost to the owner of a damaged Brush Pickup mailbox shall be made only upon presentation of satisfactory evidence of sales receipts for material used in such repair and replacement. All labor Christmas Tree Pickup or cast of labor to Install or re-install said mailboxes shall be the Leaf Pickup responsibility of the owner of the mailbox. Mosquito Management If you should have any questions, feel free to contact: Recycling Solid waste Dan Dirges, City Engineer Services City of Geneva http://www.geneva.il.us/Departments/PublicWorks/mailbox.htm 2/4/2008 Mailbox Placement - City of Geneva, Illinois Page 2 of 2 Solid waste 1800 South Street Newsletter Geneva, IL 60134 Snow & Ice Control (630) 232- 1501 Snow & Mailbox Your cooperation on this matter is greatly appreciated . water Conservation water Quality Report Trl-Corn Dispatch U8IA 11 it f{ �tAdo nanpe _ llead C1tY Ot 6Ctt$v0 34.42" tlt�� Ol( speovications 1[ w on streets ab or mtttaut uOtm corns and sutlers top of page ©2008 City of Geneva, Illinois • All Rights Reserved Translate this page with InterTran (tm) Translate Please MOVE AND HOLD yourMOUSE CURSOR over the little DOWN ARROWS in the translated web page in order to see a pop-up window with ALTERNATIVE TRANSLATIONS. http://www.geneva.il.us/Departments/PublicWorks/mailbox.htm 2/4/2008 Ordinances Page 1 of 2 Ordinances Affecting Snow Plowing Sec. 42-22. Mailboxes. a. For purposes of this section,boxes used for receipt of United States mail and placed outside of residences and establishments for such purpose shall be referred to herein as mailboxes. b. Personnel of the public works department and its divisions shall notify any property owner upon whose or adjacent to whose property is found a mailbox which: r. Fails to meet the published standards of the United States Postal Service for installation instructions(g. Form ao56 )as well as Illinois Department of Transportation standards along state highways;or - 2. Is located so that the front edge of the mailbox when closed extends closer than nine (9)inches from the backside of the curb,or where no curbing exists,extends closer than eighteen(18)inches from the near edge of the public street pavement. c. Failure of such notified owner to relocate the mailbox as provided in this section shall render such owner ineligible to receive any appropriate reparations under subsection(d)hereof. d. In the event of municipal snow plowing along the streets of the city which snow plowing results in direct contact damage to a mailbox thereupon,reparation in an amount of said damage,but not to exceed fifty dollars($50.00)per separately standing mailbox shall be provided to the applicable property owner,except as provided in subsection(c)hereof. e. Property owners desiring that the parkway or other off-street or street fringe area immediately in front of and accessing any mailbox be kept free and clear of snow or diminished thereof shall be authorized to clear such area under the own responsibility,and the city shall not be responsible therefor. f. Nothing in this section shall be deemed to supersede the provisions of section 42-8 of this article. (Ord.No.ogo-1161,10-2-90) Sec. 42-6. Removal Of Obstructions And Encroachments On Public Property. a. Whenever the owner or person in possession or control of any obstruction or encroachment in or upon any street,sidewalk or public ground in the city shall refuse or neglect to remove the same within ten(ro)days after notice,or without notice if the owner cannot readily be found for the purpose of such notice or if the city determines that the obstruction poses an urgent threat to the public health and safety,the same shall be deemed a nuisance,and it shall be the duty of the police department or the division of streets and electricity to summarily remove or take down the same or cause the same to be removed or taken down, and the expense thereof shall be recoverable of such owner.Every person who opposes or resists the execution of the orders of the division of streets and electricity and the police department in so doing shall be guilty of a misdemeanor. Cross references:Issuance of citations by public works director or designee,2-288. b. No person shall,without the consent of the division of engineering,in writing,or without the consent of the person superintending any paving,displace or remove andy lawful obstruction. http://www.aurora-il.org/publicproperties/strectmaintenance/ordinances.php 2/4/2008 Ordinances Page 2 of 2 (Code 1969, 42-20, 42-31) Cross References: Fine schedule for certain violations, 1-u. Sec. 42-10. Playing On The Public Ways. No person shall play at ball or engage in any game, sport or amusement or fly any late upon any public street or way in the city. (Code 1969, 42-10) Sec. 27-171. Parking During Snow Removal Prohibited: Removal Of Vehicles. a. It shall be unlawful for any person to park a motor vehicle or, if parked, to allow a motor vehicle to remain parked or standing in any public street or alley during or after a snowfall in which there is an accumulation of two (2) inches of snow or more. This prohibition shall remain in effect until such time as the street or alley has been plowed or the snow has been removed therefrom. A city street shall not be deemed to have been plowed until the lane of traffic nearest the curb has been plowed or the snow has been removed therefrom. b. Whenever a police officer of the city finds a vehicle parked in violation of this section, and where such vehicle constitutes an obstruction of traffic, interferes with the use of streets or in any other manner creates a dangerous or unsafe condition, such vehicle is declared a nuisance and a hazard to public safety, and the police officer may cause the removal of such vehicle to a public garage or other place of safety during snow removal operations of the city on such streets, and the expense of such removal and storage in such public garage shall be paid by the owner or operator of the vehicle, in addition to any other penalties imposed by this chapter. (Code 1<)69, 27-326) City of Aurora Department of Public Properties 720 North Broadway Avenue Aurora, Illinois 60505 Phone: (630) 801-5240 Fax: (630) 892-3876 After Hours Emergency Phone: (630) 585-2844 Office Hours Monday - Friday 7am - spin add contact Mailbox Installation Instructions - PS Farm qo6 http://www.aurora-il.org/publicproperties/streetmaintenance/ordinances.php 2/4/2008 Village of Plainfield Illinois Page 1 of 2 n'Rk iini°m �t�°rIL(s :i..r nt 1 r.u:vurv'PTip l'rL 68 nP PLAII�FIELD News iA inns il'!Illllll §._ V age is APmdaz - Wayou \\ Mnu es c,rxsssarvlae. FACT 6aremal laeagl vn .,n..aelw 6HanKltal wool MLnlupaf COdv te�0lG�97I6[Z JtFbtitcra - � lYl/ Al:pga!bos Inulungof Isnterle, wastes Disposal u eesp Gippmaa 6uut A°eepnd outdoor Wlem Usage aLawn nnpatlmenls Sprinkling Weteeng efNewSadlSeed Weeds BGrazsee SnrcWlowln9 "IlovelinP r (� Rasldoa Information Burning of Handsel wants siege Drdinanre pmMM1IM the open burning gnanesace weals and leaves. Endepen hGroral Green caping National Pi.as¢tlkpwe f Brafte d rpPUPS poatlY Lllppings lbatare allow¢tl to mllecl lnlM1e slleel antl guXarS tloB aWem X sewers and preventefiedive drainage. SBaa Swa.pieg Spring-Fall:Street sweapin0ls clone every FridayrmminP fmm d:W-6a10 a.m. Water Usellawn Sprinkling tyearmunet The Village of PklnfeN year round Defenses for cubicle water uses f011owa: •Lawn annealing for even nvmheretl edtlr¢zsea on even numberetl calendar days In pumlXetl between IM1e hems o(6 m.N 10 a.m.anNor6 p.m.to io p.m. •Iawn sprinklin010r odd numbered adds ssea on odd numbered calendar raw k perm fled between mr,boom of 6 m.e10a.m. or m6 ns.p.m. items 10 p.m. •me waterine oraardanc,trees,snobs.and nowere(ter tow,Of a nalema mss orwaNrirg caul la arminetl Ilthere are a0y que511ons wnreming waleueAtltliow,p1OSe all Public Wonce at815-4363577. Waterlog of New Sod or Seed •The FM day and ofaed Ic planed,me p,.,q owar meywakr and or amid for any eigM1t(81 hones. • FMme next nine(9)days,me property aver morse me sod or seed every day between me hours 06:00 a.m. ant 10:00 a.m.and 6:00 p.m.and 10:00 P.M. • Falbwirg me Ntlmntln)tlaya,lire otltl/even watering rashlc8onsw111 apply. Weed&Gress Ordinance The Weed and Grass ONlnanw males Her all Preembes and examor property shall be maintained free from wend or plaMgmwln more man 8lnchea is Irelght.Any property that Wastes this ordinance will he named.Inner five(51 tlays a ncnmsitbom,the pmpeM la subKnto a don until His Nought into compliance.Thtcoeinamw ieenforced Peerless me growing season,May 1-Bovember 15. Snowplowing Information-Standard Operating Prowtlures for Snow&la Removal EacM1 yea5lhe VHlape realvesquealioa reOaNinO snowplowing and rose wntlilpatlurinr uwlementwealhee To help answer these quedions,hakes you will And Information on me Villages prowdeve for saw ant Is,emroval.If you have any questions al leg Mfe integration means,removal,pkax feel free to contact me Public Works Depedmenl m(OVU 4]63577.During me wintr,safety is the Vlllage's number one priority for our mallards.our mergeney solids,engenders.and Hs,ganeral publk.Thankynu for you understanding and patienredming me es. Salting Operations Only:When a minofaaw mine event lsforecanlaaumulatloa tram a dusting b you men bea Inchal,me VHhge's sow and his shows are on std and standing by.(1n some in,bnow.mads are pre-salted) When the precipilalte.eager snow or Ice,begins to norms laR on paved surfaces,salt trucks begin applying an t arterial roatlwaystamary Ormain Vamc r0ua nu maemmcowensdhe priory(min)cars nsdat oboe speetl IimXS ant heavfertraRme volume.On a number Df ocaabns.Im primary(main)road[mull be gone Overmore Huge once. Upon completion of the ptlmary matls,salting of majors lktlor secure begins.Them Include main sionse V mi gh subdil matls that link with mein matls,and streets wile schools lo[-aled an mom.Then selling of residential side streets,dead ends,ant oWe-sacs begins.A simple salting operation an We W to eight hours after the last ithe ow bas fallen.Normally approximately 300 pounds of salt per lane mile is applied Men @mpemlums lall anew 21f degree.,aldum chloetle Is ended to me salt to Ghana me instill proem.If the forecast changes and the snow onlireas to inleaity prior i ompkmq me salt route,me Village sal salting and immediately begins pbsing pavaoig Operaaa:Men snow onambes Moor mom ncmet ac mutation,me Village begins.plowing operation. A aeoMary group is Had our to had,ofXh the pbin,In aitlilbn to the son chip that Is alreadyoul.As ma sell tacks continue to cook on ptwmg primary and aMeal steels.DlnersMwpbwtmcks begin In worked side enema. Alleys,wldsaace,and dead ends are done towards IM1e and Of Ogre abrreda In bwmvery IMktmlAcwlume.The Iasi task is pushing back omens ant cleaning up areas where me,may haw been looked.FiaXy,saXbucks will then inn mob entire mule and re-salt and paw where required.This operolion In noaalwealnerontlinons will hat about 14 to 18 hours after me lasts(fle snav Ms Milan.It is important to remember Malexaemive amoun6 oleaw, eaame drops In aeronauts.noWmal snow,blowing ant tlri6ing snow,and equipment breakdowns wdl insane We time tram¢. Helpful Shaveling Hints •Shawl ddwway aprons only after the roadway M omptkly cleared.This will eliminate the need to novel them more man Dare. •Pilealllhssaw solidification adgeofthe road,onlneleftsbooltnedrtvesmeas you face the house Subsidies owpbw Bass by again,after you have shouted,mis will prevent the plow tram pushing IM snow back trim ymv Vows, •One not push snow Into or across the sbact This may resun in mat same snow losing damaged In your haphofs tlrioeway,if me snowplow shout make an wimflanal ass. `Cheeses and Ice from to walk alacenlm your proaM.This makes pedestrian Imad safer and Seer. `Cbar snow away from fire hydrants to permg easy access,in case of an emergency. http://www.plainfield-il.org/residentinformation/seasonalnotices.php 2/4/2008 Welcome to the City of Moms Page 1 of 2 , i - 1 Home Public Works Morris History City of Morris Department of Public Works - Meetings&Events City Phone:(815)942-5063 City Officials Council Standing Chipper Committees The City of Morris Department of Public Works has a chipper that consolidates tree branches.The Public Committees chipper operates April 1st through November 1st.Those wishing to have branches removed should contact the Department of Public Works at(815)942-5063.Residents should set the brush along the Mayor's Personnel curb,facing toward the street.Logs should be placed In a separate pile from the brush.Note:Clean-up Appointments is for homeowners ONLY;contractors are responsible for removal of tmeslbrush. Police Department Leaf Bags Water&Utility Billing Due to the fact that the local landfill only accepts leaves and yard waste disposed of in biodegradable Public Works bags(no plastic garbage bags can be accepted),the City offers one free leaf bag pick-up date.The City distributes these bags In Goold Park on a Saturday morning in the month of October with leaf bag pick- Library up dates generally in late October and November.Each household is entitled to five(5)free leaf bags. Churches Leaf bag distribution and pick-up dates are posted in the local newspaper and announced on the local radio station.Additional leaf bags may be purchased at a variety of stores locally.For further Parks&Recreation Information you may contact the Department of Public Works at(815)942-5063. Schools Comprehensive Plan April 1st through November 30th,CitiWaste Garbage Disposal will pick up unlimited leaf and yard waste bags(no plastic garbage bags accepted)perweek with your regular garbage collections.Leaf bags(no Demographics plastic bags)may be purchased at Matteson Ace Hardware,and Wal-Mart.Any questions may be Municipal Codes directed to CitiWaste at(815)942-4688. Residential Info. (\ r Street Sweeping Building 8,Zoning `�/ The Department of Public Works conducts downtown street sweeping year roun d,weather permitting. Applications& s Hours are Monday thm Thursday from 7:00 am to 3:30 pm,and Friday from 3:00 am to 11:00 am.All Information&Lin vehicles must be removed from the area of Liberty Street from Illinois Avenue to the railroad tracks,east Contact Us \, and west one block.Vehicles not removed will be issued a$5.00 ticket. FAQ \--) Snow Plowing Site M The Department of Public Works begins an all-out plowing effort when snow begins to accumulate and snow is still falling.It Is the City's goal to clear all streets,curb to curb,within twelve hours after the V snowfall has ceased,but heavier snows take longer to clear.The curb to curb policy is in effect so that storm gutters and drains are open to recieve melting snow and rainfall and to avoid street flooding. O The City of Morris has established a priority plowing system so that main traffic routes(Snow Removal Routes)are plowed first.Main streets through subdivisions are second,while smaller side streets,cul- de-sacs,and alleys are last Spring Clean-Up The City of Morris"Annual Spring Clean-Up"will be up day for in the Morris Herald,k one time pickup only,on the same day as your regular garbage pickup day for unlimited garbage pickup for the annual (\�11 Spring clean-up day, r v Items that WILL NOT be picked up include:batteries,tires,air conditioners,refrigerators,or paint cans that are unopened and not dried out.Forfurther information,please contact the Department of Public Works at(815)942-5063 or CitiWaste Garbage Disposal at(815)942-4688. \ 1 White Goods Pick-Up �j Please call CitiWaste Garbage Disposal at(815)942-4688 to inquire about pickup forwhlte goods-- washers,dryers,hot water heaters,etc.,(items that WILL NOT be picked up include:batteries,tires,air VIA conditioners or paint cans that are unopened and not dried out).For further information or questions, please contact CitiWaste Garbage Disposal at(815)942-4688. Senior Services The City of Morris offers a Senior Citizens Van which operates Monday and Friday from 10:00 A.M.until 3:00 P.M.and on Wednesday from 8:30 A.M.until 12:30 P.M.The van stops at several different locations throug hout the City of Morris.The cost Is$.25 per ride or a ride card m ay be purchased at a cost of$5.00 and Is good for 25 rides.To schedule a ride or ride questions,please contact the Department of Public Works at(815)942-5063. http://city.momet.org/html/public_w6rks.htm 2/4/2008 VILLAGE OF HUNTLEY MAILBOX REPAIR PROGRAM Please fill out and return this form to: Village of Huntley Public Works Department 10987 Main Street Huntley, IL 60142 Name: Address : Daytime Phone: Option 1 (Please check one box only) ❑ I would like the Village to replace my damaged mailbox with the standard product. If I choose this option, I must return my response to the Public Works Department before May 31 , 2008. El I would like the Village to replace my mailbox, but I would like to pick out my own product. I understand that I am allotted $45.00 for the replacement ($20.00 for the post and $25.00 for the mailbox) but I can choose a more expensive model as long as I pay the extra cost. I have enclosed my receipt for the product(s) with this form and the Village will reimburse me for my cost (tax will be added to your cost). If I choose this option, I must contact the Public Works Department before May 31, 2008 to set up an appointment. Option 2 ❑ I will replace the mailbox myself. I understand that I am allotted $20.00 for the post and $25 .00 for the mailbox. I may exceed this amount, but I must pay the extra cost myself. I have enclosed my receipt for the repair with this form (tax will be added to your cost). The Village will send me a check for the cost of this repair. NOTE: Ifyou choose this option, make sure you repair only what was damaged; either the box, the post, or both. This is indicated on the top of the first page of this letter. VILLAGE OF HUNTLEY MAILBOX REPAIR PROGRAM During the recent snow season, your mailbox was damaged by Village snow and ice control measures. Upon inspection of your mailbox it was determined that: Damage was caused by the force of the plowed snow striking your mailbox Because the force of the snow caused damage to your mailbox, you are responsible for the full repair of the box. The Village cannot be responsible for damage resulting from normal snow plowing. No evidence of plow going over the curb. ❑ Damage was caused by plow physically striking improperly installed/maintained mailbox. The Village is not responsible for this damage. Refer to enclosed mailbox requirements for proper installation. ❑ Damage was caused by the plow physically striking your mailbox Box needs to be replaced Post needs to be replaced Both need to be replaced If your box was damaged by the plow, you have two replacement options. 11 The Village will replace your box, post, or both with a standard product. This consists of a standard metal mailbox and wooden post. You do have the option to have a more expensive model installed by the Village, but you must pay any cost above the $45.00 allotted by the Village. This $45 .00 consists of $25.00 for the mailbox and $20.00 for the post. (Tax will be added to your cost). If you decide to purchase your own mailbox and have the Village install it, you must call the Public Works Administration Department before May 31, 2008 to set up an appointment. 2. You may replace the box yourself and allow the Village to reimburse you for the cost of the replacement. With this option you must, again, stay within the $45.00 allotted by the Village ($25.00 for the mailbox and $20.00 for the post). You can also install a more expensive mailbox and post, but you will be reimbursed a maximum of $45 .00. (Tax will be added to your cost). Remember to follow the attached instructions if you install your own mailbox. Please choose the preferred replacement method by completing the attached form and returning to the address indicated. We must receive this form before May 31 , 2008 for your mailbox to be scheduled for repair. Inquiries can be directed to the Public Works Department at 847-669-3450. Thank you for your cooperation. City/Village iReimbursement Direct TForce of Combined Contact ( Snow Amount Mailbox Mail Post Total Yorkville Yes j No 75 75 Naperville Yes Yes 75 Yes Wadsworth Yes ? 100 100 Deerfield Yes Yes 50 50 Buffalo Grove Yes Yes 35 35 North Aurora Yes No, Yes Yes ? Oswego Yes No 75 yes Montgomery Yes Yes 50 Geneva Yes Yes 25 25 Plainfield Aurora Yes No 50 50 Huntley Minooka Yes 50 50 Reviewed By: Agenda Item Number 2 A o J �n Legal ❑ �E yV �� Wile t� Finance F-1 EST. , 1836 Engineer q 11 y:"' 2 J`31'e3 Tracking Number 0 City Administrator ❑ °ate `20 Consultant ❑❑ PW �OG$ Agenda Item Summary Memo Title: Park Development Standards Meeting and Date: February 19, 2008 Public Works Committee Synopsis: These updated Park Development Standards are proposed for approval and adoption. 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: CI'*y a Memorandum ESC `� 1836 To: Brendan McLaughlin, City dministr for From: Joe Wywrot, City Engineer U CC: Lisa Pickering, Deputy City S. LE �� Kathy Orr, City Attorney Laura Haake, City Park Designer Date: February 13, 2008 Subject: Park Development Standards Attached find proposed revisions to the Park Development Standards dated February 12, 2008, as well as a memo from Laura Haake summarizing the changes. I have reviewed the proposed standards and recommend approval and adoption. The Park Development Standards are an exhibit to our Subdivision Control Ordinance. Kathy Orr should comment on the best way to amend the Subdivision Control Ordinance to refer to the updated Park Development Standards. Please place this item on the Public Works Committee agenda of February 19, 2008 for consideration. ° C/?,A0 Memorandum a� 0 9 ESnT ,. 1836 To: Joe Wywrot, City Engineer From: Laura Haake, City Park Designer CC: Brendan McLaughlin, Bart Olsen, Travis Miller, Dave Mogle, Scott Sleezer Date: February 13, 2008 Subject: Park Development Standards Revisions The Park Development Standards, an appendix to the Subdivision Control Ordinance, were updated last year to better reflect the standards, requirements, and expectations for park development. Additional sections were added to the 2003 document and the remaining sections were re-organized to better outline the different areas of park design, conceptualization, and improvements. The original document was divided into three sections; Definitions, Open Space System and Guidelines, and Neighborhood Park Improvement Standards. The changes made now divide the document into 10 sections; Definitions, Open Space System and Guidelines, Park Development Timeline and Procedures, Park Improvement Standards, Detention and Retention Basins, Natural Areas, Planting Specifications, Pathways and Trails, Playground Improvements, and Developer Obligations. Major changes were made to the following sections: Section 5: Detention and Retention Basins now outlines planting specifications, including materials, erosion control methods, herbivore protection, seeding times, as well as outlines the three year maintenance and management plan guidelines and expectations. Section 6: Natural Areas, was included to require the developer to give any area that is to remain a "natural landscape", such as woodlands, prairies, savannahs, etc., to the City in a clean, usable state. This includes removing debris, clearing understory trees, and implementing best management practices. Section 8: Pathways and Trails, includes design standards for paths in the City. In the earlier document this section only outlined the width and basic construction requirements. The revised document includes trail access, signage, widths and clearances, bridges, and subgrade and surface course requirements. The document has been reviewed by the Park and Recreation Department Staff including Scott Sleezer, Dave Mogle, and the Park Board. We would like to adopt these standards as the new Park Development Standards for the United City of Yorkville. Ordinance No. AN ORDINANCE REPEALING OLD PARK DEVELOPMENT STANDARDS AND ADOPTING NEW PARK DEVELOPMENT STANDARDS FOR THE UNITED CITY OF YORKILLE BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That the United City of Yorkville Park and Recreation Department Park Development Standards dated June 1 , 2003, approved by the Corporate Authorities on July 22, 2003, are hereby repealed in their entirety, and the United City of Yorkville Park and Recreation Department Park Development Standards dated February 12, 2008, a copy of which is attached as Exhibit A, are hereby approved in their stead. Section 2. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. ADOPTED by this day of 2008, pursuant to a roll call vote as follows: AYES: NAYS: ABSENT: APPROVED by me this day of 2008. Mayor ATTEST: City Clerk parkde stmdards.ord.doc Exhibit A Park Development Standards (see attached) 2 UNITED CITY OF YORKVILLE PARK AND RECREATION DEPARTMENT PARK DEVELOPMENT STANDARDS February 12, 2008 Repealing, revising, and replacing Park Development Standards dated June 1 , 2003 with revisions dated November 15, 2004 - 1 - TABLE OF CONTENTS SECTION l : DEFINITIONS ...........................................................................1...11...1...... 4 SECTION 2: OPEN SPACE SYSTEM AND GUIDELINES ,...................................... 6 A. Categories of Open Space ... ..................................... ..... ..... ...................... .......... 6 1 . Environmental Capacity............ ............................ ....... ............... ......... . 6 2. Shaping Capacity ... ...... .. ........................................... ........... ... .............. 7 3. Recreational Capacity ............... ................................ ................ ............ 7 B. Land/Cash Dedication Ordinances ........................... ........................ .................. 8 SECTION 3: PARK DEVELOPMENT TIMELINE AND PROCEDURES ............ 10 SECTION 4: PARK IMPROVEMENT STANDARDS .............................................. 11 A. Park Design .................................................................................. .................... 11 1 . Size 2. Location 3 . School/Park Site 4. Service Area 5. Dimensions 6. Street Frontage 7. Adjoining Developments B. Timing of Dedication and Acceptance ............................................................. 12 1 . Final Grading 2. Boundaries 3. Natural State 4. Environmental Assessment C. Utilities ............................................................................................................. 12 D. Topsoil.............................................................................................................. 13 1 . Suitable Material 2. Unsuitable Material 3. Topsoil respreading 4. Soil stockpile E. Grading/Filling ................................................................................................. 14 SECTION 5: DETENTION AND RETENTION BASINS ......................................... 15 A. General ............................................................................................................. 15 B. Retention Basins (Wet Ponds).......................................................................... 15 1 . Design 2. Planting Specifications C. Detention Basins (Dry Ponds) .......................................................................... 18 1 . Design 2. Planting Specifications D. Maintenance ..................................................................................................... 21 - 2 - E. Inlet and Grate ......... ..... ....... ..... ... ... .. .... ........ ........... ... ... ...... ...... ...... ..... ... ....... .. 24 F. Turf Grass ................................. ...... ...... ............................................................ 24 G. Mulching ................. ....................... ...... ................... ......................................... 25 H. Greenways/Wetlands/FloodplainAreas ....... .... .... ... ......................... ... .... ........ . 26 I. Conservation and Protection Areas.................... ....................................... ......... 26 J. Lakes....... ..................... ....... ..... ...................... .... ........... .................. .. .... .... ... ...... 26 SECTION 6: NATURAL AREAS ................................................................................. 27 A. General ................................................................................................. ....... ... .. 27 B. Management Practices ...................................................................................... 28 C. Development Standards.............. ............................................................... ....... 28 SECTION 7: PLANTING SPECIFICATIONS ,............................. .............. 29 A. Existing Vegetation .... ................................................. ................ .... ................. 29 B. New Landscaping ............................................................................................. 29 1 . Planting Standards 2. Backfill Mixtures 3 . Planting 4. Planting Operation 5 . Watering 6. Mulching/Wrapping 7. Pruning Procedures SECTION 8: PATHWAYS AND TRAILS................................................................... 33 A. Trail Standards ................................................................................................. 33 B. Inventory of Existing Facilities ................................................... .... ................. 33 C. Trail Access ...................................................................................................... 34 D. Roadway and Crossing Signage ....................................................................... 34 E. Sight and Stopping Distance............................................................................. 35 F. Widths and Clearances...................................................................................... 35 G. Trail and Roadway Bridges .............................................................................. 36 H. Cross Sections ......................................................... ......................................... 36 I. Subgrade and Base Course................................................................................. 37 J. Surface Course................................................................................................... 37 K. Additional Site Improvements ........................................................ ................. 38 L. Trail Conversions................................... ................................ ................. .......... 38 SECTION 9: PLAYGROUND IMPROVEMENTS .................................................... 39 SECTION 10: DEVELOPER OBLIGATIONS ........................................................... 41 A. General ............................................................................................................. 41 B. Turf................................................................................................................... 41 C. Planting............................................................................................ ................. 41 REFERENCES................................................................................................................ 42 - 3 - - 4 - SECTION 1 : DEFINITIONS A. Standard Specifications: Whenever reference is made to the "Standard Specifications" it shall be understood to mean the latest issue of the "Standard Specifications for Road and Bridge Construction" (SSRBC) and subsequent revisions of the "Supplemental Specifications and Recurring Special Provisions" of the Illinois Department of Transportation, or the "United City of Yorkville Standard Specifications for Improvements" (SSI). B. Developer: Refers to and means the individual, corporation, co-partnership or other person or organization who or which has desires to bring a new subdivision or planned unit development within the corporate limits of the United City of Yorkville. C. Americans with Disabilities Act: (ADA) Refers to the federally mandated Act passed in 1990, and/or State Accessibility guidelines (Section 504), whichever may be more stringent. D. Buffer yard: Areas designed to reduce the sound or visual impact on the neighboring community or houses. Buffer yards can be made by planting of shrubs or a mixture of vegetation. Buffer yards must comply with the Landscape Ordinance. E. Conservation Area: Natural area identified as having rare plant or animal species, or areas identified within the Parks Open Space Master Plan. This area may include or be identified as a fen, watershed, or other area identified to have historic value needing preservation or protection. F. Detention (Dry Ponds): Areas designed to hold storm water runoff for a determinate amount of time (typically 48 hours), then drain to a dry condition. G. Flood Plain: That land adjacent to a body of water with ground surface elevations at or below the base flood or the 100 year frequency flood elevation. The floodplain is also known as the Special Flood Hazard Area (SFHA). H. Private facilities and parks: Parks or facilities that are secluded from the general population; or owned and controlled by a person or group rather than the public or municipality. 1. Public Open Space: Any publicly owned open area, including but not limited to the following: parks, playgrounds, conservation, trails, greenways, etc. J. Retention (Wet Ponds): Areas designed to hold storm water and natural groundwater on a permanent basis. Retention areas are designed with normal and high water levels, and an overflow point for large storms. - 5 - K. Public Sidewalk: That portion of street or crosswalk, paved or otherwise surfaced, intended for pedestrian use only. L. Trail: A bituminous path a minimum of ten (10') feet wide that provides active recreation opportunities through shared-use trails that connect throughout the City. M. Wetlands: As defined by the Illinois Department of Natural Resources (IDNR) as "land that has a predominance of hydric soils and that is inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances does support, a prevalence of hydrophytic vegetation typically adapted for life in saturated soil conditions" (Interagency Wetlands Policy Act of 1989). Or as defined by the US Army Corp of Engineers (USACE). N. AASHTO: Whenever reference is made to the AASHTO it shall be understood to mean the "Guide for the development of bicycle facilities" and subsequent documents referencing pedestrian or bicycle facilities published by the American Association of State Highway and Transportation Officials. O. CMAP: Chicago Metropolitan Agency for Planning, formerly titled the Northeastern Illinois Planning Commission (NIPC). - 6 - SECTION 2: OPEN SPACE SYSTEM AND GUIDELINES The Chicago Metropolitan Agency for Planning (CMAP) states that: "Open space provides more than recreational opportunities; it is land that society needs to conserve as natural, cultural, historic, and agricultural resources. One of the most common misconceptions regarding open space and recreation is that the two terms are synonymous. A strong relationship does exist between open space and outdoor recreation but, in most cases, recreation is something separate and distinct from open space." Therefore, a park is open space, but open space is not necessarily a park. A. CATEGORIES OF OPEN SPACE The National Recreation and Park Association (NRPA) has developed six (6) categories of open space that the United City of Yorkville has simplified into three recognized categories of land capacity: environmental, shaping, and recreational. The United City of Yorkville has determined that acquisition and development of land meeting the recreational and environmental requirements of its residents is its role in the fabric of the community. These functions are subdivided into both local and regional classifications. The Parks Department's responsibilities pertain to the local classifications. 1 . ENVIRONMENTAL CAPACITY - protects natural and or cultural resources from development. a. Natural Resource Park (Linear Greenway/Trail System) - is utilized as a buffer zone, watershed, or conservation area, and affords a passive appearance with managed natural habitats and plant ecosystems. These areas can be used to protect fragile or rare ecosystems. Often these areas require management to maintain sustainability and preserve healthy biodiversity of plant life. When utilized as a linear greenbelt and/or trail corridor, natural areas can serve as environmental bridges, supporting the movement of wildlife between other larger areas. When combined with public use areas, development can include open play areas, pedestrian and bicycle paths, park benches, picnic and rest areas, and water oriented facilities. Detention or retention ponds can be included in these areas. In instances where this classification of park is flood prone, construction of permanent structures is discouraged. The public use infrastructure should remain supplementary to the functional classification of lands described. b. Conservation of local resources, such as streams, wetland habitats, and forests. c. Preservation of environmental and/or historic resources in conjunction with local historic preservation agencies. - 7 - 2. SHAPING CAPACITY - provides relief from extensive urbanization and promotes the integration of neighborhoods. City, county, state, and federal planning agencies commonly define this land as "land that shapes a community and is reflected in greenbelts, county forest preserves, state, and national parks." This category is also reflected in local ordinances stipulating density formulas and open space requirements for subdivisions. 3 . RECREATIONAL CAPACITY - provides space for single or multiple, active and passive recreation activities. a. Mini-Parks — The mini-park is used to serve isolated or limited recreational needs. Mini-parks are often tot lots, created to serve a resident population too distant from a community park, or in an area with high density populations. The mini-park is larger than one (1) acre in size. Development is usually limited, requiring no parking or extensive site work. b. Neighborhood Parks — The neighborhood park is intended as a supplement to or substitute for a play lot where population density, geographic barriers or distance preclude easy access. Examples of such facilities include: play apparatus areas for pre-school and elementary children; hard surface areas for hopscotch, shuffleboard, tetherball, four-square; court games for basketball, volleyball, badminton, tennis, etc.; and open play areas for softball, football, soccer, and winter sports. The minimum park size for a neighborhood park is five (5) acres. The concept of development emphasizes spontaneous rather than higher organized play. The playground should be easily accessible to pedestrian use. Neighborhood parks can have additional special use classifications to include activities such as active play and specialized courts. These parks may be combined with school sites. Although any classification of park can be located next to a school, the age of users makes it preferable that neighborhood parks and elementary schools share a common boundary. c. Community Parks - The community park is larger than ten (10) acres, and development is intended for people of all ages. It is preferred that the park be centrally located and serve at least four neighborhoods. Amenities found in a neighborhood park shall be included, supplemented by large multipurpose open spaces. Internal walk patterns for pedestrians and bicycle paths are desired to connect the various functions. It should be accessible by motorized and non-motorized traffic. Adequate off-street parking shall be provided in accordance with amenities constructed. The classification may also serve as a neighborhood park facility for the area in which it is located. 1 . Athletic Parks — Multiple athletic fields in one location, representing the functional needs of each agency, which can be located in close proximity _ g _ to schools where the public and students can share facility use. The location and design shall satisfy one or more of the following requirements: (1 ) avoid duplication of land and facilities unless existing facilities are over utilized: (2) coordination of services, and (3) diminish capital expenditures and satisfy the needs of each agency. Development should be similar to the neighborhood park. 2. Sports Complex - Developed to meet the needs of specific users groups and local athletic associations for practice, team, and tournament play. These sites have adequate parking and are located on good traffic routes. They may also be located to take advantage of bicycle and pedestrian trail systems. Fields should be as multipurpose as possible, so a wide variety of flexibility can be maintained. It is best to allow for additional space when acquiring sports complex space, as needs and trends are subject to constant change. 3 . Special Use Parks - Intended for single interest activities and large enough to accommodate the demand. Examples include: tennis center, outdoor education center, museum, conservatory, golf course, children's farm, sports complex, skate park, splash / spray park, swimming pool / aquatic center, etc. Since users are going to come from a distance, the site should be near major vehicular access routes and regional bike trails. d. Regional Parks — The regional park attracts people from outside the community. Regional parks shall be a large piece of property, greater than forty (40) acres in size with more than one major attraction or function. The regional park can encompass any neighborhood and community classifications. B. LAND / CASH DEDICATION ORDINANCES 1 . The United City of Yorkville Land Cash Ordinance requires ten (10) acres per 1 ,000 population be donated for parks as part of the subdivision or planned unit development approval process. The contribution of land cash is in accordance with the City Land Cash Ordinance. It is for these stipulated acres that the following standards have been developed. These standards will also act as guidelines for land donated to satisfy other functions of open space. The ultimate population density to be generated by a subdivision or planned unit development shall bear directly on the amount of land required to be dedicated for park and recreation sites. The acreage of land dedication requirement shall be determined by obtaining the total population of the development times ten (10) acres per 1 ,000 population. Total population is determined by applying the estimated ultimate population per dwelling unit table to the number of respective units in the development. Each single family home will be calculated to have four - 9 - bedrooms; Duplex unit will be calculated as 50% two bedroom units and 50% three bedroom units; Town home and apartments will be calculated with two bedrooms. 2. When available land is inappropriate for park, or recreational use, the City shall require a cash contribution. This is based on the land cash calculation and the value per acre of the land based on the "Fair market value". The amount of land cash distribution hall be determined by Staff and Board analysis of the site and relationship to neighboring parks. 3 . In cases approved by the Park and Recreation Board, the contribution of land cash can be a mixture of 50% land 50% cash, or other agreed upon contribution combination. 4. A developer may donate the land together with cash for park development upfront to have the construction of the park expedited. Front funding for park development is preferred. Otherwise, a 75% build-out standard for the subdivision shall be set in place for park development. 5. No land cash credit shall be given for the following: a. Exclusively private facilities & parks. b. Retention or detention areas, measured at the top of the bank. c. Lands located within the 100 year floodplain. 6. Full or partial credit will be given for the following: a. Active wet areas (lakes, rivers, creeks), historical areas, conservation areas, etc., that are identified to have recreational or conservation value. This will be considered on a case-by-case basis. Studies shall be required to verify historical and/or conservation areas. b. Paths or trails constructed and dedicated in an exclusive easement to the City, or paths identified as infrastructure or connecting trails to a regional trail system. Partial credit may be given for undeveloped exclusive easements dedicated to the City for future trail development. c. Land donations that are usable and/or classified as developable for use by the general public. - to - SECTION 3: PARK DEVELOPMENT TIMELINE AND PROCEDURES A. The Park and Recreation Board and staff will plan the development of the park and/open land site with the following guidelines [whenever possible]. There may be occasions when a developer provides development support in advance to a subdivision being built which may require these procedures to be adjusted or altered. 1 . Based on the established Land Cash Ordinance a developer donates park land to the United City of Yorkville Park and Recreation Department for future use and development. 2. The Park and Recreation Board and staff determines park utilization and design in conjunction with the Parks Open Space Master plans to establish needs and determine priority and fiscal needs. 3. The staff recommends annual budget projections for park development based on available fiscal resources. 4. A Concept plan by the Park Planner or United City of Yorkville Staff indicates park design and preliminary cost projections. 5. Whenever possible, a public meeting is held for residents of the surrounding subdivision and impacted area for input. 6. A finalized concept plan and cost projection is developed and submitted to the Park Board for approval and a recommendation is given to the City Council for development. 7. Timeline is established for project management. 8. Project / Park plan work begins until completion. - 11 - SECTION 4: PARK IMPROVEMENT STANDARDS A. Park Design: The following criteria are considered desirable traits for a park to be acceptable to the United City of Yorkville: 1 . Size: Park size shall meet the requirements of the Park Department Master Plan, and the approval of the Park Board. Plan must also be approved per City Staff comment. 2. Location: Park location shall be close to the geographic center of the population served, or as approved by the Park Board. 3. School/Park Site: Park and school property located in the same development may be located and developed in the best interest of both parties. 4. Service Area: Shall serve residential areas within one-half (%2) mile radius from pedestrian barriers. A pedestrian barrier is defined as: a. Any street presently classified or planned by the United City of Yorkville, Kendall County, or State of Illinois as major arterial street or highway. b. Any street with speed limits over 30 miles per hour. c. Collector streets with an average daily traffic count exceeding 3500 cars and stop signs or stop lights further than one-half mile ('/z) mile apart. d. Railroad tracks. e. Natural barriers. f Land use barriers. 5. Dimensions: Parks shall have a minimum dimension of 450 feet on all sides if the acreage of the park allows. 6. Street Frontage: Street frontage shall be the full length of the park on a minimum of two of its sides. Said streets shall be local or collector streets within the neighborhood. Additional access lots provided shall be a minimum of forty (40') feet in width. Where a school site is adjacent to a park site the school site can be considered as one of the two required street frontages. Reasons for street frontage include: a. Enhanced security and visibility. b. On-street parking availability. c. Encourages users to access the park through trail or sidewalk connections. d. Encourages neighborhood to take ownership and responsibility for their park. 7. Adjoining Developments: Whenever possible, the dedicated parcel shall be combined with dedications from adjoining developments. - 12 - B. Timing of Dedication and Acceptance: All requirements stated herein for acceptance of the site shall be completed to the satisfaction of the City. 1 . Final grading a. The City encourages, whenever possible, that at the time rough grading and placement of topsoil is completed on the first residential structure of a particular unit development, the park site(s) should also be completed, ready for grading and seeding or sodding. b. The City will verify that all requirements have been met and the site is ready for turf. Final acceptance of the site is determinate on the condition of the turf as stated herein these requirements. c. In cases of more than one park site, or linear parkways, the developer shall determine a schedule of completion with the approval of the City. 2. Boundaries: The developer shall be required to install permanent metal boundary markers at each corner of the park site. Markers shall be of typical federal style aluminum marker four (4") inches in diameter that can be placed on top of a rebar. 3 . Natural State: The City has the option to require conveyance of areas designated to be maintained in a natural state prior to commencement of any site work. A separate site- specific plat of conveyance shall be prepared and submitted prior to issuance of any permits. The developer is responsible for securing all areas to be conveyed in a natural state with temporary fencing from the time the areas are platted to conveyance of the remainder of the site. 4. Environmental Assessment: For all lands to be dedicated to the City, the developer shall provide a minimum of a Phase I Environmental Assessment, produced by a recognized consultant. This assessment shall check for hidden, or unknown environmental factors including, but not limited to, buried or contaminated soils and aquifers, underground storage tanks, and dump sites. C. Utilities: Unless otherwise authorized by the City, each park site shall be fully improved with water, sanitary sewer, storm sewer, and electric service to a location specified and approved by the City. 1 . At the time of installation of public improvements in the subdivision or planned unit development. The location shall be approved by the City and shown on the approved engineering plans. 2. The site shall be free of all private gardens, woodpiles, swing sets, sump pump discharge pipes, and other items that give the impression that a portion of the site is part of the adjacent property. No sump pumps shall discharge directly onto the site, - 13 - unless connected to a catch basin on the site if approved by local authorities and the United City of Yorkville. No private utilities, water, sewer, or drainage lines shall be located on City property. Any overflow path must be approved by City Staff. 3 . No Public Utility Drainage Easement, including storm sewer and overland stormwater management, can be located through or across a future park site. The park site cannot function as a storm water control facility unless the site is a detention basin that is to be conveyed to the City or the developer is given City approval from the City. 4. Perimeter easements area allowed by Staff approval. D. Topsoil 1 . Suitable material: a. Topsoil shall be a loamy mixture (USDA Loam, Sandy Loam, or Silty Loam soil) with an organic content between five (5%) percent and ten (10%) percent. At least 90% must pass the 2.00 mm (No. 10) sieve and the pH must be between 5.0 and 8.0, from the "A horizon" of local soil profiles. Topsoil shall be capable of supporting the germination of vegetation. It shall not contain toxic substances harmful to plant growth. b. Topsoil shall be typical of the locality of the work, friable with good tilth, free from large roots, sticks, weeds, brush, subsoil, clay lumps, or stones larger than one (P) inch in diameter or other litter and waster products. c. Subbase for paved surfaces (asphalt courts, paths, etc.) shall be clay that meets the requirements of Section 204 of the Standard Specifications. It shall be free from topsoil, organic matter (roots, tree stumps, etc.), rocks larger than three (3") inches in size, and building debris. 2. Unsuitable material: a. For paved areas, the soil cannot be highly organic soil; contain topsoil, roots, tree stumps, vegetable matter, trash, and debris. b. Any unsuitable material found on the site must be removed from the site and legally disposed of. 3 . Topsoil respreading: a. Topsoil shall be spread to a mimuum depth of six (6") inches across all lawns, clay and embankment filled areas, constructed berms, sledding hills, excavated areas, and over backfilled areas of all other construction. - 14 - b. All irregularities or depressions in the surface due to weathering or other causes shall be filled or leveled out before the topsoil is placed. All topsoil finish grades will provide positive drainage over all areas covered. c. If the existing surface has become hardened or crusted, it shall be disked or raked (broken up) to provide a bond between the surface and the topsoil to be applied. 4. Soil stockpile: Contractor shall not stockpile any topsoil or other soil materials on the park site without written authorization from the City. E. Grading / Filling 1 . All park areas shall maintain a minimum slope of two (2%) percent, or two (2') feet in 100 feet, and a maximum slope of three (3%) percent, or three (3 ') feet in 100 feet. The developer shall submit grading plans to the City for review during the grading approval process. 2. Drainage swales may be located on private property, either in the yards of residential units that border the park or in homeowner's association property. The park site should have a uniform slope from one end of the property to another. 3. There shall be absolutely no burying permitted of site debris, construction debris or rubbish, or any other extraneous matter on the park site(s). Areas to receive approved fill shall receive clean fill, free of large boulders, concrete, or other debris. The park site may not be used as a borrow pit. 4. At all times during construction, the Developer shall take appropriate precautions and prevent the discharge and/or dumping of hazardous wastes, liquid or solid, from his or other's operations on any sites within the development, including those to be dedicated to the City. Local Police and Fire Departments shall be notified of any temporary storage of hazardous materials during construction. 5. Environmental Assessment - For all lands to be dedicated to the City, the Developer shall provide a minimum of Phase I Environmental Assessment, produced by a recognized consultant. This assessment shall check for hidden, or unknown environmental factors including, but not limited to, buried or contaminated soils and aquifers, underground storage tanks, and dump sites. 6. An as-built of the final grading of the site is required upon completion. This includes the submittal of an AutoCAD drawing in digital format with grades shown in one (1 ') foot intervals within 60 days of a written request by the City. - 15 - SECTION 5: DETENTION AND RETENTION BASINS A. General: It is not the practice or desire of the City to accept retention/detention basins as part of a neighborhood park. Any variance from this practice must be approved by Staff and Park Board. 1 . Special consideration may be given for acceptance of detention/retention ponds if they are adjacent to other park areas and meet usability criteria at the discretion of the Staff and Board. 2. This may include, but not be limited to, safe access, fishing, incorporated trail systems, overlooks, or natural habitats. At no time shall the City accept said basins only for storm water management purposes. 3 . Should detention or retention ponds be part of the local donation, they shall meet the following requirements: a. Construction shall be in accordance with engineering drawings approved by the City and shall meet all applicable City standards. b. All changes to the plans including, but not limited to, percent of slope, grading, depth of top soil, location of structures or other improvements shall not be implemented without written approval unless first approved in writing by the City. c. Basins shall comply with state statute regarding distance from right-of-ways. d. Best management practices are encouraged, which includes the addition of rain gardens, natural water infiltration systems, meandering drainage practices, and maintenance practices typical of naturalized basins. B. Retention Basins (Wet Ponds) 1 . Design: Retention ponds shall be designed to facilitate a low degree of maintenance through natural plantings and to reduce potential hazards for users and maintenance staff. a. No pond shall be less than two (2) acres in size. BMP Practices implemented to create naturalized drainage patterns can allow for a reduction in basin size. b. Pond configuration 1 . Pond configuration shall be natural in appearance featuring varying slopes running down to the shoreline. Shoreline shall undulate at varying degrees around the pond perimeter. Shoreline areas selected for the planting of aquatic - 16 - and emerging aquatic vegetation, slope requirements shall be appropriate to ensure healthy growth and development of the specified vegetation type. 2. An area six (6') feet wide measured from the shoreline around the entire perimeter of the pond shall slope towards the pond at the rate of two (2%) percent to five (5 1/o) percent. No slope beyond the six-foot strip shall exceed a 5: 1 slope (20%). 3. Pond configuration shall have provisions in the plans to allow access for dredging, grate maintenance, and accommodation of maintenance requirements or needs. The City and developer shall jointly determine final shoreline configuration. 4. These areas shall be designed to a minimum depth of six (6') feet below normal water level. If fish are to be maintained, 25% of the pond shall be a minimum depth of twelve (12') feet. These areas must have a safety shelf that is five (5') feet to ten (10') feet in width at a depth of two (2') feet below the normal water elevation. The slope to the bottom of the pond beyond this safety shelf shall be 2: 1 and the slope up from the safety shelf to the normal water level shall be a maximum of 3: 1 . c. Inlets/ Sedimentation 1 . All storm water inlet points must have calculated desilting basins below the required six (6') foot depth. 2. Desilting basin volume shall be 500 ft3 (cubic feet) per acre of tributary impervious area. 3 . The developer shall provide engineering plans, estimating probable quantities of sediment from the watershed at five-year intervals for a 25 year period. 4. The developer shall construct sediment basins to handle the aforementioned sediment. 5. A cleaning/dredging plan shall be included with the plans. 6. The City shall approve all engineering and installation. Existing Public Ordinances and annexation agreements shall regulate all additional storm water design considerations and management. d. Buffer yards/Trails - t� - I . In areas where a trail occurs between the property line and a pond, there shall be a minimum fifty (50') foot wide buffer between the property line and the high-water level line. The fifty (50') foot wide buffer will be broken down into a minimum twenty (20') foot wide area between property line and outside edge of the path, and a minimum twelve (12') foot wide area between the inside edge of path and the high-water level line. 2. In areas where there are no paths between the property line and a pond, there shall be a minimum thirty (30') foot wide buffer between the property line and the high-water level line. e. Aeration: 1 . Developers shall incorporate aeration systems into all retention basins that do not incorporate a constant flow of water. The City shall approve all engineering and installation. f Erosion Control: 1 . Protection against erosion and water level fluctuations is required. The use of rip-rap and retaining walls as a sole means of shoreline protection will not be permitted. Stabilization shall be provided through one of the following means: a. Complete establishment of perennial ground cover, water tolerant grasses, or natural vegetation to the approval of the City standards. b. Construction of retaining walls. c. Use of rip-rap underlain by gravel and filter fabric. 2. Wetland Basin Planting Specifications: a. Soils: 1 . Hydric soils as classified by the U.S. Department of Agriculture, Soil Conservation, or the National Technical Committee for Hydric Soils. b. Plant material: 1 . Seedlings, Tubers, Rhizomes and Other Propagule Materials: Shall have at least one viable shoot or growing point capable of initiating above ground growth. 2. Plugs: Cubes or cylinders of soil containing crowns, stems, roots and rhizomes with one-half (Y2") inch or more diameter and depth sufficient to - 18 - contain rhizomes and the majority of the fibrous root systems. All plants shall be well established and have a minimum shoot height of twelve (12") inches at the time of installation (minimum one year old plants.) Plants larger than specified may be used if approved by the City. 3 . All plugs shall be free of Purple Loosestrife (Lythrum salicaria) and Cattail (Typha angustifolia) seeds, seedlings, and propagules. 4. Plants shall be of local orgin (within 200 mile radius of project site), hardy under the climatic conditions at the project site, free from insects and diseases, and having the appearance of health, vigor, and habit normal for the species. 5. Substitutions of plants will not be permitted unless authorized in writing by the City. c. Planting timeline 1 . Planting shall occur where water is present and when the soil is completely saturated. 2. Plants shall be hand-planted by hand carefully and firmly in place on the spacing specified to the minimum depth necessary to anchor them in wetland soil. 3 . If submersion of plants is required, plants shall be placed in meshed bags with non-lead weights attached to each plant and then dropped into the water. 4. The beginning and termination dates for planting shall be as follows and shall not be adjusted except as approved by the City in writing: Spring: May 1 to June 15 Fall: August 15 to September 15 d. Herbivore Protection: 1 . Steel posts, wood posts, box protection, or overhead protection are all acceptable methods of herbivore management that shall be provided to protect the plantings. Herbivore management shall be provided to protect the plantings. Herbivores are defined as, but not limited to protection from geese, ducks, muskrats, carp, and rusty crayfish. C. Detention Basins (Dry Ponds) - 19 - 1 . Design: Requirements for detention basins shall satisfy design criteria as set forth in the Grading Section of these Standards. Consideration will be given only to basins for the duel use of detention and recreation. In order to facilitate the review of park areas, the proposed outline of the detention basin at the two-year, 10-year, and 100- year high water line shall be illustrated on the preliminary plan or the P.U.D. plat. a. Basin configuration: 1 . The basin shall be natural in appearance featuring varying slopes running down to the basin bottom. Plantings shall reflect the soil and moisture content, which includes, but is not limited to: wet-mesic, mesic prairie, etc. Slope requirements shall be appropriate to ensure healthy growth and development of the specified vegetation type. 2. The bottom slope shall be a minimum of two (2%) percent except that a zero (0%) percent slope will be allowed directly over the underdrain pipes. b. Inlets: 1 . These areas shall be designed with an underdrain, subject to the approval of the City, so that ponding beyond the storage does not occur and that a good stand of grass can be maintained. 2. All incoming and outgoing conduit shall have concrete flared end sections or poured in place headwalls with grates. 3 . Two (2') foot inlets can be placed over the low flow pipe. 4. The maximum water depth below the IIWI, shall be four (4') feet. c. Buffer yards/Trails I . Buffer yards shall include natural plantings of trees, evergreens and shrubs. 2. In areas where a pedestrianibicycle trail occurs between the property line and basin, there shall be a minimum fifty (50') foot wide buffer between the property line and the high-water level line. The fifty (50') foot wide buffer will be broken down into a minimum twenty (20') foot wide area between property line and outside edge of the path, and a minimum twelve (12') wide area between the inside edge of path and the high-water level line. - 20 - 3 . In areas where there are no paths between the property line and a basin, there shall be a minimum thirty (30') foot wide buffer between the property line and the high-water level line. 2. Planting Specifications a. Soils: 1 . Topsoil shall be a loamy mixture (USDA Loam, Sandy Loam, or Silty Loam soil) with an organic content between five (5%) percent and ten (10%) percent. At least 90% must pass the 2.00 mm (No. 10) sieve and the pH must be between 5.0 and 8.0, from A horizon of local soil profiles. Topsoil shall be capable of supporting the germination of vegetation. It shall not contain toxic substances harmful to plant growth. 2. Topsoil shall be typical of the locality of the work, friable with good tilth, free from large roots, sticks, weeds, brush, subsoil, clay lumps, or stones larger than one (1 ") inch in diameter or other litter and waste products. 3. Topsoil for paved surfaces (asphalt courts, paths, etc.) shall be clay soil that meets the requirements of Section 204 of the Standard Specifications. It shall be free from topsoil, organic matter (roots, tree stumps, etc.), rocks larger than three (3") inches in size, and building debris. b. Plant Material: 1 . Seed quantities indicated shall be the amounts of pure, live seed per acre for each species listed. Pure, live seed shall be defined as the sproutable seed of a specified variety and calculated as the product of the viable germination times the purity. The seed (pounds per acre) are designed to yield specific amounts of pure, live seed per acre based on the pure, live seed percent values listed in Table H of Article 1081 .04 of the "Standard Specifications." Seed which, according to tests, has actual pure live seed yield less than the intended yield; will have the specified quantity adjusted to meet the intended pure, live seed yields. 2. All seed shall be guaranteed by the vendor to be true to name and variety. Whenever a particular orgin is specified, all seed furnished shall be guaranteed to be from that orgin. The contractor shall provide the prairie/wetland/forb seed mix showing the percentage by mass (weight) of each of the kinds of seed. 3 . All prairie/wetland/forb seed shall have the proper stratification and/or scarification to break dormancy for the appropriate planting season. - 21 - 4. Legumes: Inoculate all legumes with the proper rhizobia and rate at the appropriate time prior to planting. 5. Seed Mix: The seed mix for the prairie/wetland seed and forbs shall be as shown on the plans or as attached to these specifications. c. Seeding Time: 1 . Prior to seeding, the ground surface shall be smooth, dry, friable and of uniformly fine textures. 2. No seed shall be sown during high winds or wet conditions. 3 . All prairie grass seeding shall be done with a drill-type seeder. The optimum depth for seeding shall be one-quarter ('/d') inch. 4. All forb seed shall be mechanically or hand broadcast. Forb seed shall not be incorporated into the soil, or otherwise buried, but shall be rolled to ensure good soil/seed contact. 5. Broadcasting seed, mechanically or by hand, will only be allowed in inaccessible areas. The seed shall be covered with a thin layer of topsoil and rolled to place seed in contact with the soil. The optimum depth is one-quarter ('/4") inch. 6. No hydraulic seeding (hydro-seeding) is allowed. 7. The beginning and termination dates for prairie or wetland seeding shall be as follows and shall not be adjusted except as approved by the City in writing: Spring: May 1 to July 1 Fall: September 15 to October 1 8. All seeding requires erosion control blanket. See point G for specifications. D. Maintenance: After all initial work has been completed satisfactorily according to the specifications, the following establishment and maintenance work shall be performed by the Contractor for a period of three (3) years or until 90% of the plant material is established as outlined in the contract. The three year establishment and maintenance period shall start the following growing season after all the initial seeding/maintenance work is completed as specified and approved by the City. For initial spring seeding completed by July 15t, the maintenance period shall start September 1". For fall seeding completed by October 15t, the maintenance period shall start May lst - 22 - 1 . Maintenance, including watering, mowing, herbicide application, and burning will be required to assist the native vegetation in growth and reduce the competition of weeds until all plant material has established and matured and been accepted by the owner. a. First Year 1 . Inspection a. Contractor shall inspect planting and/or seeding areas June 1 , June 15, June 30, and not more than every 30 days thereafter during the first growing season following completion of the seeding and report findings to the City. 2. Evaluation: a. Planting and/or seeding areas will meet or exceed the following performance criteria by the end of the first growing season following seed installation: 95% overall aerial vegetative cover with no areas larger than 100 square feet with less than 75% cover, seedlings of a minimum of two planted grass species found, and seedlings of a minimum of three planted wildflower species found. 3 . Weed Control a. Review the site and treat all noxious weeds with a herbicide by a "wicking application" and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed because of overspray and the drifting down of herbicide killing the plant material below the weeds.) b. When the vegetation reaches the height of twelve (12") inches, the Contractor shall mow it to a height of six (6") inches. No more than two mowing per season is necessary. (Mowing the site helps to control weeds and allows prairie/wetland plants to compete.) 4. Species Enrichment a. Overseed or re-plant thin, bare, or weedy areas with the appropriate seed mix or plant materials per dates as specified. b. Plant herbaceous plugs for greater impact (optional). b. Second Year 1 . Inspection a. Contractor shall inspect planting and/or seeding areas once a month from May through October during the second growing season and report findings to City. 2. Evaluation a. Planting and/or seeding areas will meet or exceed the following performance criteria by June 30 of the second growing season - 23 - following seed installation: 95% overall aerial vegetative cover with no areas larger than 100 square feet with less than 75% cover, seedlings of at least 25% of all seed species found. These performance criteria will be maintained throughout the second growing season. 3 . Controlled Burn a. Prepare and obtain a controlled burn permit from the IEPA in January, b. Conduct controlled burn in early spring. (Burning is necessary to reduce the non-native weeds while promoting the desired mesic/wet- mesic species.) Weather conditions may necessitate schedule changes and shall require City approval. c. Review site and mow areas that did not burn. d. If there is not enough "fuel' to have a successful controlled burn, mowing as specified in Section 3.08,D., l .,b. shall be performed in lieu of burning. 4. Species Enrichment a. Overseed thin, bare, or weedy areas per seeding dates as specified. b. Plant herbaceous plugs for greater impact (optional). 3 . Weed Control a. Review the site and treat all noxious weeds with a herbicide by a "wicking application" and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed.) b. When the mesic/wet-mesic vegetation reaches the height of twenty- four (24") inches, the Contractor shall mow it to a height of twelve (12") inches. Only one mowing per year is necessary. c. Third Year 1 . Inspection a. Contractor shall inspect planting and/or seeding areas once a month from May through October during the third growing season and report findings to City. 2. Evaluation a. Planting and/or seeding areas will meet or exceed the following performance criteria by June 30 of the third growing season following seed installation: 99% overall aerial vegetative cover with no areas larger than 100 square feet with less than 90% cover, seedlings of at least 50% of all seed species found. These performance criteria will be maintained throughout the third growing season. 3. Controlled Bum a. Prepare and obtain a controlled burn permit from the IEPA in January. - 24 - b. Conduct controlled bum in early spring. Weather conditions may necessitate schedule changes. Such changes shall require City approval. c. Review site and mow areas that did not burn. 4. Species Enrichment a. Overseed thin, bare or weedy areas per seeding dates as specified. b. Plant herbaceous plugs for greater impact (optional). 5. Weed Control a. Review the site and treat all noxious weeds with a herbicide by a "wicking application" and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed.) b. When the mesic/wet-mesic vegetation reaches the height of twenty- four (24") inches, the Contractor shall mow it to a height of twelve (12") inches. Only one mowing per year is necessary. 2. Final Inspection and Acceptance a. Acceptance of the work will be determined through a naturalized basin report submission to the City that has been reviewed and approved. The percentage of species planted with area present and apparent as live plants must meet IDNR and USACE standards. b. If the performance standards are not met, the contractor shall reseed, replant, and remulch as specified herein all unacceptable areas to the satisfaction of the City. E. Inlet and grate design 1 . All grates for drainage inlets shall be bicycle safe and accessible per the ADA when placed in walkways or drives. 2. All trash covers for storm inlets shall have a maximum opening of three and one-half (3 .5") inch square to prevent a child's head entrapment. All grates on drain culverts and pipe inlets and outlets shall be bolted in place. F. Turf Grass . 1 . Developers shall install turf grass in agreement with the City. This work shall occur after the placement of all topsoil, fine grading, and installation of sidewalks, pathways, and plant material. - 25 - 2. All park access points of 100 ft. width or less shall be sodded. Sodding procedures shall be in compliance with all City regulations regarding sodding and watering practices. 3. The seed shall be a premixed Bluegrass / Ryegrass mixture approved by the City. The mixture shall be by weight a 70% mixture of three (3) Kentucky Bluegrasses (equal percentages) and a 30% mixture of three (3) perennial Ryegrasses (equal percentages). The mixture shall be sown at the rate of 220 lbs. per acre. All seed shall be certified 98% purity and 80% germination. 4. Prior to seeding, all lawn areas shall be fertilized with an approved starter fertilizer at an approved rate. The fertilizer shall be cultivated into the top three inches of the topsoil. 5. The seeding season for turf grass shall be as follows and shall not be adjusted except as approved by the City in writing: Spring: April 1 to May 15 Fall: August 15 to October 1 6. The developer shall reseed all areas that do not germinate and repair all eroded areas and reseed them until 90% germination has taken place. All other aspects of maintenance will be done by the City after the property is accepted. G. Mulching 1 . Erosion Control Blanket: All seeded areas less than 3 : 1 slope shall be mulched within twenty four (24) hours of seeding. a. Seeding areas designated to receive erosion control blanket shall be covered with biodegradable seed blanket as specified. b. All seeded areas of slopes steeper than 4: 1 , the bottom of swales and around drainage structures, should be covered with erosion control blanket the same day as seeded. c. The blanket shall be laid out flat, evenly and smoothly, without stretching the material. The blankets shall be placed to that the netting is on the top and the fibers are in contact with the soil. d. For placement in ditches, the blankets shall be applied in the direction of the flow of the water and butted snugly against each other. e. All blankets shall be stapled in place, using four (4) staples across the upstream end at the start of each roll and placing staples on four (4') foot centers along each side. A common row of staples shall be used along - 26 - seams of adjoining blankets. All seams shall overlay at least two (2") inches. On slopes, the blankets shall be applied either horizontally or vertically to the contour and stapled in place similar to ditch applications except that the staple space interval shall be six (6') feet. 2. Areas seeded with an annual temporary mix to prevent erosion until permanent seeding is completed, does not require mulching. 3. Turfgrass seeding areas shall be mulched in accordance with the `Standard Specifications' . Contractor is responsible for obtaining all water for the work. 4. All seeded areas less than 4: 1 slope should be mulched within 24 hours of seeding using straw with tackifier. Straw — rate: two (2) tons (40001bs.) per acre Mulch binder for straw — 401bs. per acre H. Greenways/Wetlands/Floodplain Areas: For areas of natural habitat re-establishment or enhancement such as floodplains, wetlands, or greenways, the Developer shall submit complete installation and maintenance plans to the City prior to acceptance of the development plat. I. Conservation and Protected Areas: For areas to be dedicated, as a conservation or protected area, an environmental study including a topographic map shall be completed by the developer identifying the endangered and protected areas, summary of floristic quality, wetland, and floodplain maps and inventory of wildlife, vegetation, and habitats. Watershed areas shall be identified with recommendations for management. All studies shall be completed prior to the land dedication. Developer shall comply with all City wetland standards. J. Lakes: Any body of water considered a lake, or large body of water, will be considered on a case-by-case basis. Preliminary submissions should include a condition report, and future maintenance requirements. 27 _ SECTION 6: NATURAL AREAS A. General: It is not the practice or desire of the City to accept any natural area, including, but not limited to woodlands, greenways, or conservation areas, as part of a park. Any variance from this practice must be approved by Staff and Park Board. 1 . Special consideration may be given for acceptance of natural areas if they are adjacent to other park areas, include threatened or endangered plants, specimen trees species, wildlife habitat, create a vital link in the parks master plans, and meet usability criteria at the discretion of the Staff and Board. 2. This may include, but not be limited to, safe access, incorporated trail systems, overlooks, or natural habitats. 3. Woodlands: should woodlands be part of the local donation, they shall meet the following requirements: a. A tree survey, as outlined in the Landscape Ordinance, shall be completed and submitted. This shall include the site topography and future development plans. b. Outflow from subsurface drains must not be allowed to pass through the riparian forest in pipes or tile thus circumventing the treatment processes. c. Outflow is not allowed to be directly piped into riparian forests. Backyards shall slope to the side of the lot and drain into an inlet, or follow a swale to the street. Turfgrass runoff shall not directly infiltrate the woodland. I It can be expected that the developer will assume responsibility to bring the woodland to park standards. In cases where existing trees and shrubbery are present on the site, deadwood, undesirable trees, and thinning of dense growth, which may include branches or entire trees and shrubs, shall be removed. All stumps shall be ground to twelve (12") inches below grade, backfilled and restored in accordance with grading and seeding requirements. Improvements standards includes, but are not limited to, the following items: - 28 - I . Clear understory trees 2. Remove dead or decaying material 3 . Remove hanging tree limbs 4. Clear vines from trees 5 . Clear underbrush 6. Clear invasive species and noxious weeds 7. Perform a prescribed burn (by certified contractor) 8. Clear fence or repair damaged fence B. Management Practices: If the natural area is to be conveyed to the City or Homeowner's Association. Details and specifications must be included with the landscape plan submittal. The following methods/practices must be followed to manage the natural area: 1 . Best Management Practice (BMP) this shall include, but is not limited to minimizing site disturbance, providing tree protection, installing silt fence, etc. Changes to the plans including, but not limited to, percent of slope, grading, depth of top soil, location of structures or any other improvements shall not be implemented unless first approved in writing by the City. 2. Integrated Pest Management (IPM) use a combination of manual, mechanical, biological, chemical and preventative techniques to minimize the impact of insects, diseases, and unwanted vegetation. Common chemicals used in forest land management are generally pesticides (insecticides, herbicides, and fungicides) and fertilizer. These chemicals are used to control pests - including insects, diseases, and unwanted vegetation - and to enhance tree growth. 3. Streamside management zones (SMZs) includes land and vegetation areas next to lakes and streams where management practices are modified to protect water quality, fish, and other aquatic resources. These areas are complex ecosystems that provide food, habitat and movement corridors for both water and land communities. Also, because these areas are next to water, SMZs help minimize nonpoint source pollution to surface waters. C. Development Standards: City staff will evaluate the condition of the natural area to be dedicated. A report submitted by the developer will outline the items the developer is responsible for completing prior to conveyance. The report shall include, but is not limited to, the following items: 1 . Environmental Assessment 2. Species survey/habitat 3. Historical survey/Archaeological study 4. Wetland survey - 29 - SECTION 7: PLANTING SPECIFICATIONS A. Existing vegetation includes, but is not limited to, trees, shrubs, grasses, perennials, groundcovers and wildflowers shall be protected during the construction process if determined by the City to be preserved. Development plans shall include methods of protecting such vegetation during the developer's construction process. B. New Landscaping 1 . Planting Standards a. All landscape material shall meet the standards of the "American Standard for Nursery Stock" (ANSI Z60. 1-2004) of the American Standard of Nurserymen. b. All plant material must be grown in Northern or Central Illinois. c. The limits for the source of plant material shall be zones 5a and 5b in Northern Illinois only. Plant hardiness zones shall be as designated in the current Miscellaneous Publication No. 814, Agricultural Research Service USDA. All Illinois counties located in sub-zone 5a shall be considered a part of sub-zone 5b. c. The plants and material shall be inspected by the City at the nursery and project site if they so desire. The City reserves the right to tag material prior to digging. d. Trees planted in parks shall be a minimum size of: SHADE ............................................................. 2 %z" caliper BB ORNAMENTAL .............................................. 2 '/z" caliper BB (single stem) 6' BB (multi-stem) EVERGREEN .................................................. 6' BB Plants marked `BB" are to be balled and burlapped, and shall be dug with a sufficient quantity of earth taken equally on all sides and bottom of the plants to include the depth of the roots according to species. The balls shall be prepared in a workmanlike manner and firmly bound. - 30 - 2. Backfill mixtures a. Backfill may be excavated topsoil. The backfill shall, at the time of planting, be in a loose, friable condition. b. Mixture for backfilling plant holes of all deciduous trees, shrubs, and evergreen plant material shall consist of approved topsoil as needed to match the level of existing grade. c. Mixture for broadleaved evergreens shall consist of one-half ('/z) volume topsoil mixed with one-half (%2) volume uncompressed sphagnum peat moss or one-third (`/3) volume topsoil, one-third (Ya) volume sphagnum peat moss and one-third ('/3) volume coarse sand pH 6.5 or lower. d. The beds for groundcovers, perennials, annuals, etc., shall consist of one-half ('/z) volume topsoil, one-fourth (1/4) volume peat moss and one-fourth ('/4) volume mushroom compost (composted manure). Beds shall be cultivated to a depth of six (6") inches and be raked smooth during the process of plant installation. 3 . Planting a. Regardless of calendar date, trees must be dormant at the time they arrive at the site of the work or storage site. If trees are dug in-season, they must be properly watered and sheltered until the time of planting. 1 . Spring Planting: This work shall be performed from the time the soil can be worked until the plant, under field conditions, is not dormant. Evergreen planting shall terminate on May 15, perennial planting shall terminate on May 15 . 4. Fall Planting: This work shall be performed from the time the plant becomes dormant until the ground cannot be satisfactorily worked except that evergreen planting shall be performed between September 1 and October 31 and perennial planting shall be between August 15 and September 15. b. Excavation of Plant Holes 1 . The sides of all plant holes shall be angled at approximately 45 degrees. All plant holes shall be dug in such a manner that the inside surfaces of the hole shall be in a loose friable condition prior to planting. Glazed or compacted sides will not be permitted. 2. The equipment used to dig the plant holes must be approved by the City Staff: - 31 - 3. Plant holes shall be twice the diameter of the root ball. The root ball shall set on compacted, undisturbed earth. 4. On slopes, the depth of excavation will be measured at the center of the hole. c. Planting Procedures 1 . All plants shall be placed in a plumb position and set at the same depth as they grew in the nursery field. Backfill shall be placed around the root system. 2. Tamping or watering shall accompany the backfilling operation to eliminate air pockets. Set the base of the tree trunk two inches above the surrounding soil. 4. Planting Operation a. Plants shall be set in the center of the holes, plumb and straight at such a level that after settlement, the crown of the ball will be slightly above finished grade. 1 . All balled and burlapped plants shall have the twine or ropes removed that secures the burlap to the trunk of the plant. 2. All wire baskets around the ball of the tree shall be cut away from the top one half of the ball. 3. The top one-third (i/3) of burlap shall be removed from the balls after setting the plant in the hole. 4. Container grown plants shall have the container removed with care as to not break the ball of soil that contains the root system. If the root system is "pot bound", scarify before placing in the hole. 5. A circular water saucer with the soil shall be constructed around each individual plant. 5. Watering a. A thorough watering of trees, with a method approved by the City shall follow the backfilling operation. This watering shall completely saturate the backfll and be performed during the same day of planting. After the ground settles as a result of the watering, additional backfll shall be placed to match the level of the finished grade. b. Approved watering equipment shall be at the site of the work and in operational condition prior to starting the planting operation. - 32 - c. All water must be provided by developer or contractor. 6. Mulching/Wrapping a. Immediately after watering, plants shall be mulched. A layer of wood chips shall be used to cover the circular water saucer to a depth of four (4") inches when settled. b. All mulching shall be kept in a minimum of six (6") inches from the trunk of all trees and shrubs. c. Immediately after planting, trunks of all deciduous trees shall be wrapped spirally from the ground to the lowest major branch (after pruning) overlapping the wrap at least one-third (/) of its width. Trees shall not remain wrapped during the summer months. 7. Pruning Procedures a. Qualified personnel, experienced in horticultural practices and operations, shall perform all pruning. The method and location of pruning and the percentage of growth to be removed shall meet the approval of the City. All pruning shall be done with sharp tools in accordance with the best horticultural practices. b. Pruning shall consist of thinning the twigs or branches as dictated by the habit of growth and the various types of the trees to be pruned, and as directed by the City. The leader and terminal buds shall not be cut unless directed by the owner. c. The ends of all broken and damaged roots one-quarter ('/4) inch or larger shall be pruned with a clean cut, removing only the injured portion. All broken branches, stubs, and improper cuts of former pruning shall be removed. d. Evergreens shall not be pruned except to remove broken branches. - 33 - SECTION 8: PATHWAYS AND TRAILS A. Trail Standards 1 . The following standards shall be used in design and development of both local and regional trails: a. The design and development of the trail system shall be in accordance with the most recent Guide for the Development of Bicycle Facilities, as published by the American Association of State Highway and Transportation Officials (AASHTO). b. A minimum design speed of 20 mph shall be used for bicycles on the trail. When the grade exceeds four (4%) percent, a design speed of 30 mph is advisable. c. The minimum horizontal radius of curvature at 20 mph shall be at 30 feet, and at 30 mph, 90 feet. d. For most trail applications, the super-elevation rate shall vary from a minimum of two (2%) percent to a maximum of approximately five and one-quarter (5.25%) percent. The minimum super-elevation rate of two (2%) percent will be adequate for most conditions. e. Grades i. Vertical grade on the trail shall be kept to a minimum, although it may not be possible in some areas. A grade of five (5%) percent should not be longer than 800 feet. A grade of eight (8%) percent (12: 1) will be the maximum to allow for handicapped accessibility. ii. Horizontal grade shall slope the trail surface in one direction at the maximum rate of two (2%) percent. iii. The grade for trails adjacent to and part of an existing roadway shall be the same as the roadway. - 34 - iv. A ten (10') foot wide area with a maximum slope of 20: 1 shall be adjacent to both sides of the trail. B. Inventory of Existing Facilities 1 . An inventory and site analysis of the existing conditions and facilities along the proposed trail shall be conducted to determine their effect and relationship on the design, development, and usage of the trail. The site analysis includes, but is not limited to the following: a. Review of the proposed trail locations to determine their impact on all adjacent property owners and land uses. b. A review of the proposed trail locations, structures, and adjacent facilities for all historical, unique, or local significance. c. Analysis of all bridges and drainage structures to determine their compliance with the local and state minimum loading requirements, if applicable. d. Identification of significant or unique ecosystems. C. Trail Access 1 . Appropriate ingress and egress to the trail system shall be designed for all authorized users, emergency and maintenance vehicles. Entry points shall be designed to control and prevent access by unauthorized vehicles. a. Major entry points are located at or near the beginning and termination of the trail, at major or special points of interest along the trail, and at locations to provide maintenance of the trail. b. Minor entry points are locations along the trail for the purpose of allowing users to enter the trail. c. Road crossings shall be considered entry points and access will be provided. d. Parking facilities, information for users (park signs, trail I.D. signs, information signs, traffic signs, display cases, etc.), site amenities (bike racks, benches, picnic tables, drinking fountains, etc.), access for maintenance, emergency and security vehicles, items to prevent unauthorized use and assist with security (bollards, drop gates, fencing, etc.), landscaping for aesthetics and function (shade, screening, delineation and beautification) shall be considered at appropriate ingress and egress locations. D. Roadway and Crossing Signage - 35 - 1 . Approved standard precautions and signage shall be used in the design of the trail at intersections with the roadway. a. Warning signs identifying an intersection with a roadway shall be posted a minimum of 200 feet before the intersections. b. Stop signs shall be posted for the trail user at the intersection of the roadway. A sign with the cross street name shall be located below the stop sign. c. Striped crosswalks shall be the same width as the trail and shall consist of two parallel six (6") inch white thermoplastic lines. d. All roadway crossings must be ADA compliant with red concrete with truncated dome stamp installed at each intersection. 2. A uniform signage system incorporating the Park and Recreation Department and the United City of Yorkville sign standards shall be designed for the trail. Where applicable, signage in conjunction with roadways should conform to the guidelines of the Manual on Uniform Traffic Control Devices (MUTCD). Signage shall be placed on posts or on the pavement, or on both where necessary. All signage shall be approved by the Parks Department prior to installation. The signage shall include the following: a. Rules and regulations for usage of the trail (posted at all major access points). b. Information, interpretative, points of interest, directional, and warning signs (posted as applicable). c. Park identification signs. d. A four (4") inch wide yellow centerline stripe shall be used to separate opposite directions of travel on primary trails, as determined by Staff. E. Sight and Stopping Distance 1 . Sight and stopping distance is the distance required to see an obstruction, react to it, and brake to stop. The formulas and charts in the Guide for the Development of Bicycle Facilities shall be used for each special location to insure minimum safe sight and stopping distances. For example: A five (5%) percent grade would require approximately 260 feet of stopping distance. F. Widths and Clearances - 36 - 1 . The paved width and the operating width required for a shared use path are primary design considerations. The current width for all primary trails shall be ten (10') feet, not including the area needed for shoulders. A reduced width of eight (8') feet can be used at the approval of Park Department and City Staff. a. There will be good horizontal and vertical alignment providing safe and frequent passing opportunities. b. During normal maintenance activities the path will not be subjected to maintenance vehicle loading conditions that would cause pavement edge damage. c. A minimum two (2') foot wide level graded shoulder with grass is required on each side for safety clearance. d. Vertical clearance shall be a minimum of eight (8') feet above the trail. G. Trail and Roadway Bridges 1 . Bridges shall be installed to connect trails across valleys, streams, creeks, ravines, etc. a. New bridges shall be constructed with a minimum width of ten (10') feet. On existing bridges, an eight (8') foot width is acceptable. b. Bridges designed for bicycles shall be designed for pedestrian live loads. Where appropriate, the design shall accommodate maintenance and emergency vehicles. A barrier shall be provided to prevent use by unauthorized vehicles. c. A minimum clearance width for trails shall be the same as the approaching paved trail. The desirable clearance width shall be the minimum two (2') feet towards the handrail side. d. Handrails, barriers, or fences shall be a minimum of forty-two (42") inches high and located on both sides of the trail where appropriate. Taller barriers or fence sections may be desired at locations such as a highway or ravine. e. On all bridge decks, bicycle safe expansion joints shall be used at all joints and transition points. H. Cross Sections 1 . The trail surface shall be suitable for bicyclists, joggers, roller bladers, walkers, etc. and it shall be handicap accessible. The trail shall be designed to accommodate the wheel loads of occasional emergency, patrol, construction and routine maintenance - 37 - vehicles. The following cross sections as shown in the detail below are typical for the majority of the applications. Of o �e z�muE�TEOertvurcwus av surawnvF UUCUa o ' o as o n.N•c.roxFr+TCSlze DT ,, j' °4 0. 0 COMVNCIO..AfiPH(1 EN e dE 1IGd OunMTONI -- �rttITOPSgTNNSEEO. v ONANN OFFFFTTRN xm E CN056 OFE C,Y km.wwV OCOTF G FM1B FM STEBLE=L ruwwrtw.0 u'uu[ Mq CM1P..CiCD 5.`3CCCOF WH93UlTOH.11b 1Mi@uL991Vtt `mTQF' Raa WPM LONr SIX WIIFFLFRI [IN Af/AROA4mWIM SNITS BFAJ 9PFGIF TIONb FOR RO UIO 9RWr OJNbTRmrI ' I. Subgrade and (D WIL oeran. Base COUYSe IV G�VEMEMlNTOTH armu. 1 . The area shall be excavated to the depth required, graded, and compacted. Geo-textile fabric Amoco 4551 shall be used for subgrade stabilization in areas of non-granular soils. Twelve (12") inch diameter or greater RCP pipe with flared-end-sections with metal grates shall be used for all culverts with the opening of flared-end-sections a minimum of two (2') foot from the trail edge. 2. Aggregate base course (Type B): eight (8") inch compacted thickness of aggregate base course of crushed limestone (CA-6 gradation) shall be placed and compacted on the prepared subgrade. 3 . A subgrade proof-roll for trails will be required. The proof-roll vehicle shall be a tandem-axle dump truck carrying at least 14 tons of aggregate. A delivery ticket confirming the weight of aggregate is required. Any subgrade deflections in excess of two (2") inches will require over-excavation of the subgrade and a follow-up proof- roll after the aggregate base is placed. If the subgrade passes the proof-roll test with no deflections in excess of two (2") inches, then no additional proof-rolls will be required. Any deflections in excess of one (1") inch during follow-up proof-rolls will require thickening of the asphalt section by an amount to be determined by the city. J. Surface Course 1 . Limestone screening surfaces shall consist of limestone screenings (FA-5) with a minimum compacted thickness of two (2") inches to be placed and compacted on the prepared aggregate base course. The finished surface shall meet all minimum slope requirements, and be free of ruts, depressions, or humps. - 38 - 2. Bituminous concrete surface course shall be two (2") inch compacted thickness of bituminous asphalt surface course and shall be placed on the prepared aggregate base course. The finished surface shall meet all minimum slope requirements and compaction tests and be free of ruts, depressions, or humps. 3 . The concrete surface should be a minimum thickness of five (5") inches of concrete on an aggregate base course, and six (6") inches thick where it crosses driveways, farm lanes, or other areas where vehicular traffic is anticipated. The concrete shall have a minimum breaking point of 3500 p.s.i. at 28 days and the finished surface should have a cross slope of one-quarter ('/a") inches per foot. Broom finish tooled joints every six (6') feet. Expansion joints every 100 feet. 4. Stamped concrete must follow the IDOT standard. 5. Porous pavement can be used for trails and must follow the most current industry standards and installed by a contractor knowledgeable in the trade. All designs are subject to City approval. 6. Concrete pavers are not desired for bike trails unless they are incorporated into a trail head and will meet the industry standards for concrete pavers. K. Additional Site Improvements 1 . Sitting areas: Areas specifically designated where trail users may safely stop and site and/or rest adjacent to or away from the trail. Sitting areas will be located in conjunction with existing or proposed parks, historic, scenic, or unique points of interest. a. Each location will be individually designed and take into consideration the existing features of the site and trail alignment. b. The design of a sitting area will be an integral part of the final approved site plan for the park. c. The design of a sitting area along the trail itself will not interfere with user traffic. 2. Landscaping: Additional landscaping may be required to buffer residential, commercial, or industrial as recommended by Staff. a. The landscape plan approved must be compliant with the City's Landscape Ordinance. b. Fencing may be considered (where necessary) because of right-of-way space limitations. The fencing shall be appropriately designed to be consistent with the - 39 - character of the location and trail system. Fencing must meet the ordinance requirements and be approved by the City. L. Trail Conversions 1 . Existing gravel trails must be graded, and receive additional crushed limestone (CA-6 gradation) for proper grading and drainage, compacted, and paved with one of the surface treatments under ` Surface Course' . SECTION 9: PLAYGROUND IMPROVEMENTS: A. Playground or other park improvements desired by the developer must submit all construction methods, including, but not limited to, equipment, materials, grading, and drainage. B. Playgrounds shall be designed with accessible curbing, concrete retaining curb, and surfacing as shown on the following details. PLAYGROUND SAFETY SURFACE t. The playground saMeaufime shall he an engineered wood fiber made hem vbgin hardwoods. with no chomints or recycled or used materials, 2. 11 shall meet or exceed all moment playground sorfmong guidelines and comply wgh ADA mauheamnlafor Mmelchelr accesalblliry and shock ebsoMenry. 3. Tne Chy shell mcelw a sample of me wood fiber surface and dre name of IM1e supplier fwapproval. PLAYGROUND BORDER A UNIFORM LOOSE SURFACE F 1T T READ TO FINISHED GRADE A UNIFORM TO A 1 E DEPTH OF IG TO COMPACT TO A 1Y DEPTH Iii —s, 8 �) FILTER FABRIC AS SPECIFIED F DEPTH'CLEAN"PEA GRAVEL (CA-18) PPVC PERFORATED PIPE AS SPECIFIED MAXIMUM COMPACTED SUBGRADE (, SAFETY SURFACE AND DRAINAGE DETAIL V RADIUS MUSH F WISH(EOTH SIDES Of CURE) FlNKN BACKSIDE 2-W REENLCONIIWOUSTHEW3NClrt Of WHO (EXCEPTATEACHEXPANEIONJOWT WRXOOWELOAREN OACNfhL WITH NH.OF ]. LE'LONG SO 9M00TH UTWEI MM FOR HIMIOPOF MO WENORE49EDMRNCAPS NROFOR FIH6XOIUOE {'T CNONEENOLOGAT FVEW EFORAEO E%PANSgNJOINi AT EVERY ffi Fi. ---% YOFOUNO SUM SURFACE IsEvERru Fr.. .I C A(TlED LREMEEOEDESTONE(CAE) I II i coNPAC?E SUeERwE - PLAYGROUND CONCRETE CONCRETE CURB DETAIL NOTTOSCALE C. Until acceptance by the Park Board, the developer shall maintain any park improvements in a safe and clean condition, including inspections for dangerous objects, vandalism, and wear and tear. Turf must be fully established and all improvements and requirements specified in this document must be completed prior to City acceptance. - 41 - SECTION 10: DEVELOPER OBLIGATIONS The following items are regulations and requirements of all developer improved park land until accepted by the City. A. General 1 . All rubbish and debris including, but not limited to, old tires, construction material, fencing, tree houses, trash, and other material not desired by the City, shall be removed from the site. 2. The City shall not be held liable for any damages that may occur on such a park site, and shall be held free and harmless from any and all claims that may be submitted. 3 . All storm water structures shall include proper grates and covers to protect the public and shall be maintained free of debris to ensure unrestricted flow of storm water runoff. B. Turf 1 . Turf shall be mowed at regular intervals and shall not exceed four and one-half (4.5") inches in height. 2. Areas of erosion, including but not limited to swales, slopes and around storm structures shall be repaired/restored in accordance with grading and seeding requirements. All areas within ten (10') feet of on-site structures shall be sodded - 42 - rather than seeded for erosion control purposes. Full establishment of turf is required before acceptance. 3. In cases where existing trees and shrubbery are present on the site, deadwood and undesirable trees or thinning of dense growth shall be removed. This may include branches or entire trees and shrubs. All stumps shall be ground to twelve (12") inches below grade, backfilled and restored in accordance with grading and seeding requirements. 4. Fully established turf is defined as 90% free of weeds and bare spots, vigorously growing, and containing a well established root system with multiple blades per plant. C. Planting 1 . Maintenance shall begin immediately after the planting is completed and shall continue until final inspection and acceptance. This shall consist of weeding, watering, mulching, spraying, resetting plants to proper grades or upright position, repair of water saucers or other work that is necessary to maintain the health and satisfactory appearance of the plantings. 2. Watering: Additional watering, up to 50 gallons per tree, shall be performed at least once within every 30 days during the months of May through October. The schedule for watering within the 30 day increment will be determined by the City. Should excessive moisture conditions prevail, the owner may delete any or all of the additional watering cycles or any part of said cycles. The contractor shall not be relieved in any way from the responsibility for unsatisfactory plants due to the amount of supplemental watering. 3. Weeding: Weeds and grass growth shall be removed from within the earthen saucer of individual trees and from the area within the periphery of the mulched plant beds. This weeding shall be performed at least once during the months of May through October. The City will determine the weeding schedule. The contractor shall not be relieved in any way from the responsibility for unsatisfactory plants due to the extent of weeding. 4. The contractor shall guarantee all plant material for a period of one (1) year from the date the plants are accepted by the City. 5. All plant material, which dies within 30 days after being planted, shall be replaced immediately and be considered part of the original planting. The guarantee period of one (1 ) year shall take effect from the date of planting. - 43 - REFERENCES Guide for the Development of Bicycle Facilities, AASHTO, 1999 Illinois Department of Transportation Standard Specifications, 2002 Kendall County Trails and Greenways Plan, 2004 United City of Yorkville Land Cash Ordinance United City of Yorkville Park Development Standards, 2004 United City of Yorkville Standard Specifications for Improvements Yorkville Parks and Recreation Department, Bicycle/Pedestrian Trail System, Standards and Design, 2002 - 44 _ `QED C/py Reviewed By: Agenda Item Number J� -0 Legal ❑ Finance ❑ EST. l 1836 Engineer ' •�^1' Tracking Number L City Administrator ❑ C9 `20 Consultant ❑ <ILE ��Y ❑ Agenda Item Summary Memo Title: Sunfield Restaurant—Rt.34 Sidewalk Easement Meeting and Date• February 18, 2008 Public Works Committee Synopsis: This easement for public sidewalk is to accommodate construction of traffic signals and future Route 34 widening. 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: ♦q�CO C�TJ' Memorandum ESL 1936 To: Brendan McLaughlin, City A strator From: Joe Wywrot, City Engineer _ L CC: Lisa Pickering, Deputy City k j Date: January 8,2008 Subject: Sunfield Restaurant—Route 34 Sidewalk Easement Attached find a plat of easement for public sidewalk on the Sunfield Restaurant property located at the southwest comer of Route 34 and Marketplace Drive. The approved site plan called for the sidewalk along the Route 34 frontage to be located one foot inside the IDOT right-of-way. IDOT and Tucker Development afterwards requested that the sidewalk be located one foot outside the IDOT right-of-way.The reason for the change is to accommodate the proposed traffic signals to be constructed this coming spring at this intersection, as well as future Route 34 widening.Tom Saliu,the owner of Sunfield Restaurant,has granted the easement. When the sidewalk is constructed in the spring it will be located in the easement. I recommend that this easement be approved and recorded.Please place this item on the Public Works Committee agenda of February 18,2008 for consideration. z NNENY C�PoRAnpt PLAT OF EASEMENT 8X,59NG P.LH ' 7as cwrnA[ AURAL svITE 3RN i MG0..W0 PMT, NYVas 60]5 OF " RFT RN TO PART OF LOT D IN TORRWCIP MARKETPLACE, BEING A SUBWN9ION' OF PART OF SECTION 28. TOWNSHIP 37 NORTH, RANGE J EAST OF THE THIRD PRINCIPAL lm tl0. ywttMU£ MERIDIAN ACCORDING TO ME PUT THEREOF RECORDED MARCH 07 2002 AS DOCUMENT No, 2002OW05924 IN KENDALL COUNTY, ILUN06, BW WINE FARM x0A0 roRNwuE n eosaa GRAPHIC SCALE n al 867 ) we . TO rt OW4pjMrM- l O RNU'0.S I _° _NO- 34 BASS CF MAiN6^ DIE JEFF NG SMO FOR TOTS Ali e.ICV W WtaR 4 raAxf°PRI' THE NORTH UK OF GAR :IE MA NlrP.ICC RClERnED MARDI OY. Z00P" TM ceca '/m 47 er $ 1 V _ As oacu ENr w, zaaoawWH4, dWNES1e�RTF1�piE FI " MARINO K AND NWm UK S we"OF E e STATE OF ILLINOIS) --1",— ~�-°�oty CQUIRM, to AS SS 1 oac°mWxT xRN�`MMPx rs _ r can' EAU J 9 COUNTY aF `^"` r i �_ >NVeia ob+nelV[ryr pe Mwna5 It r E d4' r - -L'�q.A.tl�='�:�'-.. 2" E 240.21' P xT hlR 011 7 $ GENERAL C O[IiORS wwc unurc kA5Exwt THIS IS Td C€RTFY THAT ME UNOF.RSIGNEO IS Afl ME HOLDER OF WE 587497 OMVu SPQtra f _ HE RGHF Or ALL E/RIEY HFS CAUSED ME DESCRIBED 5ANE TO BE PLATTED FOR THAT THE $ n'-�4^•xxe x; EepCONKrt 10. :. $1 ITTARE PURPOSES OF �C�RAARGING EASEMENTS AS SHORN HEREON. r� `� 1 N 83'491z• W`22j3� a AM �mmEH� I IN � 2.) ) R. E��nRy P� �µR meNru{ EASEMENT gT�. DATED THIS ILI DAY OF All ..� UEFi, � r SIy]�MyLr. 4R�E"'!'naxtAF�4 ay Oa?. - SfGNED. R AT _ _J { _ •_ POCPo boM3 2 D _ PO.? . STONED � A � �� y 5 0710'4a, NOTARY PUBLIC CERIIFlCATE ANSI 9.80' STATE OF ILLINOIS ) tlaii( )95 1 al.. L EI '. CWNtt OF ( ( n A NOTARY PUBLIC IN AND FOR THE ' O 1 1 i _ �� Y � H COUNTY AND STATE AFORESAID. DO HEREBY CERTIFY THAT FOUVW .Y`i,"a:_ AND WHO ARE PERSONALLY KNOM TO ME TO BE THE SAME WHOSE NAMES ME f 1 L 1 Y� I Mg SUBSCRIBED TO FOREGOING CERTIflCAM APPEARED BEFORE ME THIS p� ^< g 1 E ' m ' f SIDEWALK EAGEMEI:T PROVISIONS g DAY IN PERSON AND ACKNOWLEDGED THAT THEY DID SIGN AND DELIVER ° I MM INSTRUMENT AS A FREE aND Vq.UryTART ACT FOR THE USES AFRO 3' u = -' ( m ' [ 'A PERMANENT NON-MIDSLVE EASEMENT IS HEREBY RESERVED FOR AND i °,q i GRANTED TO THE UNTIED Ott OF YCRKNU.E, IWNOIS, AND TO MEIft PURPOSES tIEREN SET FORTH. / r` L" or ' SUCCESSORS AND ASSIGNS. IN. UPON.: ACROSS, DYER UNDER AND THROUGH ' i �qg GIVEN UNDER MT HAND AND NOTURIAL SEAT, THIS DAY OF I _v_°4 p r k ( :THOSE AREAS SHOWN HEREON AND LABELED AS "SIDEWALK CA5EMENY, yT '- ER .o,. _ { FOR ME PURPOSEOF INSTALLING, CONSTRUCTING, INSREC"RNG: OPERATING, S al !!! ) REPLACING, BIDDERS ALTERING. ENLARGING, REMLMNtl,REPAIR NO, at A Xra 1 A D.. 20 r� EA3 ' ( s s14s lr „ n'521, ^ I CIiANII . AND MAINTAINING PEDESTRIAN SIDEWALK$ AND SUCH APPURTENANCES AND AODITONS THERETO AS SAID CITY MAY DEN 1 � a.ZryC,1�ItL�(„f _ 1 :NECESSARY TOGETHER ARM THE RIGHT OF ACCESS ACROSS ME EASEMENT Y _ i I { 1 1 .MARKED ON THE PARCEL FOR THE NECESSARY PERSONNEL. AND EQUIPMENT. 1 TO DO ANY OR ALL OF THE ADOVE )MARK THE RIGHT IS ALSO HEREBY NOTARY PUDLIC p GRAMEtr TO DEBT CITY M WT DOYM TREK OR REMOVE ANY TREES. _ I ' t 4��PIXS '�`®� y. 1 j SHRUBS OR OTtIM PIANT3 THAT INTERFERE `ATH THE OPERATOR OF OR SAIW EEASEEMEN CH FAg4l1ES, M, ON, UPON. ACROSS, UNDER OR RIRWZM On COUNCIL CERTIFlWTE 1111 L w . STATE OF ILLINOIS) COUNTY OF KENDALL}S Eam =mma " APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF ME A ., Q BEGINNING AT RTE NORTHt1EST CORNER OF LOT 8 IN YORKVD.LE UNITED CITY Of YORKNLLE, ILLINC43 THIS _OAT Wti f a MARKETPLACE,NGI I BLIND A THIRD PQDN d.' S MERIDIAN 20,ACCORDING. 3X E PU � ) RANGE F RA6hDED ME CH 0 PRINCIPAL MERIDIAN ACCORDING TO A, PLAT rF .:' 1.. THEREOF RECORDED MARCH P) 2002 O DOCUMENT 200200M0592q RENDALL COUNTY,. IWNgs, THENCE SOUTH BY DEGREES-#9 MINUTES 12 �- TM �- SECONDS EAST ALONG THE SOUTHERLY RIGHT OF WAY LINE OF LS MUM Q 34 PER DOCUMENT'dh3616..ALSO REWGTHE NORTHERLY UNE OF SAID 0 LOT B A DISTANCE OF RACIST FEET TO THE SOUMR£STERLY . =g I RGNT-OP-MY UNE OF SAID U.S ROUTE 34 PER COMMENT J 2002000067661 THENCE SOUTH 37 DEGREES AS MINUTES. I2 SECONDS EAST ' , MAYOR X s ( .. 1 ALOND SAID SOJMMESIERLY RIGHT-OF-WAY UNE 39,60 FEET TO WEST (_ 1 LINE OF AN PEDESTRIAN AI SIDEYLM:R EASEMENT, RECORDED OCTOBER 3T, f ,; Z I - 2006 AS DOCUMENT ]DO60003529E FRANCE $DOM 07 DEGREES 16 MINUTES 48 SECONDS WEST ALONG SAID BEST UNE GEM, FEET TO A URA ' , . �, ° i THAT IS 7,00 FEET.SOUTHWESTERLY OF AND PARALLEL WHH, SAO } T�' -I RKMr OF-WAY ONE..IHERCK NORTH# 32 DEGREES 40 W On K'S ! MINUTES I2 SECINJOS. VfiST N,ONG SAIR'PARALEL UNE,:4YJO FEPT T A ' Q LINE MAT IS 700, FEET SOUTHERLY OF AND PARALLEL WM SAID QI : STAIN: OF IWN015) -+ f : s0u'TIER.Y pLGHT OP WkY tNE 1ffENCELOkM B2 OEGREES #R MINUTES } �12 SECONDS NEST ALONG SAID PARALLEL LANE. 23),31 FEET TO THE EASTERLY UNE OF LIST1 IN ACGEAG Rif ESTATES, ACCORDING TO THE CWNtt 4F KENOAPLAT, THEREOF RECORDED OCTOBER 1& 1973 AS DOCUMENT 73�-52071 � 0 Q APPROM0 AGO ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE x v THENCE NORTH 07 DEGREES 10 MINUTES 48 SEOONRS CAST ALONG SAIDi EASIERGY LINE, )OP FEET lO ME POINT OF 9E47NNIN@ UNTIED CITY OF YTNtHNLLE. ILLINW5a BY A .r (r. (j G. , ORDINANCE No aP AT A MEETING HERO THIS _DAY OF 2tl ti F It \ Ii aO�ti.cTRneSATk' GTY CLERK Tv IA 1 r i p E u 3 NKKlNY SYATE CP IWMI ) e gA I v - S§ J(&& "noc mm^auwze ,J I cwnnaNaPAesyT, . £ o I t, E MIAMI AN ituil %Nrsamm, LANK SNIRADOR MODIFY 1" d AN AN TFT OAT NA+E pRfPAPFP 70.5%AT Fpi YXE PaPoroSE K G4AHTW0 + 1 THROW. 3I J S� wk .NUM,_ :ff OAITD KS PRO FIAT OF➢ERMBEA I4P7 JES aTSa i I ,a� r LICE FLpi;:v nom.. 1 T £ � A �L- z Ys� lnoa y W� Sk19,F�' a z".`R' I-r14n' zsAw E rmaucN °f GNN > 6. A`WEni.MSIO M yp�� 1 L a:°SE EIAusINEMaµcvet SA�a Na 3567 t LwD It'} sN4eY s V 'Weave BRM eNbFu UM6f NO Ts.sw36q fxPRES a-.w-m YDCY`+a o61as3 CIP Reviewed By: Agenda Item Number J� a T Legal ❑ f , _ I l r . �. '. { Finance ❑ esr. , 1836 Engineer �'�' 2,,L�S Tracking Number 4 UI City Administrator ❑ 9 �KC° O Consultant ❑ Pw c?00rg ° 18 <ILE ��?' ❑ Agenda Item Summary Memo Title: Tuscan Plaza—Plat of Easement Meeting and Date: February 19, 2008 Public Works Committee Synopsis: This easement is for public sidewalks along the east and north sides of the property. Recommend approval subject to confirmation of accuracy of easement dimensions. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval, subject to confirmation of accuracy of easement area. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: �tifl CITY Memorandum EST. � a� 1836 To: Brendan McLaughlin, City Administrator oICI'a W From: Joe Wywrot, City Engineer �a p CC. Lisa Pickering, Deputy City Clerk wM Date: February 12, 2008 Subject: Tuscan Plaza—Plat of Easement Attached find one copy of the proposed Plat of Easement for sidewalks for the referenced development. I have reviewed the general form and location of easement and find it acceptable. We are currently checking the exact building dimensions to verify the legal description of the easement. Please place this item on the Public Works Committee agenda of February 19, 2008 for consideration. Grant of Pedestrian and Sidewalk Easement Part of Lots 1, 2 and 9 Block 1 Black 's Addition Yorkville Kendall County lllinois Page 1 of 3 State of Illinois: SS County of Kendall: Union Bank, as Trustee under Trust Agreement dated October 26, 2005 and known os Trust No. 1126, owner of the property depicted on the annexed plat, do hereby grant unto the United City of Yorkville on Easement for Pedestrian Walkways and Sidewalk purposes, both as defined hereon, for the uses and purposes set forth over and across the foregoing described property. Dated at Yorkville, lliinois this ------ day of ---, 2008. By' ---------------- Attest: ------------------------- State of 111inois: SS County of Kendall: I, -------------------- Notary Public in and for the County and State aforesaid, do hereby certify that --------------, and-----------------personally known to me to be the some person whose names are subscribed to the foregoing certificate, appeared before me this day in person and severally acknowledged that as such owner they signed and delivered said instrument as thier own free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this ------- day of ----------- 2008. --------------------- Notory Public State of Illinois: SS County of Kendall: Accepted and approved by United City of Yorkville. Dated at --------------------- this ------day of ----------, 2008. -------------------------- ----------------------- Mayor City Clerk Union Bank No. 9104—ESMT �GCR-gS a6pi�g ° f ,L! OL ,c� o a r O Zlb O S Q v.. •y lz �2 W . l� c O � � � o � c Q V. w o q) Q) v 00 11 to VrrO` Oo O y ) Q o � oa� oc ° O1 � \ cu � � 3 � 3° 000 ' w o m .O p� v ° ou, x '° cp3 2 c p 9 y oc03Q) y ° rhOiOO& LOO 13 rz z, ° q) 4) "" � 3 p V C m Z3 lz ILI Ql a I y ° k, 10 O nn�10 I •`• O C Q L O C 2 C rj C +.�U ° V ° o . • � 9� \ ; Z3 V. y i N v rL ° c y a Q) y� c -1z 0000,a � c � c o ° % o � o � o O , y (b � .O y � y y `, \ N h 3 l Q iry ° O ° .0 ° N C ° O U3 tz: ° � O CV e O p` 0° szy U ° ai� p -ti C m 0 Z � a�i ayiJ �� oo � ooeO � (b J rz Grant of Pedestrian and Sidewalk Easement Part of Lots 1, 2 and 9 Block 1 Black 's Addition Yorkville Kendall County /llinois Page 3 of 3 Legal Description Pedestrian and Sidewalk Easement That port of Lots 1, 2 and 9, Block 1, Black 's Addition, Yorkville, Illinois described as follows: Beginning of the Northeast corner of said Lot 1; thence southerly along the East line of said Lot 1 and the East line of said Lot 2, o distance of 76. 14 feet to the South line of the North Hoff of said Lot 2; thence wester/v along said South line 6. 88 feet; thence norther/y at right angles to the last described course 70. 17 feet; thence westerly at right angles to the last described course 61. 0 feet; thence souther/v of right angles to the lost described course 6. 33 feet; thence westerly at right angles to the lost described course 80. 42 feet; thence southerly at right angles to the lost described course 1. 67 feet; thence westerly at right angles to the last described course 39. 67 feet; thence northerly along a line which forms an angle of 91 '42 '10 " measured counterclockwise therefrom, 0. 32 feet to the northerly line of said Lot 9,• thence eoster/y along said northerly line 187. 93 feet to the point of beginning in the United City of Yorkville, Kendall County, 1111nois. State of Illinois: SS County of Kendall: This is to certify that the plot hereon drown is a correct representation of the foregoing described property. Doted at Yorkville, Illinois January 10, 2008. domes M. Olson Illinois Professional Land Surveyor No. 2253 License expires November 30, 2006 James M. Olson Associates, Ltd. 107 West Madison Street M OAS Yorkville, Illinois 60560 (630) 553-0050 PROFESSIONAL 0� LAND SURVEYOR L� CERTIFICATE NQ 035-002253 O 9TF OF 1�� Union Bonk No. 9104—ESMT COpy Reviewed By: Agenda Item Number A Legal ❑ NEW Anne% , I[) EST. 1836 Finance ❑Engineer Ulm y F-1 hvoA Tracking Number City Administrator 9 ^a y0 Consultant ❑ P VV abb g I� <LE Eby F-1 Agenda Item Summary Memo Title: Kendall County Courthouse Expansion—Plat of Easement Meeting and Date: February 19, 2008 Public Works Committee Synopsis: Recommend approval of this plat of easement for watermain, sanitary sewer, stormwater management area, and sidewalk. 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: D CIT O Memorandum EST 1836 To: Brendan McLaughlin, City administrator - - From: Joe Wywrot, City Engineer � ., �_ I� I1 gyp` CC: Lisa Pickering, Deputy City rk i� <GE t�•�` Date: February 12,2008 Subject: Kendall County Courthouse Expansion-Plat of Easement Attached find one copy of the proposed Plat of Easement for watermain, sanitary sewer, stormwater management, and sidewalks for the referenced project. I have reviewed this document and recommend approval. Please place this item on the Public Works Committee agenda of February 19,2008 for consideration. G T F EASEMENT FOR WATERMAIN FIND SANITARY SEWER TO THE UNITED CITY OF YORKVILLE KENDALL COUNTY, tLLtNO1S a ea :DD SCALE FEET '{:/ = PEDESTRIAN AND BIKE TRAIL EASEMENT . HEREBY GRANTED Ed's PUBLIC UTILITY AND DRANAGE EASEMENT S ' HEREBY. GRA14TCD w asar:ww �a �q�^�y18 � ««��,, ,.p . = STORMWATER MANAGEMENT :EASEMENT U'S' ROUTE, d4 HEREBY GRANTED ry Pa P N00'iw 5W H mta I � N9PMN45itUwlgt NtlCAl18E 1<N �� '� ( ffi BtG:( a IN osIHttICX HIWE YXdM3tlX s�mw "c Neraz7P'e $ 'q ,TaL1�L.J3±!i>E slanngrsY $ a1abY ,�, + h.4 f N0B5M1YCX sqX qs. t "t'-.q-1 eta'�SL�PV?^`� �!'�ra`�"T�,(`*�y'i'' .v� E��'", z'p 'R 1 `u"i"�1 90 coo RWPew- NP%a2JV'Etl�� d SN�t7fiE �q� I SIPff'ibR� NMTA'A NT�2�"b ]096 P 11 4¢w 16�--eoW I `fir. 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CA Engineers & Land S"urveygrs 52 Whew Raad ' PA td Ee2 OF 2 Su�F Grave; Ipinols 54554 534f4&E-8354 , . 9Aw MAN 6w, ♦�foD C/pi- Reviewed By: Agenda Item Number O Legal Finance ❑ EST. � 1636 Engineer Tracking Number City Administrator a �O Consultant ❑ T W a()D9 a0 <LE �b�' ❑ Agenda Item Summary Memo Title: Kendall Marketplace—Plats of Easement(Lots 1, 54, & 55) Meeting and Date: February 19, 2008 Public Works Committee Synopsis: These three plats vacate and dedicate utility easements to accommodate utility services to various buildings. 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: 0 Memorandum 1836 To: Brendan McLaughlin, City Astrat r W From: Joe Wywrot, City Engineer 9 �p CC: Lisa Pickering, Deputy City C k ILE Date: February 5,2008 Subject: Kendall Marketplace—Plats of Easement(Lots 1, 54, & 55) Attached find one copy each of proposed plats of easement for Lots 1, 54,and 55 of the Kendall Marketplace development. The Lot 1 plat vacates a portion of an easement where a building will be constructed, and dedicates an easement for an electrical transformer. The Lot 54 plat dedicates an easement for an electrical service. The Lot 55 plat vacates an un-necessary easement, dedicates two easements for electrical services,and dedicates one easement for a public sanitary sewer. I have reviewed these documents and recommend approval. Please place this item on the February 19, 2008 Public Works Committee agenda for consideration. .rM.r...wKK.. QMMWE PLAT OF EASEMENT ; mry ) LOT I OF KENDALL MARKETPLACE, NN. rrc prrol kI r d...n rA•.oTnl ,)N A SUBDIVISION OF PART OF SEC7701VS 19, 20 AND 29, NOI/ACNNIANO own, TMP. 37 N., R 7 E., OF 7NE MD P.M. Ilmrp UNITED CITY OF YORKNLLE, KENDALL COUNTY, ILLINOIS 'r wwms fr/q�/.y Ayp�Af IINI®/Mf mrlR NN Aoo INKfAIMKtlRAtl mrlaeMV N,mrrYwr�v°tl°Taw1°rirravrlN ww®f RrN w eKe niNwn anNfipo wN ANMI K aK IMB1 �L rll[Ala TIL a!®I INOIIR fK��N®�A/N/faMKKYmO1KlOr Nf�C If KIA4 NN®!NI NMTIRMr MMArILN a9N dMWS Yp tlt tRNR1.MW1 MM Aa[ OvpYL mMR r®aIIO1KN 0NYlY11MeK wrrva _ avmfrAtlAra KatlarnNrrrarmwms uoa s 'r�rli wfr MK AI M�aY° Jl.. 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L 6 a pAi NM Am Mlr ON4G 1 OF 3 2`�fe o C/r` Reviewed By: Agenda Item Number n O T Legal ❑ NC vV )C9 Finance ❑ ESL , 1835 Engineer El Tracking Number C y City Administrator ❑ °a O Consultant ❑ V\i ac — c? Agenda Item Summary Memo Title: Morgan Street Townhomes—Plat of Development& Easements Meeting and Date: February 19, 2008 Public Works Committee Synopsis: This plat of easement dedicates easements for new and future utilities on this site. 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: `QED CI;- �� e a o Memorandum EST. , 1836 To: Brendan McLaughlin, City Administrator ~' From: Joe Wywrot, City Engineer O W 3u� p CC: Kathy Orr, City Attorney Travis Miller, Community Development Director <ILE ��'� Lisa Pickering, Deputy City Clerk Date: January 14, 2008 Subject: Morgan Street Townhomes—Plat of Development & Easements Attached find a plat establishing townhouse building easement for public utilities for the referenced development, which is located at the southeast corner of Morgan Street and Hydraulic Avenue. I have reviewed the plat and recommend approval. Please place this item on the Public Works Committee agenda of February 19, 2008 for consideration. TOWNHOUSE DEVELOPMENT PLAT AND GRANT OF EASEMENTS GRAPHIC SCALE TO THE UNITED CITY OF YORKVILLE PART OF LOTS 11 314, 5 AND 6 IN BLOCK 4 OF BLACK'S ADDITION TO 1 I IN F RE ) n<n I 20 BE YORKVILLE IN THE UNITED CiTY OF YORKVILLE, KENDALL COUNTY, ILLINOIS DARNER CERTLEMATT STATE OF RuN05(as STAR BE RUNNS ) caxTr OF PACE) Si CRUDE OF KENDALL) THIS IS TO COFFEE THAT AL BE AT LEONARD LOT 1. DESCRIBED RIBED AS FOLLOWS, COMMENCING AT HEp MI5 IS 10 CERTIFY WEPT FRANK WILLMAR Is ME COWED OF THE LAND SW MPEANMY CORNER SOF SAID LOTil M LINE OF SAID e03 FEET IND ME POINT OF BEGINNING,THENCE EASTERLY)ALONG P XE FMMINE AN ANGLE MECSAME 10 BE SURVEYED ABC PLATTED ASRKNOWN BY ME TOWNHOUSE DEGREES OF 89 15 MINUTES 00 SECONDS MEASURED COUNTER CLMKMSE FROM ME LAST DEVELOPMENT RPT AND GRANT OF EASEMENTS fM NE USES AND DESCRIBED CO FINE FORMING AN ANGLE OF 13 PURPOSES FLOWN SET FORM AS ALLOWED AND PROVIDED BY STATUTE. IN FREES MCAMARE0 CLOCKWISE FROM NE LAST ENOCRIBEO COURSE, a ME UM2p Gtt OF r "LLE, KENDALL COUNTY. ILLINgS AND HEREBY PING RI ANGLE B 235 DEGREES 57 MINUTES W SECONDS MEASURED COUNTER T ACKNOWLEDGE AND ADOPT THE NAME UNDER ME STYLE AND TOE CLMKME FORM)N ALSO A LINE FORMING ♦FORESUO. AN ANGLE OF RUST DEGREES 53 MINUTES 0"SECONDS MEASURED COUNTER CLOCKME FROM NE i DESCRIBED CM95E 61.A FEET 10 ME EASTERLY FINE OF SAID LOT 1: MENCE NORTHERLY CARD AT ILLINOIS NUS DAY W HYDRAULIC STREET LAST HSAID EASTERLY JOE n FEET TO THE NORTHEAST CORNED OF SAID LOT; MINCE WESTERLY diG THE NORTHERLY FINE OF SAID LOT 1105 FEET TO ME Ngt MST CORNER THEREOF: 2008 THENCE SOUTHERLY ALONG NE WESTERLY LINE OF SAID LOT TO ME POINT OF BEGINNING. EXCEPT THE EASTERLY 136 MET OF SAID LOT OF ALL IN SET IRON TYPE'TI BLACKS YIgnON TO THE FUURE OF Thell IN ME CITY M SET IRON PIPE I CONTAINING KENDALL SELL I I(FOOD AC) RANK WCA K 84-43 TOY E 3-3al R=M) FT Kfi?'63'3;1"E 11a Dfi(N) tt262'(R) _ - 118?'63'39"E If1Yi: (F ) 11Q62'(R) J 8C43 34 v111f1.d2 R) , Mµ ent n Meet/� EASEMENT ; a•63'3?^ vl t1f NU iue9^MN IXUf i IV --WIC UTILITY o- DRAINAGE EA m°°°n�; ^ _.__..i-----__........______.______—___._. _ ____..____ DIm..farm .1< in felt .m °<amme m . wm Or IF FuMmy< rer __-ir, _______ _ ___ _ __. __ __...____ _ ____ _ - STATE OF ILLINOIS _---.-_,-__- _ _ w.H<.,w^.I «�..« <.m",m< ro me <"„<m RI.m. Mi.�m.m s.^..,M. H., . e."^°.IT a"rver. B:_•z.e IS.__ SET _ cpuxlr B KENDALL) ID' Pueuc unLlTr s DRAINAGE EAGEGYPT - - . •. zaea P D n..e De.<.m^ « r ... ... ..w HI.. w e"r a TO BE 3 w Jx^� ORE ME'PCRSPYS NNaRYx THAT lsgwasCPle[Dx AND FIRM THE CWxn io METATE .DUN' . .. _..____�___ _ __.__ B E N W ��OF 1\ r .. .. ___ _.< ' ss r - _ _ _ _ - - - _ - -$59'29" � 163.6A' _ - - - - _ _ _ - __� - - RON 'PIPE ' X NE MIEREOE I 1� _ 1 =� ITMF A NDTARYP aL�MgN IN PERSONALLY TO THE 1.56 TO 16 Im ^UORv) d' �lll� EXECUTION OF THEAPNXE%[oMPUiEArvoSACCWAPPNYING NSMUMENx AS HIS NE ^ � SET IRON PIPE F IN1(R) ~ E ......,_[ / FREE AND Coup M16 - D° E I to �<\PS INE O� �/ vaunugv nci IT_� ps9' -_I ' _A. i3s _ SA dl TOWNHOUSE urvlT$ sL•a p }E I w '�s O?• _i lM) _ /y. O N// P COWNTIN o99 ON [oq i LINQS . I665S GIVEN urvpER ur xnxo AND rvolnauL SEAL Mis _______ onr of OF N:*/GG L�JJ Q *' 35-2159 NUMBER 35-2159 2GM. ry iQ UNIT 107 n UNIT 108 m UNIT 109 'al a BUILDING NO 1 UNIT 111 3 N FOUND IRON PIPE 0.1]' Qoy` /[/( Rp _ y Oa<: /m/3008 LI IZ ry a UNIT 110 _ Og _R P9n Frvm No OOJ192 ' ' m UNIT 112 p of R l' 6bR1XM51ERLY \ :` The Lcenm Capital 04/]0/3009 ° x • 15 n '%. \\\\\\\\ AND GRnrvrtD TD rvOln>�uBLm cglMrssMW EXmafS EASEMENT PRESIDIUM NzILU _:21_,D_B' P NON EXCLUSIVE EASEMENT FOR N AMR OVER PROPERTY MTH IPIC AND CMMUNICP 30 IS M.le' I 1;600 RJ xA I33 IiurvaCS B[ HEiEEiu a[MCaI•IVAOR ER MMOnvWEEAUiRS[s wcE[ssaas NFmTf SxWILUxwS Ax AnON r CH 42 A NBJ'S5'29'W 163.64' M 'b".z N l LL RALVAx THEIR RREEREC AND S AMOLY LOT 5 _ ' p )x \ _ SEKRALLY TO CONSTRUCT. MERAIECM . RECONSTRUCT, REPLACE. SUPPLEMENT. RELOCATE D Foul ]O to FOVNO IRON PIPE 025' 23° E Jfl Klvl I'B'S FORM[NT Or TIME. PEES GUYS ANCHORS. MRES.CONNECTION "WENT VHD VICEES. RPANSMMISS�ON IM STALS " - LOT 4 sWMEASTERLY 38.J6•(RJ ryB' ,Nry p RUMP s AwunR EO x UNDERGROUND M gsTRBUTOry W '3 _ $ 653]'36 OF ELECTRICITY. COMMUNICATORS SOUND ND SIGNALS Ix, OVER. UNDER, CROSS ALONG AND UPON ME SURFACE OF W _ - E I( OOVIB'IY E Mn PROPERTY STORM ATHIN THE DASHED LINES NOR SIMILAR DESIGNATION) Of ME PTM T AND MARKED -EASEMENT', DL - _ AREA _ 36,fir(M> Q. I4,1(lV(R) LOT 1 IFI EASEMEM', 'PUBLIC UTILITY EASEMENT', US- (OR SIMILAR DEACNWOM, E PROPERTY DESIGNATED IN F_ - _ L l ME MOARKION OF CONDOMINIUM PNO/OR OR Mls PLAT AS -COMMON ELEMENTS ADD M'FEW DESIGNATED IF rn 5 - 1 . '2489 AC - - _ 5 .\� I; 50 m'f-^ E In THE FLAT AS 'COMMON AREA OR AREAS, AND CUP PROPERTY DssrcNHTR ON MF LA STREETS AND ,(kAypB I6 f1?'(M) L+ AFFAIR, WHETHER PUBLIC M PSI N T TO INSTALL REQUIRED SERNCE CONNECTIONS UNDER WY CWNCL CERBBCPIE 53,965. 54 SQ.FT. _ _ _ _ y 3 MBE oaFMOE EACH ppEAS D LD M AREAS TO zEMLEEes aMSrES aEprDNS pv wl nDJgTCXT LOTS, -__ _ _ i873LY27 11416' 41 In t MSIRUCBONS FROM NE SURFACE AND SUBSURFACE PS MAY BE REASONABLY REWIRED INCIDENT SASE RIGHTS LEPR STAR B ILLINOIS w TzR �� Rio Q c' ° 2 '< 0 FOUND TOP IRON PIPE ) CST 'v A __ )_ Sa _ OJY WFSIERIT SS ADD nrryix MONO K r V ___ ` a ' BESEMUCRONS SxAUT"x01G[IPLACEEOTEOVER EPANrtwB01GM0 PAMEPIYU MOVER MVEMPPRSO[RI YI M xUx COUNTY OF KENDALL) ±8 $i2.'E i/IJ_6_(AU) I N`t LITES L N , ENE O B T --- - ------ ry 'PUBE0 OR OOT1M LOSS , ' SIMILAR R SIGNABON) SN T NE PLAT AND MARKED WALTER ASRRO, ENT`UUTTY OF EASEMENT', AppROKD AND ACCEPTED THIS ________ DAY OF 'PUBLIC UTILITY SET IRQY PIPES _ liflpi o 2 r LOT 6 - _v SELL USIITY a IMPALE m1anOT Al IN A MANNER SO AS TO INTERFERE WEN ME PROPER OPERATING AND MAINTENANCE THREW L x01 BE zope BY THE crrr COUNCIL OF rMKWUE ILLINOIS 1 LOT 3 R sSGB'-1 $fiJ55'29'E 162.16• N BT3.'1'2T" -----------.______I \NORNW£sTERLV TERM w NE cwppmlxruM _ N canxRSS urEa Ixsrauna+-UF ANY sucx FAaOnES ME capOE OF ME suegx0[0 PROPERTY snPL _ _ FOUND IflQ4 PIPE 0 ME TERM 'COMMOII fl£MENR' MALL THE MEAUWG SET FORM SUCH q..)[(IZ-27 PROPERTY ACT', CHAPTER 765 ]LOS $05/3. PS All FROM TIME TO TIME p p 3flw' 2655' 36.$5' 26$' n h6.55' pe W. -3;:? THE L USE AND AREA M AREAS' B REFINED PS A WHOM FORCES ON AREA OF ME REAL PROPERTY, ME MAYOR M an BUILDING No. ^ < ' _ I BENEFICIAL USE PXO RJOVMRi Of WHICH IS RESERVED IN WHOLE OA ORnONMENi i0 NE EPARAIELY TUNED DDS, P MELD AT AREAS MISU ME PLANNED OEVELMMON EVEN NWCX SUCH MAY BE OMARMSE Id TOWNHOUSE UNlis m - q 'COMMON M L By FIRMS SUCH AS buAOOTHE 'COMMON ELEMENTS'.AREA OR REASY, A AND 'COMMON cNV aRrc p I AREA M ttEA * x0 caMMMµINCLUDE M UNIT 101 UNIT 192 m W I m 3 oOPERONGPOWICALLLY OCCUPIED BY AV WINING, SVD`CEBUSWESS DDii6TRCCT M STRUCTURES SUCH AsEA POOL.ELEMENTS An I9 UNIT 103 et UNIT 104^ Id UNIT 105 = m Z¢ RE MECHANICAL EWIPMExi. Cp SC i '0 If UNIT 10fi q _ I P REQUEST OF FACILITIES ALL BE DONE BY G MN ES AT COST OF ME GRANTM/Wi ORDER, UPON WRITTEN z6ss' _ Y 31 LOT 2 ' 88 33 r - . -L 1 __ -------------- _____ _____ N ---------- y------ ]a): �- _ _ __ ^ _ UTILITY AND mPxAn nvuRT LA7 x 3• 1 v v i GRVO,a-. Ba;ERBP i°'- I n M ANEP-E DOLE EASEMENT IS HEREBY FEPERVEO FOR PASO GRANTED i0 $BG AM[RITECH.H. RCM, COWED. JO GRAUnNCRNED PUBLIC UngiV AND DRAINAGE EASEMENT ] _--------------H_E _?_(_n_.2 . -"v .�."' N' S'B EBLC VERSES AND HOMELESS 0 EXISTING FRANCHISES GRANTED B ME CITY MAKnLLf. ILLINOIS AND THEIPMLE, NE 035 11_ _ _ ___ t aL' _ _ _ __ , o ILLUSTRATED HREM MS HEREBY RESERVE) FOR AND RANTED In - -_-._ _ ,-, _ _ _ __ PESPECTIK Su[cE5WP5 AND ASSENT Mdw ME AREAS SHOWN ON NE PLAT PS PUBLIC ulMUly WINO ORAwAGEµASEUEXT' NN ITERATE UNDERGROUND TRAM [MSNUCi, DISTRIB TION SYSTEMS REPAIR SEUNVER ME SURFACE ACE OF , MAINTAIN 0 P5IGNSU UNITED tliV OF YORKxLLE AND MI's SUCCESSORS AND n I �.._ .. e .T ------ ..1 _ __ __ __ ^ S(ABBREVIATED P u SMISPM AMR DISTRIBUTION SYSTEMS AND LINES UNDER THE SURFACE Of NE TU&MC Untitt k ___ MPNnCE EASEMENT'. MCLBwO MMOUT uMRATIM ID RM. TOGETHER HER R WS MuNS ELECTRIC OF AC LITES, CABLE, FEET-' ---- -----------_ __ PEES WINO ALL NECESSARY FPMIDES RY AND THERETO. UMENER AM ME OYES B ACCESS MEREN FM NE 1 SET IRON PIPE 1 _______ PERSONNEL NN EQUIPMENT NECESSARY ANTI REOUTAH OT WGl USES PXO MU TS TH IDGEMR MM NE PoCxi i0 1xN1Plt THIS INSTRUMENT SUBMITTED BY. I0' PUB di UntllY y ORpINACE EASEMENT � _ __ 1 aEOUIREO CONNECTORS UNDER NO SURFACE OF EACH LOT TO NERVE ImPPOV[MGMiS MEREwi, 113.BB'(AM) 11 2.fNi(R) - - N IT I G fWNO IRON PIPE (NF1D) NON-E%L STYE EASEMENT IS HEREBY RREPVED FM AND gtNRO 10 ME VxI1E0 p1T Or THEYtIMAXSIE FINDS qmE'- _________ N 6'93'22" Vf 21 e,2t' R=M J - (AM) 11fLOri(R iMSmucT,N xNSTALLgECONSTRUCT, MEAN, RO IC, REPLACE ANN INSPECT FACIL1nR FOR MISSTM AGO N 6_•33.22 V/ ( J _____ DI MBUMO ATER, AR WFRS AND EtiCIWtl1T "MIN ME PREPS SHOWN M E PLAT AS gppRE55: FOUND IRON PIPE (HELD) 221^'(ft=MJ __ __. NECESSARY LA 0 PERU RED AGE WSW USED TOGETHER HERPWHESA RIGHT OF ACCESS FUSION) FOR ME PERSONNEL AND EWIPMExi fi fiC'J3'J2' V/ 11fl,ii'(R=AI) ABOVE NAMED EMOTES ARE HEREBY GRANTER ME RIGHT TO ENTER UPON EASEMENTS THEREIN DESCRIBED FOR ME USES HEREIN EST FORT" AGO ME RIGHT TO ITT. DAM. AN REMOVE ANY MESS sH ME AREAS - RCNSTOPTERVLP1XcvCENECE D EinDGD"TbVCUNDGRU " VAN EMMON STREET RECONSTRUCTION. REMOVAL. EASEMENT' AND By Table UNDERGROUND AND DSTRISURRON SYSTEM AND INCOME APPURTENANT HERETO NO PERMANENT BUILDINGS. STRUCTURES OR MSTBCngS SHALL BY c1ED Ix R OVER ANY AREAS DESIGNATED AS 'PUBLIC UTILITY AND DRAINAGE FASEMI BUT SUCH AREAS Pv OF USED FM IN, SHRUBS, ING. DRIVEWAYS AND OVER RELATED PURPOSES NAT 00 NOT UNREASONABLY INTERFERE WM NE USESE VNI MSCRIBR, LIFE OCCUPATION ADD EACH OF SUCH ENVIES SSHLL BEE DMEL IN SUCH A MANNER MSO AS AO INTERFERE WN GO PRECLUDE DUE OCCUUPAT"ON AND Y USE THEREOF BY OVER ENTICES FOR WHICH S SUCH AEASEMENTS ARE GRANTED AND RESERVED. NE CROSSING AND RECROSSING OF SAID EASEMENTS ACE. OR DISTURB TMy TRANSMISSION AND DISTRIBUTOR SYSTEMS AND LENGINES APPURTENANT THERETOMEXTEND Al THE EASEMENTS BEING CROSSES ON RECROSSED. X MCITANON OF SAID EASEMENTS BY ME ANGRY NAMED ENTUDS SHALL ANY CHANCE IN GRADE OR IMPAIR B SLAVES ME SURFACE DRAINAGE PATTERNS LEGEND FOLLOWING ANY WORK TO BE PERFORMED BY ME UNITED PTY B YORKVILLE IN NE EXCAi OR ITS EASEMENT RIGHTS HEREIN CRANDED RESTORATION.SXODry R OR REPLACEMENT NO NT OF PAV WIN RESPECT CURB. GOITERS. IREESE LAWN OR"SHED SHRUBBERY. PRT„OT COULD PER, NET NY PARCEL LINES SAO CITY SHALL BENBLIM1Eq FMLO WING SUCH MAxTENCLAS WOK TO BACKS NO MOUND ALL FRENCH EREATED So AS NOT TO E MAINACB, TO MAE PATCH ANY ASPHALT OR CONCRETE sV 0 REMOVE ALL EXCESS DENNIS MOANING BOUNDARY AND SMIL AND TO LEAVE ME MAINTENANCE AREA IN A GENERAL CLEAN ABC WORKMPNLNE CONDITION, EASEMENT BUILDING SETBACK LINE NO. DATE REVISION T1ae TOWNHOUSEDEVELOPM ENTPLATANDGRANT ELI DRAWN BY: p MOxuMENTAI Ox roux0 AS OES1cxATEO PROJECT N9. SOZIAS.P 0 9-d-OJ OarcwAL suamITTAL OPEASEP[ENISTOTHEUNMCRYOFYORKVILLE SW (<) CALCULATED SENDING OR DISTANCES pg6TOPLO1S13,45ANDBINBL(%;K40FBIACKSAWITIONTOYORK 1 12-20-0) PER CITY OF YOflKVILLE LETTER SATED DECEMBER 1$ 2907 (p) PEED BEARING M osinrvCfs VJ'IFTfUMtFDCRYOFYORKVp1g KFNpq[1CAUMY.QLIN06 DREAS k ASSOCIATES CHECKED STY SCALE 2 1-9-08 PER CITY 9F YORKNLLE GO MEASURED REAPNG OR OSTNL6 CLIENT: IMYg151 CTRL [NOIN[ERS CIL 1'=29 3 1-II-oB PER CITY OF yo SMILE (R) RECORD BEARING OR DISTANCES W28LAN& COLIRTH Y8IAURELCOURT O DATE: SHEET.m =�" EaM.mDHM. ,.„. M,26 RR. 6 I-u-oe IoPI Fn. (663) a3-6135 r.. (awl"6eNi-.1r M, emc Clpy Reviewed By: Agenda Item Number J� f T Legal ❑ r� Finance ❑ EST , 1836 \ \ 3 I h 1 _ Engineer Tracking Number City Administrator ❑ °ate O Consultant ❑ p W a Ou$ - as ❑ <LE ��'�• Agenda Item Summary Memo Title: Kendallwood Estates-Watermain Reimbursement Agreement Meeting and Date: February 19, 2008 Public Works Committee Synopsis: This agreement is for reimbursing the developer for oversizing a watermain on Van Emmon between Mill Street and Benjamin Street. 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: Memorandum EST. `= 1636 To: Brendan McLaughlin, City A�inistra rr -� From: Joe Wywrot, City Engineer l).` CC: Kathy Orr, City Attorney Lisa Pickering, Deputy City Clerk LE Date: January 31, 2008 Subject: Kendallwood Estates—Watermain Reimbursement Agreement Attached find one copy of the proposed watermain reimbursement agreement with the developer. The developer has constructed the oversized 16"watermain between Benjamin Street and Mill Street per our request. The agreement calls for the city to reimburse the developer for the difference in cost(estimated to be$96,902)within 45 days of approval of the construction and the certified eligible costs. I recommend that this agreement be approved. Please place this item on the February 19, 2008 Public Works Committee agenda for consideration. 1/23/08 WATERMAIN REIMBURSEMENT AGREEMENT (Off-Site Improvements) THIS AGREEMENT is made and entered into this _day of 2008, by and between the CITY OF YORKVILLE, an Illinois municipal corporation (hereinafter referred to as the "CITY"), and KENDALL LAND LLC, an Illinois limited liability company, (hereinafter referred to as "OWNER"). The CITY and OWNER are sometimes herein referred to individually as "Parry" and collectively as "Parties". WITNESETH: WHEREAS, the OWNER is the owner and developer of the Subdivision commonly known as Kendallwood Estates which is located North of Illinois Route 126 and South of Van Emmon Road within the corporate limits of the CITY (hereinafter referred to as the "Subject Property"); and WHEREAS, the Subject Property is the subject of a Development Agreement titled "Kendallwood Estates Development Agreement, dated September 20, 2007, entered into between the Parties (hereinafter referred to as the "Development Agreement"); and WHEREAS, as a condition of approval of the Kendallwood Estates final plat of subdivision the City requires OWNER to oversize the construction of a new water main ("Reimbursable Improvements"); and WHEREAS, the Reimbursable Improvements are for benefit of the CITY and properties not located within the Subject Property; and WHEREAS, OWNER and CITY wish to enter into this Reimbursement Agreement providing for the reimbursement to OWNER of costs incurred in constructing the Reimbursable Improvements. 132137/1 1 25159/2 NOW, THEREFORE, in consideration of the foregoing premises and of the covenants and conditions hereinafter contained, the adequacy and sufficiency of which the parties hereto hereby acknowledge, the Parties hereto hereby agree as follows: 1 . Improvements: OWNER shall design, engineer, construct and complete the Reimbursable Improvement in accordance with the plan set entitled OFF-SITE WATER MAIN ALONG VAN EMMON ROAD dated 7/23/07 with a revision date of 10/16/07 (Exhibit "A") and the associated COST ESTIMATE (Exhibit "B") both attached hereto. The Reimbursable Improvements shall be constructed in conformance with the plans and specifications therefore approved by the City Engineer as part of the final engineering for Kendallwood Estates, and under contract terms approved by the City. The construction work and all related restoration for the Reimbursable Improvements shall be completed no later than May 1 , 2008, unless said date is extended in writing by the City Engineer. 2. Allocation of Benefits; CITY Expense: The additional expense of constructing the Reimbursable Improvements referred to in paragraph 1 are depicted in Exhibit "B". The CITY agrees that the actual costs incurred by the OWNER in constructing said Reimbursable Improvements are to be reimbursed by the CITY to the OWNER with forty-five (45) days of OWNER submitting its engineer's certification of actual construction costs incurred to the CITY and CITY inspection of said Reimbursable Improvements. The CITY shall not unreasonably delay inspection of the Reimbursable Improvements, or withhold approval of said Reimbursable Improvements. 3 . Term: This Reimbursement Agreement shall be in full force and effect for a period of two (2) years from the date on which it was executed, or upon full satisfaction of the Parties obligations set forth herein, unless extended by agreement of the parties hereto or terminated by the agreement of the parties hereto or by the completion of all duties to be performed hereunder. 4. Miscellaneous Provisions: A. AMENDMENT: This agreement may be amended by mutual consent of the Parties hereto or their successors or assigns, from time to time by written instrument without the consent of any other person or corporation owning the parcels of property deemed benefited hereunder. B. BINDING EFFECT: Except as otherwise herein provided, this Agreement shall inure to the benefit of and be binding upon the successors and assigns of the OWNER and any successor municipal corporation of the CITY. C. ENFORCEMENT: Any party to this Agreement or their respective successors or assigns, may either in law or in equity by suit, action mandamus or other proceeding, enforce and compel performance of this Agreement against any other party hereto and their respective successors and assigns. 132137/1 2 2515912 IN WITNESS WHEREOF, the parties hereto have affixed their signatures on the day and date first above written. KENDALL LAND DEVELOPMENT, LLC UNITED CITY OF YORKVILLE an Illinois limited liability company. an Illinois municipal corporation BY: BY: MANAGER MAYOR BY: CITY CLERK This instrument prepared by and Return Recorded Document to: Vincent M. Rosanova Dommermuth, Brestal, Cobine and West, Ltd. 123 Water Street Naperville, Illinois 60540 132137/1 3 2515912 CIVIL ENGINEERING PLANS FOR: rIECGRO . OFF— SITE WATER MAIN lll � ..,a„ .� ALONG VAN EMMON ROAD YORKVILLE, ILLINOIS KENDALL TOWNSHIP, KENDALL COUNTY SECTION 33, TOWNSHIP 36.37 NORTH, RANGE 7 EAST pp EXISTING ZONING - (CITY OF YORKVILLE, R-2) PLANS PREPARED FOR: KENDALL LAND DEVELOPMENT, LLC 90 ASHKIRK COURT INVERNESS , ILLINOIS 60010 PROJECT CONTACT: MR . JOHN TOMASIK PHONE : (847) 651 -51 10 FAX: (847) 297-9965 ,�E SITE LO(' TION M P r 6ENCHUM R M, BLO MErmw. CUREM wuRTxnwE ON INS NEVER �` 'g''T twM rsw e WEST ce6xeR OF TUES. xwR RINGS ♦ro HALF, M.:.. AREA A0. -. T rn mamrvw , FWi OFF Of THE 60rtx ,rt5i 61ogTU N IM. r NG5'ER SNORT A RAPID ELEV. . 6.6 6;(OATU.T: x:° ;,E66 IM ,�,. 3P „ MOTES 6 SYMBOL LeGE,ID S.S. RUFF I PROFILE - MINI ARIA OF THIN MINNEAPOLIS STANDARDS PIPES LOCVTZO ON 6M Ee.SM BERTERLIxE OVER YO R I LL E CONSTRUCTION OETeILS ,S .EST BOVTM OF V _ , ,= 6TRxO6RO BOx ELEV 585.4 ORTYM xRV6 NI NwNem lib Rorn.m mm THISTAID, NOTE: xav6 26 0 ¢a • rLRVB 55 u GG, 3ro 97 AD, VOLVO 3e efi�e / tlOVEYOR� IJ0.19 C MIKE, Q ]1 YORKVILLE, NNEOTC 4¢ 3 Tom IS (ROD) 8 PETER J, ALINKIDAR A.E., DIRECTOR OF SCOTT L. ART P'E.' CIVIL Fx6mEER III IBS aFERRnonfi # o vw J. HENRY CIVIL ENGINEER n . STAFF S PAFDU CT STAU CALL JULIE 1-800-852-0123 T nRSr SUBMIII sEvaE I'll !c W w cma�V x aG E aan",.-ro'w,w ^ E { E 10-16-07 " ® p sc a i% sx rva/ 6eW a sn ix°�ym NOT FOR CONSTRUCTION COVER SHEET ADVISER Grow ArG i ENT. CALL, PIDJECT NO TO am or. wn FOUR! 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O 12 A CAN na ET ACT Exhibit B Kendallwood Estates - Van Emmon Costs Item Unit Price Quantity Cost Difference 16" Watermain $92.00 1489 $ 136,988.00 8" Watermain $34.00 1489 $50,626.00 $86 , 362. 00 16" Valve in Vault $6,700.00 2 $ 13,400.00 8" Valve in Box* $5,000.00 2 $10,000.00 $3,400.00 Abandon Valve $450.00 4 $ 1 ,800.00 Abandon Watermain $2 ,000.00 1 $2,000.00 Hydrant removal $500.00 2 $ 10000.00 Transfer water services $2,600.00 13 $33,800.00 30" Steel Casing $419. 00 60 $25, 140.00 18" Steel Casing* $300.00 60 $ 18,000.00 $7, 140.00 Total $96,902.00 All quantites & unit prices are from J&S proposal dated 11116/07 unless noted otherwise * From SEC Rt. 126 cost estimate dated 1115/07 ** From SEC Van Emmon cost estimate dated 10/31 /07 CIP, Reviewed By: Agenda Item Number A o J 0c -n Legal El I��EW61N�; tk Finance ❑ EST. 1836 Engineer Tracking Number y City Administrator ❑ Consultant ❑ P W dOg -a3 ❑ Agenda Item Summary Memo Title: Kendallwood Estates—IDOT Highway Permit No.2 Meeting and Date: February 19, 2008 Public Works Committee Synopsis: This highway permit and resolution is for construction of two watermains along Rt.126 from Wooden Bridge Drive to Deer Street and to Mill Street. 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: Cl** Memorandum EST, 1 \_ 1836 To: Brendan McLaughlin, City Administrator From: Joe Wywrot, City Engineer J CC: Lisa Pickering, Deputy City erk ke Date: February 8, 2008 Subject: Kendallwood Estates—IDOT Highway Permit No. 2 Attached find one copy of a proposed IDOT highway permit for construction of watermain along Rt.126 for the Kendallwood Estates development. This improvement consists of constructing two watermains, one for each of the two pressure zones needed to serve this development. The watermains will extend from the Rt.126 entrance to the development(at Wooden Bridge Drive) to Deer Street in the Fox Industrial Park, and to Mill Street. Also attached is the standard IDOT highway permit resolution,which is a guarantee by the city that the work will be properly constructed. We in turn will require the developer to provide a guarantee to us (in the form of a bond)that they will perform the work and satisfy IDOT's requirements. I recommend that this permit application and corresponding resolution be approved. Please place this permit application and resolution on the Public Works Committee agenda of February 19, 2008 for consideration. offTransportation Department Ct TranS'pOftatlOn Highway Permit L-10094 District Serial No. Whereas, I (We) United City of Yorkville c% Smith Engineering 651 Prairie Pointe Drive (Name of Applicant) (Mailing Address) Yorkville IL 60560 hereinafter termed the Applicant, (CRY) (State) . request permission and authority to do certain work herein described on the right-of-way of the State Highway known as IL Route 126 Section from Station to Station Kendall County. The work is described in detail on the attached plan or sketch and/or as follows: ' LOCATED EAST OF ILLINOIS 47 Upon approval this permit authorizes the applicant to locate, construct, operate and maintain at the above mentioned location, a water main extension and related improvements as shown on the attached plans which become a part hereof. Where contamination is encountered through excavation in the state right of way, it should be, managed off site using (DOT's generator number for Kendall County. The generator number is 0938995003_ The applicant shall notify John Humenick, Field Engineer, Phone: 630-553-7337 or the District Permit Section, Phone: 815-434-8490 twenty-four.hours in advance of starting any work covered by this perm ii. The state right of way shall be left in good condition. (No advertising matter shall be placed on the state right of way). All turf areas which are disturbed during the course of this work shail .be restored to the original line and grade and be promptly seeded in accordance with Standard State Specifications. (SEE ATTACHED SPECIAL PROVISIONS) All work authorized by this permit shall be completed 180 days after the date this permit is approved, otherwise the permit becomes null and void. This permit is subject to the conditions and restrictions printed on the reverse side of this sheet. This permit is hereby accepted and its provisions agreed to this day of Witness Signed Applicant Mailing Address, Mailing Address City state city State SIGN AND RETURN TO: Regional Engineer Approved this day of Department of Transportation BY: Deputy Director of Highways, Regional Engineer Printed 1/24/2008 OPER 1045 (Rev. 08/07) First: The Applicant represents and warrants that he/she is the party in interest respecting this Permit and that he/she is the agent in fact with authority to bind all parties in interest to the obligations and undertakings agreed to in this Permit. The Applicant represents and warrants that the property lines shown on the attached plan sheet(s) or sketch are true and correct, and that all proposed work is accurately depicted thereon. Second: The proposed work shall be located and constructed to the satisfaction of the Regional Engineer or his/her duly authorized representative. No revisions or additions shall be made to the proposed work on the right-of-way without the written permission of the Regional Engineer. The Applicant agrees to complete all work to the standards and specifications identified by the Regional Engineer or his/her authorized representative as a condition of granting this Permit. The Applicant agrees to furnish all labor, equipment and material, and do all work and pay all costs associated with the work authorized by this Permit. The Applicant agrees to restore any and all damaged portions of the highway right-of-way to the condition satisfactory to the Regional Engineer or his/her authorized representative including, but not limited to, all landscape restoration. The Applicant shall not trim, cut or in any way disturb any trees or shrubbery along the highway without the approval of the Regional Engineer or his/her duly authorized representative. Any and all documents, writings and notes reflecting or identifying the standards, specifications, understandings and conditions applicable to the performance of the permitted work required by the Regional Engineer or his her authorized representative are hereby incorporated into this Permit by reference as though fully set forth herein. Third: The Applicant shall at all times conduct the work in such a manner as to minimize hazards to vehicular and pedestrian traffic. Traffic controls and work site protection shall be in accordance with the applicable requirements of Part 6 (Temporary Traffic Control) of the Illinois Manual on Uniform Traffic Control Devices and with the traffic control plan if one is required elsewhere in the permit. All signs, barricades, flaggers, etc., required for traffic control shall be furnished by the Applicant. The work may be done on any day except Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Work shelf be done only during daylight hours. Fourth: The work performed by the Applicant is for the bona fide purpose expressed and not for the purpose of, nor will it result in, the parking or servicing of vehicles on the highway right-of-way. Signs located on or overhanging the right-of-way shall be prohibited. Fifth: The Applicant shall engage in only the proposed work approved herein, and subject to the hazards incident to such activities, assumes all risks associated therewith. The Applicant assumes full and strict liability for the actions of itself, all parties in interest, its agents and employees, contractors; subcontractors and consultants. The Applicant and all parties in interest shall save, defend, hold harmless and indemnity the State of Illinois and each of its officers, agents, employees, invitees and others associated with it from and against any and all suits, claims, actions, losses, injuries, damages, judgments and expenses that are based on, or that arise or are alleged to have arisen out of the performae of the work approved herein, inciudfng, but not limited to, any act, wi nc llful or intended, or negligence of the Applicant and any party in interest, its agents and employees, contractors, subcontractors and consultants whether at law, in equity or common law. In the event the Applicant or any party in interest fails, neglects, or refuses to comply with any provision of this indemnity, the State of Illinois may take any action necessary to protect itself from liability, including any action to pay, settle, compromise and procure the discharge thereof, in which case the Applicant or any party in interest, jointly and severally, shall be liable and bound unto the State of Illinois for any and all expenses related thereto, including attorney's fees. Sixth: The State reserves the right to make such changes, addftions, repairs and relocations within its statutory limits to the facilities constructed under this permit or their appurtenances on the right-of-way as may at any time be considered necessary to permit the relocation, reconstruction, widening or maintaining of the highway and/or provide proper protection to life and property on or adjacent to the State right-of-way, However, in the event this permit is granted to construct, locate, operate and maintain utility facilities on the State right-of-way, the Applicant, upon written request by the Regional Engineer, shall perform such alterations or change of location of the facilities, without expense to the State, and should the Applicant fail to make satisfactory arrangements to comply with this request within a reasonable time, the State reserves the right to make such alterations or change of location or remove the work, and the Applicant agrees to pay for the cost incurred. Seventh: This permit is effective only insofar as the Department has jurisdiction and does not presume to release the Applicant from compliance with the provisions of any existing statutes or local regulations relating to the construction of such work. Eighth: The Construction of access driveways is subject to the regulations listed in the `Policy on Permits for Access Driveways to State Highways! if, in the future, the land use of property served by an access driveway described and constructed in accordance with this permit changes so as to require a higher driveway type as defined in that policy, the owner shall apply for a new permit and bear the costs for such revisions as may be required to conform to the regulations listed in the policy. Utility installations shall be subject to the "Policy on the Accommodation of Utilities on Right-of-Way of the Illinois State Highway System Ninth: if the work covered by this permit includes construction of additional lanes, turn lanes, median cross-others or traffic signals on, along or adjacent to a highway under Department jurisdiction, the permittee shall use only contractor(s) approved by the Department of Transportation for the performance of said work on the State highway. A contractor currently prequalified by the Department in the work rating governing the said work shall be approved. Prior to the commencement of the said work on the State highway, the applicant shall furnish the Regional Engineer a copy of the contractors current Certificate of Eligibility, or, if the permittee proposes to use a contractor not currently prequalified by the Department, information satisfactory to the Department evidencing the contractors qualification and ability to perform the said work. No work on the State highway shall be performed until the Department issues an approval of the proposed contractor. Printed 1/24/2006 6PER 1045 (Rev. Oa/07) SPECIAL PROVISIONS Whenever any of the work under this permit involves any obstruction or hazard to the free flow of traffic in the normal traffic lanes, plans for the proposed method of traffic control must be submitted to and approved by the Regional Engineer at least 72 hours, and preferably longer, before the start of work. All traffic control shall be in accordance with the State of Illinois Manual of Uniform Traffic Control Devices and amendments thereof. It should be noted that standards and typical placement of devices shown in the Uniform Manual are minimums. Many locations may require additional or supplemental devices. The petitioner agrees to furnish the necessary barricades, lights, and flagmen for the protection of traffic. Traffic shall be maintained at all times. The applicant agrees to notify the Department of Transportation upon completion of work covered under the terms and conditions of this permit so that a final inspection and acceptance can be made. To avoid any revisions to the work completed under the highway permit, the applicant should insure the conditions and restrictions of this permit, the applicable supplemental permit specifications and permit drawing are fully understood. If this permit work is contracted out, it will be the responsibility of the applicant to furnish the contractor with a copy of this highway permit, as the applicant will be responsible for the contractors work. A copy of approved permit shall be present on job site at all times the work is in progress. The department reserves the right to reject or accept any contractor hired by the applicant No person, firm, corporation or institution, public or private, shall discharge or empty any type of sewage, including the effluent from septic tanks or other sewage treatment devices, or any other domestic, commercial or industrial waste, or any putrescible liquids, or cause the same to be discharged or emptied in any manner into open ditches along any public street or highway, or into any drain or drainage structure installed solely for street or highway drainage purposes. All excavations shall be promptly backfilled, thoroughly tamped and any excess material removed from the state right of way (including rock exposed during backfiiling operations). Mounding or crowning of backfill will not be permitted. The diameter of any bored hole shall not be more than one inch larger than the outside diameter of the pipe. Excavation adjacent to the edge of pavement shall be shored to prevent caving if the distance is less than ten feet plus the depth of excavation from the edge of pavement. it is the applicant's responsibility for insuring that all requirements of the Illinois Environmental Protection Agency, Division of Water Pollution Control and Division Public Water Supplies have been satisfied. All material or equipment stored along the highway shall be placed as remote as practical from the edge of pavement in a manner to minimize its being a hazard to errant vehicles or an obstacle to highway maintenance. If material is to be stored on the highway right of way for more than two weeks prior to installation, written approval must be obtained from the department. RESOLUTION WHEREAS, the United City of Yorkville is located in the county of Kendall, state of Illinois, wishes to construct a water main extension along Illinois 126 which by law comes under the jurisdiction and control of the Department of Transportation of the state of Illinois, and WHEREAS, a permit from said department is required before said work can be legally undertaken by said United City of Yorkville; now THEREFORE, be it resolved by the United City of Yorkville, county of Kendall, state of Illinois. FIRST: That we do hereby request from the Department of Transportation, state of Illinois, a permit authorizing the United City of Yorkville to proceed with the work herein described and as shown on enclosed detailed plans- SECOND: Upon completion of the water main by the contractor and acceptance by the city, the city guarantees that all work has been performed in accordance with the conditions of the permit to be granted by the Department of Transportation of the state of Illinois. Further, the city Will hold the state of Illinois harmless for any damages that may occur to persons or property during such work. The city will require the contractor to obtain a bond and a comprehensive general liability insurance policy in acceptable amounts and will require the contractor to add the State of Illinois as an additional insured on both policies. THIRD: That we hereby state that the proposed work^ is not, (delete one) to be performed by the employees of the United City of Yorkville. FOURTH: That the proper officers of the United City of Yorkville are hereby instructed and authorized to sign said permit in behalf of the United City of Yorkville. 1, hereby certify the above to be a City Clerk true copy of the resolution passed by the City Council of the United City of Yorkville, county of Kendall, State of Illinois. Dated this day of A-D. 2008 (Signature) (CORPORATE SEAL) RESOLUTION D C/py Reviewed By: Agenda Item Number J� J" T Legal ❑ 1836 EST Finance F1 k r. , �� g a Engineer 61= Ar Tracking Number �9 it y City Administrator ❑ Consultant ❑ ❑ P'Vv aDug ._ C2 I <LE `i Agenda Item Summary Memo Title: Fox Hill Unit 7—Final Acceptance Meeting and Date: February 19, 2008 Public Works Committee Synopsis: Recommendation to accept the public improvements for Fox Hill Unit 7. Also an LOC reduction in the amount of$181,235.37. An LOC would remain in effect until remaining punchlist items are completed. 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/TJ Memorandum EST. 1836 To: Brendan McLaughlin, City A str for From: Joe Wywrot, City Engineer1� O «� CC: Eric Dhuse,Director of Public ork E\V Lisa Pickering, Deputy City Clerk Date: February 6, 2008 Subject: Fox Hill Unit 7—Final Acceptance The developer of Fox Hill Unit 7 has requested that the city accept the public infrastructure in Fox Hill Unit 7 for ownership and maintenance. Most punchlist items have been completed, with the remaining items being: • Completion of sidewalks. • Removal of a dirt stockpile near Rob Roy Creek. • Successful completion of landscaping,primarily in the stormwater basins, and completion of the three year monitoring period for the basins. The city policy regarding Fox Hill is that the normal one year warranty period is waived. This policy is based on verbal commitments made many years ago, and was formalized in a letter to the developer in 1999. When Units 1-4 of Fox Hill were accepted,the city did not require a warranty period. I recommend that the city accept the public infrastructure for Fox Hill Unit 7 for ownership and maintenance, subject to receipt of satisfactory bills of sale. Corresponding to acceptance, I also recommend that existing Letter of Credit No.2942 from Old Second Bank be reduced by the amount of$181,235.37. Please refer to the attachment for details. The remaining amount of the letter of credit would be $53,067.13, and would remain in effect until the remaining punchlist items are satisfactorily completed. Please place this item on the Public Works Committee agenda of February 19, 2008 for consideration. 6-Feb-08 Letter of Credit/Bond Reduction Subdivision: Fox Hill Unit 7 - Onsite Reduction No. 3 LOC # Old Second Bank LOC #2942 Theoretical Actual Amount Approved Letter of Credit Letter of Credit Remaining Substantially complete Remaining amt. Item Eno. Est. Amount Amount After Red. #2 prior to Red. #3 Reduction #3 After Red. #3 Earthwork $57,855.00 $632640.50 $82,500.00 $10,416.75 $56,025.00 $8,403.75 $2,013.00 Erosion Control $19,960.50 $212956.55 $27,500.00 $20,312.81 $18,960.50 $19,212.81 $1 ,100.00 Sanitary Sewer $264,845.00 $2912329.50 $291 ,845.00 $39,726.75 $264,845.00 $39,726.75 $0.00 Watermain $215,683.00 $237,251 .30 $237,251 .30 $32,352.45 $2157683.00 $32,352.45 $0.00 Roadway $134,078.26 $147,486.09 $147,486.09 $50,629.21 $123,510.92 $393005. 13 $11 ,624.08 Storm Sewer $721214.00 $79,435.40 $79,214.00 $10,832.10 $72,214.00 $10,832. 10 $0.00 Miscellaneous* $102,321 .00 $112,553.10 $95,154.72 $66, 159.38 $67,475.50 $27,829.33 $38,330.05 Construction Staking $17,339. 14 $19.073.05 $19.073.05 $3,873.05 $17,339.14 $3,873.05 $0.00 Totals $884,295.90 $972,725.49 $980,024. 16 $234,302.50 $836,053.06 $181 ,235.37 $53,067. 13 Notes: 1) No warranty period for Fox Hill 2) LOC/Bond for uncompleted items to remain in effect until those items are completed. * Includes streetlights, signage, landscaping, construction entrance, curtain wall, and sawcutting existing pavement. `QED C/py Reviewed By: Agenda Item Number J� �l T Legal ❑ EST , Finance F1 1636 , I y 1 $ Engineer ' g, , Tracking Number -4 L N City Administrator ❑ Consultant ❑ OJ aco? _ acs <kE Agenda Item Summary Memo Title: Gawne Lane Watermain and Roadway Improvements—Change Order#1 Meeting and Date: February 19, 2008 Public Works Committee Synopsis: This change order is for final balancing of quantities. The net decrease would be $26,195.20. 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: CIP ,2 Memorandum ESE. 1 \_ 1836 To: Brendan McLaughlin, City Sdm istr or From: Joe Wywrot, City Engineer CC: Lisa Pickering,Deputy City k <<E ��'� Date: January 4, 2008 Subject: Gawne Lane Watermain&Roadway Improvements— Change Order#1 Attached find one copy of proposed Change Order#1 for the referenced project. This change order, in the amount of a$26,195.20 decrease, is the final balancing change order for the project. While the net change is relatively small,there were several work items that varied from the original estimated amounts. We were able to save about$18,000.00 due to reductions for the sanitary sewer tees that we determined had been constructed during the Bruell Lift Station project. The remainder of the savings came from pavement repairs. The pavement on Gawne Lane was in fair condition and only a small section of pavement needed replacement and patching. The increases for the project,totaling about$6,000.00,were for extending Wooddale Drive approximately 25' additional feet per the easement agreement between Dale Woodworth and the city for the Bruell Street Lift Station project,and also for landscape restoration. Additional fine grading and seeding was required along the north side of Gawne Lane and along Worsley Street. This was due to general construction activities, as well as additional topsoil requirements per the easement agreement with Dale Woodworth. I recommend that this change order be approved. Please place this item on the Public Works Committee agenda of February 19,2008 for consideration. UNITED CITY OF YORKVILLE Project: Gawne Lane Watennain & Roadway Improvements Change Order No. l(Final) Contractor: Bish Excavating Company Date: 4-Jan-08 Address: 15029 US Hwy. 30 _ Hinckley, Illinois 61520 Awarded Adjusted Quantity Cost No. Item Quantity Quantl Difference Unit Unit Price Difference 1 8" Ductile Iron Water Main, Class 52 1,327 1327 0 Lin. Ft. $57.70 $0.00 2 Tapping Sleeve, Valve, and Manhole 1 1 0 Each $5,310.00 $0.00 3 8" Valve and Valve Box 2 3 1 Each $2,135.00 $2,135.00 4 Hydrant Assembly 4 4 0 Each $3,480.00 $0.00 5 Water Service Tap and Valve 17 18 1 Each $315.00 $315.00 6 Water Service House Connection - Open Cut 214 100.5 -113.5 Lin. Ft. $16.30 ($2,077.05) 7 Water Service House Connection - Auger 500 466 -34 Lin. Ft. $18.80 ($639.20) 8 Plug Existing Force Main 1 1 0 L. Sum $340.00 $0.00 9 Sill Fence 856 513 -343 Lin. Ft. $3.00 ($1 ,029.00) 10 Tree Protection 10 0 -10 Each $180.00 ($1 ,800.00) 11 Inlet Protection 2 2 0 Each $225.00 $0.00 12 Concrete Curb & Gutter 362 388 26 Lin. Ft. $28.80 $748.80 13 Wanting Reflectors 5 5 0 Each $110.00 $0.00 14 Roadway Excavation - Wooddale Dr. 157 183 26 Cu. Yd. $5.00 $130.00 15 Roadway Embankment - Wooddale Dr. 166 193 27 Cu. Yd. $5.00 $135.00 16 Sub-Grade Excavation and Porous Granular Embankment CA-3 - Wooddale Drive 80 74 -6 Cu. Yd. $68.00 ($408.00) 17 Worsley/Gawne Aggregate Shoulder 54 39.2 -14.8 Ton $81.00 ($1 ,198.80) 18 Fine Grading and Seeding 3,402 4365 963 Sq. Yd. $2.90 $2,792.70 19 Tree Removal 1 1 0 L. Sum $10,935.00 $0.00 20 Close Existing 2" Valve 1 1 0 L. Sum $950.00 $0.00 21 Main Street Pavement Replacement 31 40.5 9.5 Sq. Yd. $63.00 $598.50 22 Worsley/Gawne Pavement Replacement 306 152.4 -153.6 . Sq. Yd. $42.00 ($6,451 .20) 23 Worsley/Gawne Prime Coat 1 ,430 1301 -129 Sq. Yd. $0.55 ($70.95) 24 Worsley/Gawne Pavement Resurfacing 175 133 -42 Ton $100.00 ($4,200.00) 25 Wooddale Geotextile Fabric 534 626 92 Sq. Yd. $2.50 $230.00 26 Wooddale Aggregate Base Course 445 522 77 Sq. Yd. $19.85 $1,528.45 27 Wooddale Binder Course 445 522 77 Sq. Yd. $13.00 $1,001.00 28 Wooddale Surface Course 445 522 77 Sq. Yd. $8.60 $662.20 29 Wooddale Prime Coat 445 522 77 Sq. Yd. $0.85 $65.45 30 Wooddale Bituminous Driveway 51 51 0 Sq. Yd. $57.50 $0.00 31 Traffic Control 1 1 0 L. Sum $1 ,500.00 $0.00 32 Storm Sewer - 12" 70 56 -14 Lin. Ft. $79.15 ($1 ,108.10) 33 Inlet, 2' Diameter 2 2 0 Each $940.00 $0.00 34 Catch Basin, 3' Diameter 1 1 0 Each $1,380.00 $0.00 35 Flared End Section - 12" 1 1 0 Each $1,060.00 $0.00 36 Notused 37 Sanitary Sewer Tee Installation 3 0 -3 Each $5,875.00 ($17,625.00) 38 Field Tile Replacement - 8" 0 7 7 Lin. Ft. $10.00 $70.00 Net Change ($26.195.20) Previous Changes: $0.00 Total of Changes to Dale: ($26,195.20) Awarded Contract Amount: $253,220.50 Final Contract Amount: $227,025.30 Reason for Change: Final balance \ Recommend for Approval: VJ - Date: y I o City of o kville Approved: Date: 1 Bish Excavating Company Approved: Date: City of Yorkville `QED C/p` Reviewed By: Agenda Item Number J� 4 T Legal ❑ I .I Finance F-1 esr. , 1836 Engineer � '''' g Tracking Number City Administrator ❑ Consultant ❑❑ a Cug _ C)LO <LEe Agenda Item Summary Memo Title: Countryside Parkway (E. Kendall—Center Pkwy)—Change Order 42 Meeting and Date: Feb. 19,2008 Public Works Committee Synopsis: This is a final balancing change order in the amount of a$13,016.92 decrease. Previous final balancing Change Order#1 will be voided. 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: `Al CITY o Memorandum EST. �`; 1836 To: Brendan McLaughlin,City Administrator ® Iii La y From: Joe Wywrot, City Engineer y� ry `gyp CC: Lisa Pickering, Deputy City Cheek h<LE �� Date: January 4,2008 Subject: Countryside Parkway(E. Kendall—Center Pkwy) Change Order#2 Attached find one copy of proposed Change Order#2 for the referenced project. This change order, in the amount of a$13,016.92 decrease, is the final balancing change order for the project. The City Council had previously approved final balancing Change Order#1 in the amount of an $11,243.14 decrease. During the final paperwork closeout,we noticed an error that affected the final quantity of two work items. Correcting that error results in an additional $1,773.78 decrease in the final project cost. Rather than having two final balancing change orders, approval of Change Order#2 will void Change Order#1. I recommend that this change order be approved. Please place this item on the Public Works Committee agenda of February 19,2008 for consideration. Change Order #2 UNITED CITY OF YORKVILLE Countryside Parkway (E. Kendall - Center Parkway) Change Order No. 2 (FINAL) MFT Section #01-00027-00-FP Date: 4-Jan-08 Aurora Blacktop Inc 1065 Sard Ave. Montgomery, IL 60538 Awarded Final Difference in No. Item Quantity Quantity Difference Unit Unit Price Cost 1 PAVEMENT REMOVAL, 6" 7566 7566 0.00 SO YD $2.95 $0.00 2 GUTTER OVERLAY REMOVAL 1468 1275 (193.00) FT $2.00 ($386.00) 3 AGGREGATE BASE REPAIR 230 79.65 (150.35) TON $25.00 ($3,758.75) 4 GEOTECH. FABRIC FOR GROUND STABILIZATION 380 0 (380.00) SO YD $1.65 ($627.00) 5 COMB. CURB AND GUTTER REMOVAL 251 301 .4 50.40 FT $10.00 $504.00 6 COMB. CONCRETE CURB AND GUTTER, TB6.12 251 301 .4 50.40 FT $19.50 $982.80 7 BUTT JOINT 456 439 (17.00) FT $5.00 ($85.00) 8 PREPARATION OF BASE 7566 7566 0.00 SO YD $0.45 $0.00 9 BIT. CONC. BINDER CSE.,SUPERPAVE, IL 19.0 N50 1740 1843.83 103.83 TON $46.55 $4,833.29 10 BIT. CONC. SURFACE CSE.,SUPERPAVE, MIXTURE C N 50 870 761 .61 (108.39) TON $54.15 ($5,869.32) 11 JOINT OR CRACK FILLING 3660 2913 (747.00) FT $1 .50 ($1 ,120.50) 12 AGGREGATE SURFACE COURSE, TY B, 6" 124 64 (60.00) SO YD $15.00 ($900.00) 13 MANHOLES TO BE ADJUSTED 5 2 (3.00) EA $500.00 ($1 ,500.00) 14 VALVE VAULT TO BE ADJUSTED 1 0 (1 .00) EA $375.00 ($375.00) 15 CATCH BASIN TO BE ADJUSTED 3 3 0.00 EA $375.00 $0.00 16 STORM SEWERS, TY 2, RCP, CL3, 12" 57 50 (7.00) FT $67.65 ($473.55) 17 CATCH BASIN, TY A, T11 F&G 1 1 0.00 EA $3,500.00 $0.00 18 CONNECT TO EXISTING STRUCTURE 1 1 0.00 EA $900.00 $0.00 19 TRENCH BACKFILL 41 11 .2 (29.80) CU YD $40.00 ($1 ,192.00) 20 BIT, DRIVE REPAIR 95 106 11 .00 SO YD $22.40 $246.40 21 PCC DRIVE REPAIR 29 29.8 0.80 SO YD $54.20 $43.36 22 SIDEWALK REMOVAL 246 154.9 (91 .10) SO FT $10.00 ($911 .00) 23 PC CONC SIDEWALK, 5 827 522.5 (304.50) SO FT $5.10 ($1 ,552.95) 24 DETECTABLE WARNINGS 100 132.7 32.70 SO FT $20.00 $654.00 25 THPL PVT MK LINE 12 75 72 (3.00) FT $4.75 ($14.25) 26 THPL PVT MK LINE 6 1092 1073 (19.00) FT $2.40 ($45.60) 27 THPL PVT MK LTR & SYM 17.6 17.6 0.00 SO FT $4.95 $0.00 28 RELOCATE SIGN PANEL ASSEMBLY, TY A 2 1 (1 .00) EA $500.00 ($500.00) 29 FURNISHING AND PLACING TOPSOIL, 6" 246 153 (93.00) SO YD $7.65 ($711 .45) 30 SEEDING, CLASS 1A 246 153 (93.00) SO YD $3.90 ($362.70) 31 EROSION CONTROL BLANKET 246 153 (93.00) SO YD $3.90 ($362.70) 32 TEMPORARY PAVEMENT MARKING, LINE 4" 970 1437 467.00 FT $1 .00 $467.00 33 TRAFFIC CONTROL & PROTECTION 1 1 0.00 L SUM $8,000.00 $0.00 Total change: ($13.016.92) Contract Award Amount: $223,287.82 Revised Contract Amount: $210,270.90 Note: Change Order #1 is void. Recommend for Approval: Date: i 1 410 City Yor ille Approved: `` ` Date: 7 ( C v Aurora Blacktop, Inc. Approved: Date: Page 1 0 CIP Reviewed By: Agenda Item Number J� T Legal ❑ 1836 EST. , Finance ❑ Engineer Q " Tracking Number L W City Administrator ❑ Consultant ❑ iD 1r�1 <LE F1 Agenda Item Summary Memo Title: Raymond Storm Sewer Outfall—Change Order 16 Meeting and Date: February 19, 2008 Public Works Committee Synopsis: This is the final balancing change order in the amount of at $20,289.75 increase. 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/py fL n Memorandum EST 1836 To: Brendan McLaughlin, City dm' for From: Joe Wywrot, City Engineer .`\\ - gym- p CC: Sue Mika, Finance Director S CE Lisa Pickering,Deputy City Clerk Date: January 25, 2008 Subject: Raymond Storm Sewer—Change Order#5 Attached find one copy of proposed Change Order#5 for the referenced project. This change order,in the amount of a$20,289.75 increase, is the final balancing change order for this project. Most of the changes were relatively small. The one large increase was for additional trench backfill.The majority of this item was used to cross the old Asparagus Crate parking lot,with a lesser amount used to help stabilize the jacking pit at Route 47. I recommend that this change order be approved. Please place this item on the February 19, 2008 Public Works Committee agenda for consideration. CHANGE ORDER Order No. 5 Date: January 22, 2008 Agreement Date: November 20, 2006 NAME OF PROJECT: RAYMOND STORM SEWER OUTFALL G-Z OWNER: United City of Yorkville CONTRACTOR: Wheaton Trenching, Inc. The following changes are hereby made to the CONTRACT DOCUMENTS : 1 . Deduction to line item 1 : SILT FENCE 4105 FOOT @ $ 1 . 15 / FOOT ($41720 .75) 2. Deduction to line item 3: STORM SEWER, 60" REINFORCED CONCRETE PIPE , CLASS II 9 FOOT @ $138.50 / FOOT ($ 1 ,246.50) 3. Addition to line item 4: STORM SEWER, 60" REINFORCED CONCRETE PIPE, CLASS IV 9 FOOT @ $ 143 . 00 / FOOT $ 1 ,287. 00 4. Addition to line item 5: STORM SEWER, 60" ADS N-12 HC PIPE 4 FOOT @ $ 155 .00 / FOOT $620. 00 5. Addition to line item 17: PAVEMENT REMOVAL AND REPLACEMENT 50 SQUARE YARDS @ $80 .00 / SQUARE YARD $4, 000.00 6. Addition to line item 18: TRENCH BACKFILL 407 CUBIC YARDS @ $50. 00 / SQUARE YARD $20, 350.00 Change of CONTRACT PRICE: Original CONTRACT PRICE: $949, 800.25 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S) $ 1 , 217,713. 94 CO-01 G1Public\Yorkville=04\Y00413 Raymond Storm Sewer Outfall\docs\chgorder05 - Final balancing change order.doc CHANGE ORDER NO . 5 PAGE 2OF2 The CONTRACT PRICE due to this CHANGE ORDER will be (increased)(deereased) by: $20,289.75 The new CONTRACT PRICE including this CHANGE ORDER will be: $ 1 ,238 , 003.69 JUSTIFICATION 1 . Silt fence footage was removed in areas deemed to be of no risk of off-site sedimentation given the construction time of year (March 2007) as was discussed in the preconstruction meeting on January 29, 2007. 2 — 4 . Additions / Deductions in footages based on final field measurement 5. Additional pavement was required along the edge of Corneils near structure T. 6. Additional trench backfill was added at the boring pit to protect the structural integrity of Route 47 as well as along the parking lot in front of Ratos , as discussed at the preconstruction meeting on January 29, 2007 . Change to CONTRACT TIME: NONE Approvals Required: To be effective this order must be approved by the appropriate jurisdictional agency if it changes the scope r objective of the PROJECT, or as may otherwise be required by the SUPPLEMENT G RAL CONDITIONS. Requested by: Wheaton Trenching , Inc. Recommended by: Engineering Enterprises, Inc. Accepted by: United City of Yorkville CO-02 G1Publifforkville\2004W00413 Raymond Storm Sewer Ouffall\dots\chgorder05 - Final balancing change order.doc 0 clpy Reviewed By: Agenda Item Number J� a Legal ❑ �1 (V�' Vil✓` # (q esr. , l ieac Finance ❑ Engineer 1F] Zh i° Tracking Number < City Administrator ❑ Consultant ❑ V�1 aU08_ a g <CE AY ❑ Agenda Item Summary Memo Title: In-Town Road Program—Roadway Change Order 94 Meeting and Date• February 19, 2008 Public Works Committee Synopsis: This is a final balancing change order in the amount of a$60,341.54 increase for 51 of the 59 pay items for this project. 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: �\�ED C/Ty Memorandum EST 1 isss To: Brendan McLaughlin, City A ' 'stra or - _- From: Joe Wywrot, City Engineer U� 4 ��I ; CC: Sue Mika,Finance Director Lisa Pickering, Deputy City Clerk <CE Eby Date: February 5, 2008 Subject: In-Town Road Program—Roadway Change Order#4 Attached find revised Change Order#4 from the In-Town Road Program. This change order, in the amount of a$60,341.54 increase,is the final balancing change order for 51 of the 59 pay items for this project. Most pay items increased or decreased by relatively minor amounts. Those pay items that experienced significant increases were as follows: Tree Removal -$7137.00 increase. Primarily due to tree removal on Heustis Street. These trees were removed due to poor condition and unavoidable damage during construction. Concrete Driveway Aprons - $9,553.74 increase. There were several driveways where we decided to replace to existing joints. We also offered residents the opportunity to upgrade to concrete if they paid the difference in cost. Concrete Sidewalk- $17,685.00 increase. This increase is beyond the previously approved increase for new sidewalk on Heustis Street.Additional sidewalk in poor condition was replaced on Adams Street and Mill Street. We also increased the sidewalk width on East Hydraulic Ave. in the business district area. Detectable Warnings-$16,147.00 increase. This item was not estimated accurately in the original design. Concrete Gutter,Type A- $5468.30 increase.Additional gutter was constructed on W.Van Emmon near Morgan Street. We also added a curb/gutter on E.Hydraulic along the edge of the new sidewalk to provide better drainage while also discouraging parking on the sidewalk. Bituminous Surface Course-$10,051.25 increase. Leveling courses of asphalt were required on Hydraulic Avenue to reach the desired cross slope. Modular Retaining Wall - $15,625.00 increase. We extended this wall across the frontage of 404 W.Van Emmon due to the steep drop in elevation from the house to the street. Those pay items not finalized in this change order are for landscape restoration,bituminous driveway and concrete sidewalk replacement,and pavement striping. We do not anticipate significant increases when those items are finalized. I recommend that this revised change order be approved. Please place this item on the Public Works Committ ee agenda of February 19,2008 for consideration. CITY OF YORKVILLE CHANGE ORDER PROJECT NAME: 2007 In Town Road Improvement Program JOB NO.: YORK-040818.02-06 LOCATION: All of Site CHANGE ORDER: 4 CONTRACTOR: Aurora Blacktop Inc. DATE: 1 /17/2008 DESCRIPTION OF CHANGE ORDER: Partial balace in quantities. ORIGINAL CONTRACT AMOUNT: [1 ] $1 ,232,735.79 TOTAL OF PREVIOUS AUTHORIZED CHANGE ORDERS: [2] $46,448.25 CURRENT CONTRACT AMOUNT: ([1 ]+[2]) [3] $1 ,279, 184.04 PROPOSED CHANGE ORDER: (PENDING APPROVAL) [4] $601341 .54 PROPOSED REVISED CONTRACT AMOUNT: (PENDING APPROVAL) ([3]+[4]) [5] $1 ,339, 525.58 NET OF ALL CHANGE ORDERS: (PENDING APPROVAL) ([2]+[4]) $106,789.79 TIME EXTENSION OR REDUCTION: 0 TOTAL CONTRACT TIME: (PENDING APPROVAL) RECOMM U NDED FJDR AC T E : 1 t ( -2j -0 % Approved By: Re )dent E ginee Date ('$10Kor25%) Mayor Date ZO� Approved By: Con rracto Date (<$,OKor25%) Village Administrator Date z 1510 � Attest: Villa de ngine r Date Village 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 2007 In-Town Road Improvement Program C.O. # 4 Partial balance in quantities NO ITEM CURRENT UNIT UNIT TOTAL FINAL DIFFERENCE FINAL QUAN PRICE PRICE QUAN QUAN AMOUNT 1 Tree Removal (over) 15 Units Dia. 52 UNIT $30.50 $1 ,586.00 286.0 234.00 $8,72100 2 Earth Excavation 4053 CU YD $40.95 $165,970.35 4,053.0 0.00 $165,970.35 3 Grading and Shaping Ditches 1781 L.F. $9.50 $16,919.50 2,025.0 244.00 $19,237.50 4 Topsoil Furnish and Place, 4" 13661 SQ YD $3.30 $45,081.30 13,640.0 (21 .00) $45,012.00 5 Seeding, Class to 3 ACRE $4,775.00 $14,325.00 3.0 0.00 $14,325.00 *6 Nitrogen Fertilizer Nutrient 252.9 LBS $1.20 $303.48 252.9 0.00 $303.48 '7 Phosphorus Fertilizer Nutrient 252.9 LBS $1 .20 $303.48 252.9 0.00 $303.48 '8 Potassium Fertilizer Nutrient 252.9 LBS $1 .20 $303.48 252.9 0.00 $303.48 9 Erosion Control Blanket 13661 SO YD $1 .20 $16,393.20 13,640.0 (21 .00)1 $16,368.00 10 Heavy Duty Erosion Control Blanket 489 SO YD $4.75 $2,322.75 0.0 (489.00) $0.00 11 Aggregate Base Course, Type B 11" 3645 SQYD $8.45 $30,800.25 3,645.0 0.00 $30,800.25 12 Aggregate Base Course, Type B 15" 4604 SQ YD $11 .20 $51 ,564.80 4,604.0 0.00 $51 ,564.80 13 Agg. Base Course Rem.& Repl. w/ type B - 12" 4313 SO YD $15.35 $66,204.55 3,740.0 (573.00) $57,409.00 14 Bituminous Materials (Prime Coat) 5358 GAL $1 .20 $6,429.60 6,286.0 928.00 $7,543.20 15 Aggregate (Prime Coat) 21 TON $10.00 $210.00 0.0 (21 .00) $0.00 16 Aggregate Surface Course, Type B 47.9 TON $40.00 $1 ,916.00 47.9 0.00 $1 ,916.00 '17 Hot-Mix Asphalt Driveway 1969 SQYD $18.00 $35,442.00 2, 119.7 150.70 $38, 154.60 18 Portland Cement Concrete Driveway, 6" 175 SO YD $45..15 $7,901 .25 386.6 211 .60 $17,454.99 '19 Portland Cement Concrete Sidewalk, Special 5" 26326 SO FT $4.50 $118,467.00 30,256.0 3930.00 $136,152.00 20 Detectable Warnings 204 SO FT $19.20 $3,916.80 1 ,045.0 841 .00 $20,064.00 21 Pulverize and Relay Asphalt pvm't & Bse Cse. 8" 19900 SQYD $2.50 $49,750.00 19,900.0 0.00 $49,750.00 22 Driveway Pavement Removal 2020 SO YD $4.25 $8,585.00 2,198.6 178.60 $9,344.05. 23 Combination Curb & Gutter Removal 34 L.F. $10.00 $340.00 415.0 381 .00 $4, 150.00 24 " Sidewalk Removal 14432 SO FT $1 .00 $14,432.00 11 ,708.6 (2723.40) $11 ,708.60 . 25 Class D Patches, Type IV 49 SO YD $45.00 $2,205.00 49.0 0.00 2205.00 26 Aggregate Shoulder, Type B, 8" 1036 SO YD $10.15 $10,515.40 266.0 (770.00) $2,699.90 27 Hot-Mix Asphalt Shoulder, 8" 2393 SO YD $25.80 $61 ,739.40 2,393.0 0.00 $61 ,739.40 28 Hot-Mix Asphalt Mailbox Turnout 90 SQYD $14.50 $1 ,305.00 0.0 (90.00)1 $0.00. ' : . 29 Pipe Culverts, Type 1 , 12" 247 L.F. $30.50 $7,533.50 248.0 1 .00 $7,564.00 30 Pipe Culverts Removal 412 L.F. $16.50 : $6,798.00 412.0 0.00 $6,798.00 31 Metal End Section, 12" 20 EACH $195.00 $3,900.00 11 .0 (9.00) $2,145.00 32 San. MH to be Adj. Ty-1 Fr.,CL. Chimney Seal 34 EACH $1 ,070.00 $36,380.00 34.0 0.00 $36,380.00 . 33 Valve Vault to be Adj. Ty-1 Fr., CL 26 EACH $750.00 $19,500.00 19.0 (7.00) $14,250.00 34 Concrete Gutter, Type A (Modified) 6093 L.F. $14.90 $90,785.70 6,460.0 367.00 $96,254.00 .:. 35 jComb. Conc. Curb & Gutter, Ty-B-6.12 1141 L.F. $20.15 $22,991 .15 1 ,319.0 178.00 $26,577.85 36 Comb. Conc. Curb & Gutter, Ty-B-6.24 60.8 L.F. $25.25 $1 ,535.20 7&0 15.20 $1 ,919.00 37 Steel Plate Beam Guardrail, Type B 125 L.F. $33.95 $4,243.75 125.0 0.00 $4,243.75 38 Traffic Barrier Terminal Type 1 Special (Tangent) 2 EACH $2,510.00 - $5,020.00 2.0 0.00 $5,020.00: 39 Traffic Control and Protection 1 L SUM $5,000.00 $5,000.00 1 .0 0.00 $5,000.00 '40 Thermoplastic Pavement Marking- Line 4" 4877 L.F. $0.85 $4,145.45 4,877.0 0.00 $4,145.45 '41 Preformed Pavement Marking- Line 6" 1917 L.F. $5.50 $10,543.50 1 ,917.0 0.00 $10,543.50 "42 Preformed Pavement Marking- Line 24" 313 L.F. $29.50 - $9,233.50 313.0 0.00 $9,233.50 c 43 Hot-Mix Asphalt Bind. Cse., Superpave,IL-1 9,N50 3003 TON $45.15 $135,585.45 3,003.0 0.00 $135,585.45 44 Hot-Mix Asphalt Surf. Cse., Superpave,IL-19,N50 2250 TON $53.75 $120,937.50. 2,437.0 187.00 $130,98835': 45 Modular Retaining Wall System 161 SO FT $25.00 $4,025.00 786.0 625.00 $19,650.00 46 Timber Retaining Wall Removal 300 L.F. $3.00 $900.00 300.0 0.00 r $900.00 47 Concrete Step Removal 1 EACH $300.00 $300.00 1 .0 0.00 $300.00 48 Class St Concrete Steps 2 CU YD $1 ,180.00 $2,360.00 2.5 0.50 $2,950.00. - 49 Reinforcing Bars 71 LBS $4.00 $284.00 71 .0 0.00 $284.00 50 Pipe Handrail (Galvanized) 42 L.F. $80.50 $3,381.00 0.0 (42.00) - . $0.00 51 Protective Bollard 4 EACH $300.00 $1 ,200.00 2.0 (2.00) $600.00 52 Saw Cut 1107 L.F. $2.50 $2,767.50 786.0 (321:00) $1 ,965.00 53 Guardrail Removal 176 L.F. $10.00 $1 ,760.00 176.0 0.00 $1 ,760.00 54 Guardrail Markers, Type A 4 EACH $12.00 $48.00 4.0 0.00 $48.00 55 Inlets To Be Adjusted 43 EACH $175.00 $7,525.00 41 .0 (2.00) $7, 175.00 56 Catch Basins To Be Adjusted - 56 EACH $175.00 $9,800.00 49.0 (7.00) $8,575.00 57 Manholes To Be Adjusted 13 EACH $510.00 $6,630.00 13.0 0.00 $6,630.00 58 Change Order #2 1 LSUM $4,180.00 $4,180.00 1 .0 0.00 $4,180.00- 59 Change Order #3 1 L SUM $14,658.25 $14,658.25 1 .0 0.00 $14,658.25 $1,339,525.58 ' Refers to items that could be subject to change, due to 2008 punch-list. CURRENT CONTRACT AMOUNT $1,279,184.04 FINAL CONTRACT AMOUNT $1,339,525.58 DIFFERENCE $60,341.54 Page 2 of 2 `(4e.D Cip Reviewed By: Agenda Item Number J� 0� T Legal ❑ Finance ❑ EST. , w leas Engineer 0\D 41t' Tracking Number 0� y City Administrator ❑ Consultant ❑ �v1( auc)g --aq <ILE ��' ❑ Agenda Item Summary Memo Title: Blackberry Woods—Letter of Credit Reductions#I Meeting and Date• February 19, 2008 Public Works Committee Synopsis: These reductions are based on work completed to date. Recommend reductions totaling$2,578,362.13. The remaining LOC's would total $1,150,015.75. 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: �A% Clpy �z o� Memorandum EST. , 1836 To: Brendan McLaughlin, City Administra or a From: Joe Wywrot, City Engineer U CC: Lisa Pickering, Deputy City C --- Date: February 7, 2008 <<E Subject: Blackberry Woods—Letter of Credit Reductions#1 Castle Bank LOC#7000262003-901 Earthwork Castle Bank LOC#7000262003-902 Sitework Attached find a request from McCue Builders for a reduction to the two letters of credit in place for the Blackberry Woods subdivision. I have reviewed the request and in general concur with the amount of work constructed to date. I recommend that we not reduce the erosion control item below 50%, and I pro-rated the petroleum escalator item. Please refer to the attached spreadsheet for details. I recommend that Castle Bank Letter of Credit No. 7000262003-901 for earthwork-related items be reduced by the amount of$623,680.99. The remaining amount of that letter of credit would be $122,117.30. I recommend that Castle Bank Letter of Credit No. 7000262003-902 for sitework- related items be reduced by the amount of$1,954,681.14. The remaining amount of that letter of credit would be$1,027,898.45. Please place this item on the February 19,2008 Public Works Committee agenda for consideration. Page 1 of 1 Joe Wywrot From: PSMVSM @aol.com Sent: Tuesday, January 15, 2008 1:14 PM To: jwywrot @yorkville.il.us Cc: Sam @Cemcon.com Subject: Blackberry Woods LOC reductions Attachments: LOC Reduction1.xls Joe, Thank you for your time today. Attached is a request to reduce the letter of credit for Blackberry Woods. Please review the request and feel free to contact me or Sam regarding any supporting documentation. Sincerely, Sean Michels 630/514-9286 Start the year off right. Eaas ways to stay in shape in the new year. 1/18/2008 City of Yorkville 7-Feb-08 Letter of Credit/Bond Reduction Subdivision: Blackberry Woods Reduction No. 1 Earthwork Bond/LOC No. Castle Bank LOC#7000262003-901 LOC/Bond Approved Original amount Amount complete prior Amount of Amount to remain Item Eno. Est. for LOC/Bond to Reduction No.1 Reduction No.1 after Red. No.1 Earthwork $548,520.00 $603,372.00 $548,520.00 $521,094.00 $82,278.00 Erosion/Sediment Control $38,413.00 $42,254.30 $19,206.50 $18,246.18 $24,008.13 Regional Storm Sewer $58,779.80 $64,657.78 $58,779.80 $55,840.81 $8,816.97 5% Petroluem Escalator $32.285.64 $35,514.20 $30,000.00 $28,500.00 $7,014.20 Totals $677,998.44 $745,798.28 $656,506.30 $623,680.99 $122,117.30 Notes: a) LOC/Bond amt. to be 15% of substantially completed items plus 110% of uncompleted items prior to final acceptance. b) LOC/Bond reduced to 10% at final acceptance. c) Manual input required for cells highlighted in yellow. City of Yorkville 7-Feb-08 Letter of Credit/Bond Reduction Subdivision: Blackberry Woods Reduction No. 1 Sitework Bond/LOC No. Castle Bank LOC#7000262003-902 LOC/Bond Approved Original amount Amount complete prior Amount of Amount to remain Item Eng. Est. for LOC/Bond to Reduction No.1 Reduction No.1 after Red. No.1 San. Sewer $452,369.75 $497,606.73 $452,369.75 $429,751.26 $67,855.46 Watermain $463,427.00 $509,769.70 $463,427.00 $440,255.65 $69,514.05 Local Storm Sewer $384,572.20 $423,029.42 $384,572.20 $365,343.59 $57,685.83 Pavement $759,586.85 $835,545.54 $569,690.14 $541,205.63 $294,339.90 Streetlighting $71,000.00 $78,100.00 $0.00 $0.00 $78,100.00 Sidewalks $275,968.00 $303,564.80 $0.00 $0.00 $303,564.80 Landscaping $184,166.00 $202,582.60 $100,000.00 $95,000.00 $107,582.60 5% Petroleum Escalator $120,346.19 $132.380.81 $87.500.00 $83.125.00 $49.255.81 Totals $2,711,435.99 $2,982,579.59 $2,057,559.09 $1,954,681.14 $1,027,898.45 Notes: a) LOC/Bond amt. to be 15% of substantially completed items plus 110% of uncompleted items prior to final acceptance. b) LOC/Bond reduced to 10% at final acceptance. c) Manual input required for cells highlighted in yellow. `QED C/py Reviewed By: Agenda Item Number O J s Legal ❑ Finance ❑ EST. , isss Engineer la ' -4 ��I n y City Administrator Tracking Number Consultant ❑❑ PV\) <LE ��• Agenda Item Summary Memo Title: Briarwood Subdivision—Bond Reductions#2 Meeting and Date• February 19, 2008 Public Works Committee Synopsis: Recommend a reduction in the amount of$25,769.16 based on work completed to date. 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: Memorandum EST. _ 836 To: Brendan McLaughlin, City A Zrk a rr From: Joe Wywrot, City Engineer � " CC: Lisa Pickering, Deputy City <<E Date: February 8,2008 Subject: Briarwood Subdivision—Bond Reductions#2 Attached find a request from Smith Engineering Consultants on behalf of the Briarwood developer to reduce the two existing bonds for the Briarwood development. The request is based on the fact that the commercial portion of the development has been sold off, and on work completed to date. Regarding the commercial parcel,we have advised the developer that the city views the development as a whole entity,regardless of individual lot ownership. We cannot release the construction guarantee for the commercial property unless that new owner establishes a separate guarantee to assume responsibility for the land improvements associated with that property. Regarding a reduction based on work completed to date, some additional work has been completed. I recommend a reduction to Safeguard Bond No.5012882 for sitework in the amount of$25,769.16. The remaining amount of the bond would be$337,898.08. Lexon Bond No. 1010743 would remain unchanged in the amount of$139,678.41. Please place this item on the February 19,2008 Public Works Committee agenda for consideration. r ISmith Engineering Consultants Civil/Structural Engineers and Surveyors January 29, 2008 Mr. Joseph Wywrot City Engineer United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 RE: Cornerstone Commercial - Letter of Credit Reduction #2 Cornerstone Subdivision Overall — Letter of Credit Reduction #2 SEC Job No. : TRIA-030978-3 Dear Joe: On behalf of Triangle Investments, we request the United City of Yorkville to release the retained amount of $57,765.67 for the Cornerstone Commercial parcel (Lot 47). The last Letter of Credit Reduction (#I) was submitted to the United City of Yorkville on September 8, 2005 . Since the last reduction the property has changed ownership. We also request that the residential Letter of Credit Reduction #2 be re-evaluated per the improvements completed to date. If you have any questions or require any additional information, please call. I may be reached at (630) 553-7560. Sincerely, SEC Group, Inc. George Keck, E.I. Civil Engineer II Enclosure GEK/pg Y:Vobs\Smith\2003\030978-Comerstone\couespondence\letters\030978-3-LOC-AEDUC-Commercial.doc Illinois • Texas A division of SEC Group, Inc. 651 Prairie Pointe Drive, Yorkville, Illinois 60560 t. 630.553.7560 f. 630.553.7646 www.secgroupinc.com 8-Feb-08 Letter of Credit/Bond Reduction Subdivision: Cornerstone Reduction #2 Safeguard Bond #5012882 Approved Theoretical Actual Bond Amt. Substantially complete Amount of Remaining Item Eng. Est. Bond Amount Bond Amount Prior to Red. #2 prior to Red. #2 Reduction #2 Amount after Red.#2 Earthwork* $0.00 $0.00 $42,758.44 $0.00 $0.00 $0.00 $0.00 Roadway $269,340.06 $296,274.07 $296,274.07 $135,108.39 $170,975.38 $1 ,260.94 $1332847.46 Storm Sewer $190,824.25 $209,906.68 $209,906.68 $28,623.64 $190,824.25 $0.00 $28,623.64 Watermains $157, 168.25 $172,885.08 $172,885.08 $23,575.24 $157, 168.25 $0.00 $23,575.24 Sanitary Sewer $154,915.25 $170,406.78 $1702406.78 $23,237.29 $154,915.25 $0.00 $232237.29 Miscellaneous $26,970.00 $292667.00 $29,667.00 $82938.00 $24,820.00 $2,850.00 $6,088.00 Landscaping $134,860.00 $148,346.00 $1482346.00 $116,316.75 $33,715.00 $0.00 $116,316.75 Construction Staking $30,398.06 $332437.87 $33,437.87 $26,217.93 $30,398.06 $21 ,658.22 $4,559.71 Greenbrier Road Items $1 ,500.00 $1 ,650.00 $1 ,650.00 $1 ,650.00 $0.00 $0.00 $1 ,650.00 Totals $965,975.87 $1 ,0623573.46 $13105,331 .90 $363,667.24 $762,816. 19 $25,769.16 $3372898.08 Notes: 1 ) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. Earthwork substantially covered by separate bond. Construction guaranty for earthwork dropped to zero for Safeguard bond and completely covered by Lexon bond after Reduction #1 8-Feb-08 Letter of Credit/Bond Reduction Subdivision: Cornerstone Reduction #2 Lexon Bond #1010743 Approved Theoretical Actual Bond Amt. Substantially complete Amount of Remaining Item Eng. Est. Bond Amount Bond Amount Prior to Red. #2 prior to Red. #2 Reduction #2 Amount after Red.#2 Grading $584.325.40 $642.757.94 $600.000.00 $139,678.41 $529.557.40 0.00 $139.678.41 Totals $584,325.40 $642,757.94 $600,000.00 $139,678.41 $529,557.40 $0.00 $139,678.41 Notes: 1 ) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. C/p� Reviewed By: J�® O� Legal ❑ Agenda Item Number Finance F1 �uSN{rSS ,�,� EST. , � ® 1836 Engineer ®� g y ❑ " p W Tracking Number City Administrator nary 20 Consultant ❑ 6Uc)3 31 Agenda Item Summary Memo Title: Raintree Village Units 1, 2, 3, &4—Letters of Credit Expiration Meeting and Date• February 19,2008 Public Works Committee Meeting Synopsis: These letters of credit are due to expire on or before May 9,2008. Recommend authorizing the City Clerk to call the LOC's if they are not renewed by April 14, 2008. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize the City Clerk to call the Letters of Credit if they are not renewed by April 14, 2008 Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: J2`.1�D C/'*/'� United City of Yorkville Memo 800 Game Farm Road EST. 1 _ 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 �� ° p Fax: 630-553-3436 1E Date: February 11, 2008 To: Brendan McLaughlin, City Administrator From: Joe Wywrot, City Engineer !.J CC: Lisa Pickering, Deputy City Clerk Kathleen Orr, City Attorney Subject: Raintree Village Units 1,2, 3, &4—Letters of Credit Expiration Attached find notices from Fidelity Guarantee &Acceptance Corp.that various letters of credit are due to expire soon. These letters of credit are as follows: LOC# For Amount Remarks Expiration Date FGAC-06116 Unit 1 $ 99,946.00 Land improvements May 9,2008 FGAC-06117 Unit 2 $152,905.79 Earthwork items May 9, 2008 FGAC-06118 Unit 3 $ 99,047.98 Earthwork items May 9,2008 FGAC-06108 Unit 4 $396,809.12 Land improvements April 28,2008 We will notify the developer that these letters of credit need to be renewed, and I anticipate that they will. In the meantime,however, I recommend that City Council authorize the City Clerk to call these letters of credit if they are not renewed prior to April 14, 2008. Please place this item on the Public Works Committee agenda of February 19, 2008 for consideration. FIDELITY GUARANTY AND ACCEPTANCE CORP. 700 NW 107 AVENUE - SUITE 240 ^ ' _ MIAMI, FLORIDA 33172 PHONE (305) 553-8724 FEBRUARY 5, 2008 NOTICE OF LETTER OF CREDIT EXPIRATION BENEFICIARY: APPLICANT: MAYOR AND ALDERMEN LENNAR COMMUNITIES OF CHICAGO CITY OF YORKVILLE 2300 BARRINGTON ROAD, SUITE 600 800 GAME FARM ROAD HOFFMAN ESTATES, IL 60169 YORKVILLE, IL 60560 RE: OUR STANDBY LETTER OF CREDIT NO. FGAC-06116 PRESENTLY FOR AN AMOUNT OF USD $99,946.00 (NINETY NINE THOUSAND NINE HUNDRED FORTY SIX AND 00/100 US DOLLARS) ISSUED IN YOUR FAVOR FOR THE ACCOUNT OF LENNAR COMMUNITIES OF CHICAGO. GENTLEMEN: BE ADVISED THAT IN ACCORDANCE WITH THE LETTER OF CREDIT TERMS, WE HEREBY SERVE NOTICE THAT THE REFERENCED LETTER OF CREDIT WILL EXPIRE ON MAY 92 2008 WITH OUR CLOSE OF BUSINESS AT FIDELITY GUARANTY AND ACCEPTANCE CORP., ATTN: LETTER OF CREDIT DEPT., 700 NW 107 AVENUE - SUITE 240, MIAMI, FLORIDA 33172. ANY DRAWING RECEIVED AFTER MAY 9, 2008 WILL BE REFUSED. PLEASE RETURN THE ORIGINAL LETTER OF CREDIT AND ALL AMENDMENTS UPON EXPIRATION. FAILURE TO RETURN THE ORIGINAL LETTER OF CREDIT AND AMENDMENTS WILL HAVE NO EFFECT AND OUR LETTER OF CREDIT WILL BE CONSIDERED EXPIRED. ACKNOWLEDGED BY: BENEFICIARY DATE IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT LE'T'TER OF CREDIT DEPARTMENT AT 305-553- 8724 AS SOON AS POSSIBLE. VERY TRULY YOURS, FIDELITY GUARANTY AND ACCEPTANCE CORP. JACQUEL E SOUZA, VICE PRESIDENT CC: LENNAR COMMUNITES OF CHICAGO ATTN: KAREN BLAKE 2300 BARRINGTON ROAD, SUITE 600 HOFFMAN ESTATES, IL 6016 9 FIDELITY GUARANTY AND ACCEPTANCE CORP. ' l 700 NW 107 AVENUE - SUITE 240 MIAMI, FLORIDA 33172 PHONE (305) 553-8724 FEBRUARY 5, 2008 NOTICE OF LETTER OF CREDIT EXPIRATION BENEFICIARY: APPLICANT: MAYOR AND ALDERMEN LENNAR COMMUNITIES OF CHICAGO CITY OF YORKVILLE 2300 BARRINGTON ROAD, SUITE 600 800 GAME FARM ROAD HOFFMAN ESTATES, IL 60169 YORKVILLE, IL 60560 RE: OUR STANDBY LETTER OF CREDIT NO. FGAC-06117 PRESENTLY FOR AN AMOUNT OF USD $ 1523905.79 (ONE HUNDRED FIFTY TOW THOUSAND NINE HUNDRED FIVE AND 79/100 US DOLLARS) ISSUED IN YOUR FAVOR FOR THE ACCOUNT OF LENNAR COMMUNITIES OF CHICAGO: GENTLEMEN: BE ADVISED THAT IN ACCORDANCE WITH THE LETTER OF CREDIT TERMS, WE HEREBY SERVE NOTICE THAT THE REFERENCED LETTER OF CREDIT WILL EXPIRE ON MAY 97 2008 WITH OUR CLOSE OF BUSINESS AT FIDELITY GUARANTY AND ACCEPTANCE CORP., ATTN: LETTER OF CREDIT DEPT., 700 NW 107 AVENUE - SUITE 240, MIAMI, FLORIDA 33172. ANY DRAWING RECEIVED AFTER MAY 9, 2008 WILL BE REFUSED. PLEASE RETURN THE ORIGINAL LETTER OF CREDIT AND ALL AMENDMENTS UPON EXPIRATION. FAILURE TO RETURN THE ORIGINAL LETTER OF CREDIT AND AMENDMENTS WILL HAVE NO EFFECT AND OUR LETTER OF CREDIT WILL BE CONSIDERED EXPIRED. ACKNOWLEDGED BY: BENEFICIARY DATE IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT LETTER OF CREDIT DEPARTMENT AT 305-553- 8724 AS SOON AS POSSIBLE. VERY TRULY YOURS, FIDELITY GUARANTY AND ACCEPTANCE CORP. JACQUE E ESOUZA, ICE PRESIDENT CC: LENNAR. COMMUNITES OF CHICAGO ATTN: KAREN BLAKE 2300 BARRINGTON ROAD, SUITE 600 HOFFMAN ESTATES, IL 60.169 FIDELITY GUARANTY AND ACCEPTANCE CORP. ^� 700 NW 107 AVENUE - SUITE 240 MIAMI, FLORIDA 33172 PHONE (305) 553-8724 FEBRUARY 5, 2008 NOTICE OF LETTER OF CREDIT EXPIRATION BENEFICIARY: APPLICANT: MAYOR AND ALDERMEN LENNAR COMMUNITIES OF CHICAGO CITY OF YORKVILLE 2300 BARRINGTON ROAD, SUITE 600 800 GAME FARM ROAD HOFFMAN ESTATES, IL 60169 YORKVILLE, IL 60560 RE: OUR STANDBY LETTER OF CREDIT NO. FGAC-06118 PRESENTLY FOR AN AMOUNT OF USD $99,047.98 (NINETY NINE THOUSAND FORTY SEVEN AND 98/100 US DOLLARS) ISSUED IN YOUR FAVOR FOR THE ACCOUNT OF LENNAR COMMUNITIES OF CHICAGO. GENTLEMEN: . BE ADVISED THAT IN ACCORDANCE WITH THE LETTER OF CREDIT TERMS, WE HEREBY SERVE NOTICE THAT THE REFERENCED LETTER OF CREDIT WILL EXPIRE ON MAY 9, 2008 WITH OUR CLOSE OF BUSINESS AT FIDELITY GUARANTY AND ACCEPTANCE CORP., ATTN: LETTER OF CREDIT DEPT., 700 NW 107 AVENUE - SUITE 240, MIAMI, FLORIDA 33172. ANY DRAWING RECEIVED AFTER MAY % 2008 WILL BE REFUSED. PLEASE RETURN THE ORIGINAL LETTER OF CREDIT AND ALL AMENDMENTS UPON EXPIRATION. FAILURE TO RETURN THE ORIGINAL LETTER OF CREDIT AND AMENDMENTS WILL HAVE NO EFFECT AND OUR LETTER OF CREDIT WILL BE CONSIDERED EXPIRED. ACKNOWLEDGED BY: BENEFICIARY DATE IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT LETTER OF CREDIT DEPARTMENT AT 305-553- 8724 AS SOON AS POSSIBLE. VERY TRULY YOURS, FIDELITY GUARANTY AND ACCEPTANCE CORP. JACQUE ESOUZ VICE PRESIDENT CC: . LENNAR COMMUNITES OF CHICAGO ATTN: KAREN BLAKE 2300 BARRINGTON ROAD, SUITE 600 HOFFMAN ESTATES, IL 60169 FIDELITY GUARANTY AND ACCEPTANCE CORP. 0ti ;� A 700 NW 107 AVENUE - SUITE 240 ----- MIAMI, FLORIDA 33172 PHONE (305) 553-8724 FEBRUARY 5, 2008 NOTICE OF LETTER OF CREDIT EXPIRATION BENEFICIARY: APPLICANT: CITY OF YORKVILLE LENNAR COMMUNITIES OF CHICAGO 800 GAME FARM ROAD - 2300.BARRINGTON ROAD, SUITE 600- YORKVILLE, IL 60560 HOFFMAN ESTATES, IL 60169 RE: OUR STANDBY LETTER OF CREDIT NO. FGAC-06108 PRESENTLY FOR AN AMOUNT OF USD $396,809. 12 (THREE HUNDRED NINETY SIX THOUSAND EIGHT HUNDRED NINE AND 12/100 US DOLLARS) ISSUED IN YOUR FAVOR FOR THE ACCOUNT OF LENNAR COMMUNITIES OF CHICAGO. GENTLEMEN: BE ADVISED THAT IN ACCORDANCE WITH THE LETTER OF CREDIT TERMS, WE HEREBY SERVE NOTICE THAT THE REFERENCED LETTER OF CREDIT WILL EXPIRE ON APRIL 28, 2008 WITH OUR CLOSE OF BUSINESS AT FIDELITY GUARANTY AND ACCEPTANCE CORP., ATTN: LETTER OF CREDIT DEPT., 700 NW 107 AVENUE - SUITE 240, MIAMI, FLORIDA 33172. ANY DRAWING RECEIVED AFTER APRIL 283 2008 WILL BE REFUSED. PLEASE RETURN THE ORIGINAL LETTER OF CREDIT AND ALL AMENDMENTS UPON EXPIRATION, FAILURE TO RETURN THE ORIGINAL LETTER OF CREDIT AND AMENDMENTS WILL HAVE NO EFFECT AND OUR LETTER OF CREDIT WILL BE CONSIDERED EXPIRED. ACKNOWLEDGED BY: BENEFICIARY DATE IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT LETTER OF CREDIT DEPARTMENT AT 305-553- 8724 AS SOON AS POSSIBLE. VERY TRULY YOURS, FIDELITY GUARANTY AND ACCEPTANCE CORP. TACQUELIN E UZA, V CE PRESIDENT CC: LENNAR. COMMUNITIES .OFCHICAGO ATTN: KAREN BLAKE 2300 BARRINGTON ROAD, SUITE 600. HOFFMAN ESTATES,. IL 60169 Reviewed By: J?♦ O� Legg ❑ Agenda Item Number Finance ❑ KIC-W -'�c,27 EST. , 1836 Engineer _4,o' C n y City Administrator ❑ Tracking Number �d Consultant ❑ p W 3,;� <ILE `vv ❑ Agenda Item Summary Memo Title: Grande Reserve Units 2& 5-Letter of Credit#5587490 Meeting and Date: February 19, 2008 Public Works Committee Meeting Synopsis: The letter of credit covering individual homesite items is due to expire on 5/2/08. Recommend authorizing the City Clerk to call the LOC if it is not renewed. 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 unless it is renewed by April 18,2008. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: c'ry� United City of Yorkville Memo 800 Game Farm Road M. 1836 Yorkville, Illinois 60560 -� Telephone: 630-553-8545 Fax: 630-553-3436 <LE Date: February 11, 2008 To: Brendan McLaughlin, City Admjnistrator From: Joe Wywrot, City Engineer IL-� CC: Lisa Pickering,Deputy City Clerlt Kathleen Orr, City Attorney Subject: Grande Reserve Units 2 &5—Letter of Credit#S587490 Attached find a notice from LaSalle Bank that the letter of credit for the referenced project will expire on May 2,2008. This letter of credit, in the amount of$30,000.00, is to guarantee satisfactory completion of individual homesite punchlist items such as final grading, driveway approaches,property corners, B-Box repairs, etc. for the first half of the lots in Unit 2 and all of the lots in Unit 5. Very often a construction guarantee is necessary when certificates of occupancy are issued for new homes because not all of the sitework is completed at that time. These are normally established on a lot-by-lot basis. For these specific lots in Units 2 and 5,however,the developer chose to establish one larger letter of credit. We will notify the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime,however,I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to April 18,2008. Please place this item on the Public Works Committee agenda of February 19,2008 for consideration. MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUPMEYBEJR (r�F TH ABN AMp1O G�njQ PMEMBER OF LHtEAByr AMRO G OUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMEN GROUP MEMBER OFT O4..� iV �tl�o- .J .i. l }' Jy� l.. lll � ( t' 1._.€� JI \ m I. .f ll c, )C3ucl ! t . F. 4 4.,F, f. 4 . `r _..).. S._ASI11 4 o . x. .. 1 ? V HRY 174 708 x a w p UNITED CITY [IF 't'ORKV ]: l.LE SOUI GAME FARM RD 0 YOW10 1 L L:E , 311 E.iril E.i 60 a T w CY)"Dlo VILLAGE bDMINE1i'TIM ) OR m o a a w OLIFi ER._E E .RE_NC E _ , 85EV710 0 a IN ACCO RDANCE WITH ' HIEH"" IURMS AND t;ilNDrriol\16 OF THE ABOUF, m REI- ER !`CED L.Er 'rER OF CREDIT ? THIS IS I-C) ADVISE: YOU 'rFiAT TI-€E fIRI, 1) 1T € 1EI....t_ E .`4!' 'IRE rile€ ' 1'M`r ;-I € .0141.1113 „ ` D O 3 A C'C1MP Irt :ri { +F' IIE FiF11'E:.l) NI. .3 P2C=CXJ.[ k2 Fa) O 3 CC 3 p CC I €1t IC €.11 Nf. f 1 :: CJF;rII l(:)E . r;l._uE::RVt . U-C SSW N. f..RONTt)13k�; M% i ` . t 1J3 # I� ; 1QW, T w , w o � W o a o a G m p a > > 0 3 w o E A F p 3 K O 3 p 5 O QZ i O 0 R O 0 � O � S O £ p Q Q � n O a ? O E O F p a u 0 a z x a z W A � p V Y 1 d0 83BW3W dOONO ONWtl NBtl PHI d0 N3BW3W dOONO ONWtl NBtl 3H1 d0 N3EW3W dOOHO ONWtl NBtl 3H1 d0 tl3G W3W d0080 ONWtl NBtl 3H1 d0 838W3W dGOHO OLWtl NOV 3H1 d0 839W3W dO0N0ONWtl NBtl 3111 d0 NBBW3W `QED C/Ty Reviewed By: J% o E T Legal El Agenda Item Number Finance ❑ esr , _ 1836 Engineer f City Administrator ❑ Tracking Number Consultant ❑ <LE ��' F-1 Agenda Item Summary Memo Title: Grande Reserve Units 12, 13, & 19a—Letter of Credit#5587587 Meeting and Date: February 19, 2008 Public Works Committee Meeting Synopsis: The supplemental letter of credit is due to expire on April 29, 2008. Recommend authorizing the City Clerk to call the LOC if it is not renewed. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize the City Clerk to call the Letter of Credit if it is not renewed by April 18, 2008. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road EST 1 _ im Yorkville, Illinois 60560 .4 '� Telephone: 630-553-8545 09 ° p Fax: 630-553-3436 <CE Date: February 11,2008 To: Brendan McLaughlin, City Ad 'strat From: Joe Wywrot, City Engineer . CC: Lisa Pickering,Deputy City Cl k ) Kathleen Orr, City Attorney Subject: Grande Reserve Units 12, 13, & 19a—Supplemental Earthwork Letter of Expiration—LOC#5587287 Attached find a notice from LaSalle Bank that the letter of credit for the referenced work will expire on April 29, 2008. This letter of credit, in the amount of$46,054.66,is a supplementary letter of credit to guarantee satisfactory completion of earthwork-related improvements for Grande Reserve Units 12, 13, and 19. I will notify the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime, however, I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to April 18,2008. Please place this item on the Public Works Committee agenda of February 19,2008 for consideration. .MEMBER OF THE ABN AMEN) GROUP MEMBER OF THE ABN AMHO GROUP MEMBEH of GAtt LCCEROB(4"K OjVE W AMRO GROUP MEMBER OF THE ABN AMPO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF T3 540 W MADISON - 26TH FLOOR CHICAGO, IL., 6066L SWIFT * LASL US44 -- _ TEL,312-904•-8462 Ss t2 r3� lcic JANUARY 25 , 2008 ro UNITED CITY OF YORKVIL.L:.E m 800 GAME FARM RD` YORKVILL_E,, ,IL 60560 ATTN : TOM 'SHERMAN 3 Q y Q 40 w O � O OUR REFERENCE : +5587587 3 g IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF THE ABOVE o REFERENCED LETTER OF GREDT.T, THIS IS TO ADVISE YOU THAT THE CREDIT WILL EXPIRE ON APRIL 291 2008 o a 0 w sa COMPUTER GENERATED NO SIGNATURE REQUIRED m Q _ 0 CC : '' PASQUINEL_L I --MILL ' CROSSING LLC 61380 N . FRONTAGE RD, , SUITE 100 BURR RIDGE, IL_ 61527 o ,o w a LL 3 O O � b ¢ y z 4 O � O w C � O E 3 O 3 O � b 2 Q 3 Q /O O � O F M1 � Q O O � [O ¢ D O I� 0 w C 3 ¢ 3 O O < O D O 9 Q 0 w Tic � o 0130 H38N3W OWED GONE NOV 3H1 d0 U39AAA dROHO OUWV NOV 3Hi d0 FAamW dOOHO OUNV NOV 3H1 AO U38NAN dPOHO OHNV N18V 3H130 H38W3W d00H0 BERM NOV 3141 JO tl38W3W dOOHO ONWV NOV 3H1 d0 H38W3N� Reviewed By: J= ff` O� Legal F-1 Agenda Item Number Finance D ESL 1836 Engineer �-�:-' � � •� � �i ti City Administrator F-1 Number 9 Consultant ❑ Agenda Item Summary Memo Title: Grande Reserve Unit 22—Letter of Credit#S598664 Meeting and Date: February 19, 2008 Public Works Committee Meeting Synopsis: The sitework letter of credit is due to expire on May 17, 2008. Recommend authorizing the City Clerk to call the LOC if it is not renewed. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize the City Clerk to call the Letter of Credit if it is not renewed by May 2, 2008. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: ciry� United City of Yorkville Memo LLL 800 Game Farm Road ESE , ;� 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 <LE Date: February 11, 2008 To: Brendan McLaughlin, City Administrator From: Joe Wywrot, City Engineer U. CC: Lisa Pickering,Deputy City Clerk Kathleen Orr, City Attorney Subject: Grande Reserve Unit 22—Letter of Credit#5598664 Attached find a notice from LaSalle Bank that the letter of credit for sitework for Grande Reserve Unit 22 will expire on May 17,2008. This letter of credit,in the amount of $407,404.75, guarantees satisfactory completion of the sitework and landscape improvements for Unit 22. I have notified the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime,however,I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to May 2,2008. Please place this item on the Public Works Committee agenda of February 19, 2008 for consideration. aMEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF T(IEIABNtIMROOUPiMEiB OFIIME Adfl^AMgO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF 13 M CIN cE?TL F _Ct ( rr vyvL y. 40 W 11) TC O CH [ CAGO IL 606GI ZZ SWIFTe L.ASL_US414 3 0 w FEBRUARY 07, 20 08 !a s UNIT[-. D CITY OF YORKVIL.LE= 3 o 800 13FaM FARM ' ROAD a YCIRL VILL: E: IL.- 605. 4 ,V! '< o a m 'o m OUR REFFRENC.L_ . 859866 Q 3 m IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF THE ABOVE REFERENCED LETTER OF CREDIT, THIS IS TO ADVISE SE YOU THAT THE m CREDIT WIL.L.. EXPIRE~ ON MAY 1. 71 T.:-V108 z o a w o d9 NO 'SIC•iNAT'URE REQUIRED 3 U m cc " PPISQU [ NL I .1. .'1 MILL CROSS [. NG , L.L.0 faE f3 N [=' f1( IN I1f'7L: ' FiT7 , .iTf 1 u! n Im BURR R I' DGE , Ti - (50c,--N-',' 7 O 3 0 O 3 Q 3 Dj O m O � � O Q O 3 O O w O 3 Q 3 m O � O S < is O 1A 0 O 0 3 O c3 O � AO 6 Z 3 fD O ? O m � w o a O 3 ul O D Q O O p E c O 2 1 d0 HANN N dn000 OBWV NOV 3H1 d0 H39AFN dROHF OHWV NOV 3H1 d0 H39AEW dOOHO OHW V NOV 3H130 039A3A dROHO OHAV NOV 3H1 ,10 U39A9W d008O OHWV NOV 3N1 HO HAGIN3N dnOMPE OEM NOV 3H1 d0 039W3W9 ♦��D C/py Reviewed By: J= a T Legal Fl Agenda Item Number Finance EST. , _ � 1036 El Engineer U1: City Administrator .r, 0 0 y inistrator ❑ Tracking Number Consultant ❑ i <tE �b� F] Agenda Item Summary Memo Title: The National Bank—Letter of Credit#5599947 Meeting and Date• February 19, 2008 Public Works Committee Meeting Synopsis: The site development permit letter of credit is due to expire on April 30, 2008. Recommend authorizing the City Clerk to call the LOC if it is not renewed. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize the City Clerk to call the Letter of Credit if it is not renewed by April 18, 2008. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: A D C,T y� United City of Yorkville Memo 800 Game Farm Road esr 1 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 �9 p Fax: 630-553-3436 <LE Date: February 11, 2008 To: Brendan McLaughlin, City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering,Deputy City Cie Kathleen Orr, City Attorney Subject: The National Bank—Earthwork Letter of Credit#5599947 Attached find a notice from LaSalle Bank that the letter of credit for the site development permit for The National Bank will expire on April 30, 2008. This letter of credit, in the amount of$96,767.00 guarantees satisfactory completion earthwork-related items for The National Bank. I have notified the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime, however, I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to April 18,2008. Please place this item on the Public Works Committee agenda of February 19, 2008 for consideration. I.:; MEMBER OF THE ASH AMER GROUP MEMBER OF THE ABU AMRO GROUP MEMBER OF THE qBN AMRO GROUP MEMBER OF THE ABU AMRO GROUP MEMBER OF THE ABU AMRO GROUP MEMBER OF THE ABN gMRO GROUP MEMBER OF T 'vd 11 lLii. ' Cit\I C CLI € L_tlflli m C,W .l. F Tn i. Fi; ;(....L191,� 11 o Q > n W W o L 'T'A [IF=' YCIRFCVJLL..F 800 GAME FARM E?I:7AD 0 YORI-fV1LL .9, 11. C •Wr 1f.74� o z w CITI'N : MAYOR F-)N1J Al-DE RIVI AN o p + OF OL1R ` FRE_F ERENCE ' ; c.35943947 m IN ACCORDANCE WITH Tl°1E. TERMED AND CONDITIONS OF THE ABOVE REFERENCED LETTER OF CREDIT, THIS IS TO ADVISES YOI1 'TI-ItAT THE r CREDIT WIL:.L. FKXPIRE ON APITRIL 31A, 2008 m n lz r n o - 0 p p O COMPUTER GENERATED p NO S 'I: GNAT11RE RE0111FRE.0 3 CC: ; IHC: CON1,3TRLICTION COMPANIES , LLC: 1300 €..XE('L'T E Vt 1)R E VE' O p p 0 W � 0 s rc � 0 o a � o Q n x O 3 p <: p W A g O f �0 3 w O I � Q D 2 F y p 3 p p 0 W M S 0 g u � 3 V m � O Q Q D _ m Y O l A p 0 w � � O F 3 K 3 p O mQ ¢ D I O W 3 E O 1 30 H38W3W d00H`J GUM N8tl 3141 3O EBGN3N drOB0 OHNV HUE 3H1 d0 tl3BN3W d0080 O RV N8tl 3H130 H3BW3W dOOU9 O NV NBtl 3H1 30 H38W3W dOOHO OUAV N8tl ART 3O H38W3W d00800MNE NBtl 3H1 d0839N3Wx ♦��D C/r` Reviewed By: J2 `` T Le g al El Agenda Item Number Finance ❑ EST. 1836 Engineer City Administrator ❑ Tracking Number w� �O Consultant ❑ Agenda Item Summary Memo Title: Saravanos Development—Letter of Credit No. 150017273-202 Meeting and Date• February 19, 2008 Public Works Committee Meeting Synopsis: The sitework letter of credit is due to expire on June 14, 2008. Recommend authorizing the City Clerk to call the LOC if it is not renewed. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize the City Clerk to call the Letter of Credit if it is not renewed by May 30, 2008. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road EMU. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 �� V °e, o� Fax: 630-553-3436 wmvmM LE Date: Date: February 11,2008 To: Brendan McLaughlin, City A ' 'strator From: Joe Wywrot, City Engineer << CC: Lisa Pickering, Deputy City Cler Kathleen Orr, City Attorney Subject: Saravanos Development—Sitework Letter of Credit Expiration First Midwest Bank Letter of Credit#150017273-202 Attached find a notice from First Midwest Bank that the sitework letter of credit for the Saravanos development will expire on June 14,2008. This letter of credit, in the amount of$490,864.75 is a letter of credit to guarantees satisfactory completion of all land improvements with the exception of earthwork and Route 47 improvements. I will notify the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime,however, I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to May 30, 2008. Please place this item on the Public Works Committee agenda of February 19,2008 for consideration. First Midwest Bank 300 North Hunt Club Road 1116, Gurnee, Illinois 60031 W — First Midwest Nijar- ORIGINAL February 1 , 2008 Sent by Certified Mail, Return Receipt Number 7002 0460 0003 9362 1474 City of Yorkville Attn: City Clerk 800 Game Farm Road Yorkville, Illinois 60560 Re: First Midwest Bank Letter of Credit No. 150017273-202 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 $490,864.75, we hereby inform you of the impending expiration date of June 14, 2008. Sincerely, Michele Thurmond Documentation Review Specialist cc: Saravanos Properties, LLC Brian Minnis '^— r Saved as:saravanospropertiesllc202.doc u eWUxosi LENDEuR R Member FDIC ♦��D C/py Reviewed By: J2 T Legal El City Council Finance ❑ EST , lass Engineer 0 y City Administrator ❑ '� Agenda Item Tracking Number �I 7 Consultant ❑ '' �^� �� '� ♦ ❑ <CE City Council Agenda Item Summary Memo Title: Kendall County 2008-2028 Transportation Improvement Plan City Council/Public Works Committee Date: Feb. 19, 2008 Public Works Committee Synopsis: This is the county's short and long-term plan to address transportation needs. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: None Council Action Requested: None Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: *`kw ciry United City of Yorkville Memo 00 800 Game Farm Road Ear 1� 1836 Yorkville, Illinois 60560 w Telephone: 630-553 -8545 .;_ mss °gyp Fax: 630-553-3436 <LEA'�� Date: January 28, 2008 To: Brendan McLaughlin, City Administrator From: Jackie Dearborn, Civil Engineer n p � CC: Joe Wywrot, City Engineer Eric Dhuse, Director of Public Works Travis Miller, Community Development Director Subject: Kendall County 2008-2028 Long Range Transportation Plan Attached find a draft copy of the Kendall County 2008-2028 Long Range Transportation Plan. The plan estimates funding levels and construction costs for various projects over the next 20 years. Near-term projects that affect Yorkville directly are: Project Year Remarks Eldamain (Cummins — Rt. 34) 2008 Concrete pavement Eldamain (Rt. 71 - Rt. 34 Bridge) 2008 Phase I Engineering Eldamain @ Galena Rd. 2008 Traffic Signal Cannonball Trail (Rt. 34 - Galena) 2008 Engineering Fox Road (Pavillion — Poplar) 2008 Resurfacing Cannonball Trail (Bristol — Galena) 2008 Resurfacing Galena (Rock Creek — Rt. 47) 2008 Resurfacing Eldamain (Rt. 71 — Rt. 34 Bridge) 2009 Engineering/Land acquisition Van Emmon @ Rt. 71 2010 Engineering Van Emmon @ Rt. 71 2011 Intersection Improvement/Land acquisition River Rd. @ Blackberry Creek 2012 Engineering IGA w/Yorkville Cannonball Trail (3-Lane) 2012 Joint project w/Yorkville Eldamain Bridge 2012 New Bridge over Fox River Other projects that are not scheduled in the next few years are: Project Remarks Fox Road @ Pavillion Intersection improvement Galena @ Rt.47 Intersection improvement w/ Bridge Galena @ Cannonball Intersection improvement w/ realignment Galena @ Kennedy Intersection improvement Galena (Eldamain — Orchard) Urban 4/5-Lane Section Some of these projects need to be coordinated with city or developer improvements, with the scope of those county projects possibly being modified. Other projects anticipate joint funding, such as the Cannonball Trail project. Approximately 1 .25 miles of total of 2.75 miles is currently under the jurisdiction of the City of Yorkville. Since most of the properties along Cannonball Trail are already developed there are limited opportunities for private development to share in the cost of improvement. The engineering of River Road at Blackberry Creek is slated for 2012. The River Road Bridge over Blackberry Creek was recently submitted to IDOT as a replacement project. While the city would be the lead agency, Kendall County has indicated that they would commit some BRRP funds to that project. The new Eldamain Bridge is estimated to cost $ 15 million for the bridge only. The roadway improvements, between Rt. 71 and Rt. 34 are expected to cost an additional $ 10 million to $ 15 million. 80% federal funding (12 million) is assumed but not guaranteed out of the next federal transportation bill. Land acquisition funding for 2009-2011 will come from the County Bridge Fund — a property tax-supported fund, receiving nearly all of its revenues from property taxes. Please place this item on the February 19, 2008 Public Works Committee Meeting agenda for discussion. `j. KENDALL COUNTY 2006 ® 2020 LONG RANGE TRANSPORTATION PLAN 116 1 16 6 61 1 rr sre JANUARY 15 , 2008 x ROADS F a 2 9�qY DEY �¢� Table of Contents Introduction .3. Existing Highway System .4. Deficiencies Created by Impending Growth .4. Current & Anticipated Transportation Funding .5. Motor Fuel Tax .5. County Highway Fund .5. County Bridge Fund .6. Federal Aid Matching Fund .7. Transportation Sales Tax Funds .7. Federal Funds .8. Needed Highway / Bridge Improvements -9- Intersection Improvements .9. Capacity Improvements -9- Bridge Improvements .9. Maintenance -11- Assumptions -11- Analysis -12- Conclusion -13- List of Exhibits Exhibit 1: Historical Highway Department Funding Exhibit 2: Tax Levy Data Exhibit 3: Estimated Annual Funding Levels for Capital Improvements Exhibit 4: Consumer Price Index (1987-2007) Exhibit 5: 2008-2033 Anticipated Capital Improvements Exhibit 6: Capital Improvement Map Exhibit 7: Financial Analysis of 2008-2028 Transportation Plan Exhibit 8: Projected Future Traffic Exhibit 9: Design Standards Exhibits 9a — 9e: Geometric Features Exhibit 10: 5-Year Transportation Plan - 2 - Introduction For the past 6 years, Kendall County has been identified as one of the fastest growing counties in Illinois and in the nation. It is obvious to those who reside here that growth is currently the predominant socio-economic issue facing this small county, which is perched at the edge of the Chicago collar counties. Many opportunities and a myriad of obstacles will result from this explosive growth; not the least of which is an anticipated strain on the transportation system. All highway agencies and all modes of transportation will be affected. This transportation plan does not seek to present a comprehensive, agency-wide or intermodal solution, but will simply focus on the needs of the County Highway System, based on historical and anticipated growth. Most transportation plans utilize detailed traffic modeling techniques to predict where capacity improvements will be needed. This methodology has most recently been employed for Kane County' s Impact Fee Study and also for the Prairie Parkway Study. It is an appropriate application of the technology available today to make certain predictions for future transportation needs. This Plan, on the other hand, focuses on long-range transportation improvements and the funding required to make such improvements. It makes logical assumptions for intersection and roadway capacity improvements based on a review of municipal comprehensive plans, historical growth, evaluation of growth trends, and engineering judgment. Specific highway and bridge improvement projects are identified in an effort to estimate the total cost of improving and maintaining the County Highway System over the next 20 years. These project needs are then compared with the County' s ability to fund them, given the current and projected revenue streams over the same time period. Analysis of the volume of long-term transportation projects identified in this plan reveals that the entire program probably cannot be delivered within the 20-year time period of this study, due to the constraints of time, budgets, personnel, etc. For the purposes of this study, it is estimated that it will take at least 25 years to complete all the identified improvements. Therefore, only about 80% of the program can be constructed within the next 20 years. In more urban counties, there is frequently more emphasis on public transportation, mass transit, and Intelligent Transportation Systems (ITS) as those counties reach a point where add-lanes projects have diminishing returns. And even though Kendall County is one of the fastest growing counties in the nation, its total population and population densities are still relatively small compared to other counties in the Chicago Metropolitan Area. With these existing population densities, and those planned for the foreseeable future, it is assumed that services provided by PACE and METRA, as well as ITS will play a very limited role in solving Kendall' s transportation problems. Rather, the focus of this plan is to provide additional capacity on County Highways to reduce congestion and improve safety. Nevertheless, some funding has been earmarked for ITS, but it is expected that these investments will occur in the latter part of the plan. - 3 - Additionally, the cyclical nature of residential development has clearly been exposed with the recent downturn in the residential market, mortgage foreclosures and land values. This also will extend the time period when mass transit will be a viable alternative for the residents of Kendall County. Obviously, any study encompassing the span of 20 years will integrate numerous assumptions and will have certain inaccuracies. We believe that this study, based more heavily on engineering judgment, is not inherently more inaccurate than those based on empirical evaluations. Existing Highway System Kendall County currently has about 125 centerline miles (265 lane miles) of pavement and 27 bridges on the County Highway System. These facilities consist almost entirely of 2-lane type roadways and bridges. Only 6 ih centerline miles of the entire system are designated 80,000# truck routes. There are no 4-lane bridges on the entire system, although construction of the first one is anticipated in 2008. In general terms, the physical condition of the County Highway System is good. From a capacity viewpoint, the condition is also good, with the exception of a few intersections and short roadway segments in the urban areas that are rapidly becoming congested. Deficiencies Created by Impending Growth Although the current report card on the County Highway System is good, it is not expected to stay that way for long, unless significant improvements are made to the County Highway System; improvements that will address capacity needs, including intersection improvements, traffic signalization and coordination, as well as add-lanes projects. The Northeastern Illinois Planning Commission (NIPC) has forecasted that the 2030 population for Kendall County will grow dramatically to 180,000. . . an approximate 230% increase from the 2000 census. The number of households and employment will also grow proportionally. This growth will put a tremendous burden on the entire transportation network in Kendall County, including state, county, municipal and township facilities. The projected increase in the number of households in Kendall County will create over 400,000 new trips in 2030, compared to the number of trips in 2000. This will add nearly 5 million vehicle-miles per day to the existing system. Much of this new traffic will travel on the County Highway System for at least a part of their average trip. Many of the existing county highways, such as Galena Road, Orchard Road, Plainfield Road, and Ridge Road, simply cannot accommodate the overwhelming increase in traffic. In fact, several of these roadways are already approaching the 2-lane threshold, in which consideration should be given to making capacity improvements. Additionally, the increase in traffic will - 4 - drive the need for numerous intersection improvements, designed to improve safety at the crowded intersections. Current & Anticipated Transportation Funding There are several revenue sources that will help fund the needed capital improvements and provide maintenance for transportation infrastructure on the County System. They are described in some detail herein. Please refer to Exhibit 1 , Historical Highway Department Funding, and Exhibit 3, Estimated Annual Funding Levels for Capital Improvements, for more information. These revenues are described in more detail below. Motor Fuel Tax: Kendall County, like all other counties in the State of Illinois, receives motor fuel taxes based on the number of registered vehicles in the county. In 2007, Kendall County received approximately $1 .47 million in motor fuel taxes. These funds can be used for both capital improvements and maintenance. Future Funding Factors • Dramatic increases in population will undoubtedly increase the number of registered vehicles in Kendall County, so Kendall 's share of local MFT funds should increase. This increase will be tempered somewhat by the overall increase in population in Illinois. Since Kendall 's growth relative to other counties is significant, there should still be an overall upward trend in these funds. • There is a general upward trend in vehicle miles driven. This could potentially mean that more gas will be sold, which means more motor fuel taxes will be collected. This potential increase is tempered by the increase in vehicle efficiencies, the high cost of gas which discourages travel, and the trend toward hybrid vehicles. • High growth and more registered vehicles should carry the day. A 3% per year growth factor is predicted over the next 20 years for County Motor Fuel Taxes (see Exhibit 3). As a footnote to the assessment of this fund, it is important to note that Kendall County must be vigilant in evaluating opportunities to more accurately document vehicle registrations for those vehicles with residence in Kendall County. As a county with major populations centers such as Aurora and Joliet, located in adjacent counties, and to a lesser degree the cities of Plainfield, Montgomery, Sandwich, and Minooka, there have been many documented cases where vehicles owned by Kendall County residents have been incorrectly registered in the adjacent counties. This undoubtedly costs Kendall County thousands of dollars each year in lost revenues. County Highway Fund: The County Highway Fund is a property tax-supported fund. Over 85% of all revenues in this fund are derived from property taxes. The fund itself is used for operating expenses for the Kendall County Highway Department. Salaries, maintenance supplies, equipment maintenance, and other operational expenses come out of this fund. No capital-type road or bridge improvements are funded from the County Highway Fund. Even though the historical funding is shown in Exhibit 1 and Exhibit 2, it has been done so only for informational - 5 - purposes, and has not been included in the Total Capital Funds, since capital improvements have not historically received monies from this fund. Future Funding Factors • The property tax component of the County Highway Fund has been increasing at a rate of about 2.65% per year over the last 20 years (see Exhibit 2). However, the fund received a major boost in 2007, when the County Board approved a plan to direct property tax revenues from the Federal Aid Matching Fund to the Highway Fund for FY 08 and future years. This move was a result of increasing costs for commodities and salaries, as well as the redundancy created by the initiation of the Transportation Sales Tax Fund, which went into affect on July 1, 2007. It also allowed the Board to budget capital equipment costs out of the County Highway Fund, rather than the General Fund. Following historical trends, it is now expected that revenues in this fund will stabilize at the new levels, and will only see cost-of-living-type increases for the foreseeable future. A 2.5% per year growth factor is provided, which compares very favorably to the historical growth in this fund, as shown in Exhibit 2. • It is predicted that this fund will continue to provide revenues for all operational expenses of the Highway Department, and will not contribute in any way to future capital highway improvements. It has therefore not been included in the Total Capital Funds in Exhibits 1, 3, & 7. County Bridge Fund: The County Bridge Fund is also a property tax-supported fund, receiving nearly all of its revenues from property taxes. It is the only tax supported fund that has seen a significant increase over the last 20 years, with an average annual increase of over 6%. The fund had been "underfunded" for years, so the recent increases were sorely needed. The cost of bridges has increased dramatically over the past 10 years, far outpacing the increases in pavement construction. This fund, along with the Motor Fuel Tax Fund and Federal Aid Matching Fund, has historically been the mainstay for bridge rehabilitation and replacement on the County Highway System. With the elimination of the Federal Aid Matching Fund, the County Bridge Fund and the Transportation Sales Tax Fund will be main sources of funding for bridges on the County Highway System. Although Kendall County has only 27 bridges on the County Highway System, the County is frequently petitioned by Townships to participate in bridge projects on the Township System (55 bridges). The County typically helps fund these projects on a 50150 basis. The annual cost of the joint bridge projects is relatively small, with occasional upward spikes. But a general downward trend in joint bridge projects is expected as township facilities are consumed by municipalities. Future Funding Factors • Although County Bridge Funds have increased dramatically over the past 10 years, the rate of growth in the fund is expected to normalize with the introduction of the Sales Tax for Transportation, since the latter funds can be used for new bridge construction and rehabilitation. Additionally, the restraints of PTELL will undoubtedly limit increases to - 6 - the fund in future years. For the purposes of this study, a 2.5% per year inflator has been calculated for this fund beginning in FY 2008. • The cost of bridges is expected to increase and possibly outpace inflation as the cost of structural components increases. This will reduce the "buying power" of this fund. Federal Aid Matching Fund: This fund has historically been supported entirely by property taxes. The monies received were used to match federally funded projects, and were also used for other road and bridge improvements on any other federal aid route. The fund has experienced a roller coaster ride over the past 15 years, going from $384 in revenues in 1993 to $250,000 in 2003, and increasing to $350,000 in 2006. With the introduction of the Sales Tax for Transportation funding, there is no longer a need to maintain this fund, since expenditure line items are essentially the same in the two funds. Therefore, the property tax revenues for FY 08 have been reduced to just $ 1000. It is expected that the year-end balance in this fund will be reduced to near zero. The fund will still exist, but it will not be used for any substantive purpose. This will simplify real estate tax levies and yield more revenues for operational expenses in the Highway Fund as discussed previously. In fiscal year 2008, Kendall County will levy $1 ,250,000 in the County Highway Fund, $600,000 in the County Bridge Fund and $ 1 ,000 in the Federal Aid Matching Fund, bringing the total direct funds (real estate taxes) for highways to $ 1 ,851 ,000 — a reduction of about 0.4% from the previous year. As can be seen, the changes in the funding levels for individual funds has changed rather dramatically for FY 08, however, the overall investment of real estate taxes in funding for highways remains relatively stable, with a very slight reduction observed in the current year. As mentioned previously, funds in the County Highway Fund are operational and have not been programmed for capital improvements. Conversely, funds in the County Bridge Fund, Motor Fuel Tax Fund and Transportation Sales Tax Fund will be used for capital improvements and have been estimated in the Capital Program in the attached exhibits Future Funding Factors • As stated, the Federal Aid Matching Fund has become a shell that is not expected to fund any future improvements. These funding duties will now rest with the Transportation Sales Tax Fund. The F.A.M. Fund has been removed as a source of revenue from any future funding scenarios. Transportation Sales Tax Funds: On November 7, 2006, voters in Kendall County approved an increase of 112¢ in the local sales tax for transportation purposes. This tax, similar to the Public Safety Sales Tax, was officially implemented July 1 , 2007, and the first revenues were received from IDOR in October 2007. Obviously, this revenue stream is new, is much anticipated, and is expected to be used strictly for capital improvements on the County Highway System. By statute, funds can be used for any transportation purpose for which a county may expend funds under the Illinois Highway Code; meaning that these funds can be used for engineering, - 7 - land acquisition and construction of highways and bridges. These activities are exactly the same as those funded under the Federal Aid Matching Fund, hence the recommendation to consolidate the Federal Aid Matching Fund into the other real-estate-based funds, namely the County Highway Fund and County Bridge Fund. Future Funding Factors • Using the Public Safety Sales Tax as a comparison, it is expected that revenues in this fund should approach $4 million in the first full year of collection (2008). If recent historical trends are indicative of future growth, these funds should grow substantially over the next 20 years (see Exhibit 3). Total sales tax receipts are expected to vary greatly from year to year, but an average of 4% per year increase is calculated for the period of this study. • The Kendall County Board cannot increase the sales tax without another referendum, but they can decrease or eliminate the tax at any time. Because of the enormous need for transportation funding, it is expected and assumed that the 1120 tax rate will not be reduced during the life of this transportation plan. Federal Funds: Federal Funds include Surface Transportation-Rural Funds (STR) and Bridge Rehabilitation and Replacement Program Funds (BRRP). These are federal funds allocated to Kendall County based on a formula that includes land area, population and mileage. Funds allocated in the BRRP Program are based on the number of deficient bridges in the County. The funds are actually never in the hands of Kendall County, but are allocated and administered by the State of Illinois. Funds can only be spent on projects on the federal aid system and which meet federal eligibility rules. Kendall County is currently allocated a very small annual program for BRRP, because many of the bridges in Kendall County are in relatively good shape. Current federal guidelines also restrict the use of revenues, preventing them from being used for capacity improvements or structures on new alignment. Therefore, the program does not address the true needs for bridges in Kendall County. Due to its continual urbanization, Kendall County has recently been required by federal law to be included in a Metropolitan Planning Organization (WO). Kendall County is now represented by the Kane/Kendall Council of Mayors, under the under the umbrella of the Chicago Metropolitan Agency for Planning (CMAP). CMAP is a result of the consolidation of the Chicago Area Transportation Study (CATS) and the Northeastern Illinois Planning Commission (NIPC). A potential increase in the availability of federal urban funds may result. However, Kendall County will have to compete with other municipal agencies in Kendall and Kane County to garner the funds. Additionally, the pot of urban funds is expected to be small, based on Kendall' s relatively small population, compared with other collar counties. Future Funding Factors • An upward spike in federal funds typically occurs with the passage of the 5-7 year federal transportation bill. Revenues tend to stabilize for the remainder of the bill, and then - 8 - experience another spike with passage of a subsequent bill. Exhibit 3 reflects these spikes and plateaus over the next 20 years. • No significant increases in federal funds are projected under this funding plan, even though more urban revenues may become available. It is expected that these additional funds will not provide a consistent source of revenue for the County. Needed Highway / Bridge Improvements Anticipated improvements on the County Highway System can be categorized in three ways: Intersection Improvements; Capacity Improvements; and Bridge Improvements. Intersection Improvements: As the volume of vehicles entering an intersection increases, the need for turning lanes and/or traffic signals increases. Turning lanes and signals provide a greater level of safety for the motorists, by removing the turning vehicles from the thru-lane and by providing access from the minor street onto the more heavily traveled, major street. Capacity of the intersection generally increases with the implementation of these improvements. The cost of an intersection improvement can vary greatly depending on many factors. For the purposes of this study, historical costs of 3-leg and 4-leg intersections were used as a baseline, with other adjustment factors assigned where needed. Capacity Improvements: For the purposes of this study, capacity improvements are defined as "add lane" improvements. In general, 2-lane roadways and bridges can accommodate a limited amount of traffic. As roadways approach 15 ,000 vehicles per day, consideration should be given to a capacity improvement. Capacity improvements are identified on several county highways where impending growth will dictate the need for additional lanes. Bridge Improvements: These improvements are self explanatory. Bridges that have reached the end of their useful life, or bridges that require capacity improvements must either be rehabilitated or replaced. A list of anticipated improvements required over the next 20 years has been included in this funding plan as Exhibit 5. These projects are also represented pictorially on Exhibit 6. Along with the identified improvement, an estimated total cost has been provided. A "Funding Factor" has also been included to estimate the County' s share of the total cost of the improvement. This funding factor incorporates true judgment and estimation into the plan. For example, the very first entry in Exhibit 5 is an urban 3-lane improvement to Cannonball Trail. Since most of Cannonball Trail is already "built out" there are very few opportunities for private development to share in the cost of the improvement. However, approximately 1 1/a miles of a total of 3.75 miles is currently under the jurisdiction of the City of Yorkville. It is anticipated that if a 3-lane improvement were constructed as a single contract, the City would then fund their proportionate share of the improvement. For the purposes of this study, a 67% adjustment factor was applied, bringing the county' s share of the $6 million project to $4 million. - 9 - Another example can be found on page 3 of Exhibit 5 under Newark Road. An intersection improvement at this location will probably be required some time in the next 20 years. Because Kendall County has only one leg of the intersection, a 33% Funding Factor is applied to the T intersection, yielding Kendall County' s share at $ 167,000 of the total $500,000 project. One final example can be found on page 4 of Exhibit 5 under Ridge Road. This roadway, now known as the WIKADUKE Trail, is expected to become a 4-lane urban section at the expense of private development. From experience, it is anticipated that this project, although funded mainly with private sector monies, will still require some participation on behalf of the jurisdictional agency, i.e., Kendall County. The estimated Funding Factor in this case is 33%. As stated, Kendall County is anticipating development revenues to fund most of the construction of the WIKADUKE Trail, but it is important to note that this plan also assumes financial cooperation of future developments in the capacity improvements of several roadways, including Little Rock Road, Galena Road, Grove Road, Plainfield Road and Caton Farm Road. These funds are anticipated through county/municipal cooperation during the annexation phase, and can generally be described as development fees. Although not an "impact fee" in the legal sense of the word, these development fees have been discussed at length with the municipalities in Kendall County. It is the general belief that municipalities will begin to require developers to set aside funds for the future improvement of county transportation corridors that will affect their developments. This assumption is incorporated into the Capital Improvement list by using a funding factor that reflects inclusion of the development fees and allows a smaller percentage of the cost of specific projects to be borne by the County. To this end, significant progress has been made with several municipalities in Kendall County. The Village of Oswego and City of Yorkville have already adopted policies to collect transportation development fees on behalf of Kendall County. And the City of Plano is currently considering adoption of such a policy. As three of the larger contributors to new residential developments in Kendall County, this should make a significant impact in the ability to improve county highways as development occurs. But since collection of these fees will frequently be at building permit time, revenues will ride the cycles of boom and bust in the real estate market. Obviously, no one can know, with certainty, to what degree Kendall County will have to participate in the listed projects. Projects along state routes, which are initiated by the state, are frequently paid for by the state. On the other hand, projects initiated by a local agency are frequently paid for, to a larger degree, by the local agency. There is also a significant degree of uncertainty with the level of funding to be provided by municipal developments. Kendall County is currently working with municipal agencies to address some of these municipal issues. In general it is assumed that underestimated costs on one project may well be balanced by overestimated costs on another project. It is also important to note that not all of the projects identified in Exhibit 5 can be constructed within the 20-year time period of this study. There is simply too great a volume of projects to be able to deliver the entire program in just 20 years. As discussed previously in the Introduction of this document, it is estimated that about 80% of the needed transportation projects can be delivered in the next 20 years. So proportionally, 80% of the estimated costs have been reflected in the Capital Program outlined in Exhibit 7. - 10 - Maintenance Capital improvements to the county road and bridge system cannot simply be built and forgotten. Ongoing rehabilitation and maintenance is required each year to keep the system operating at its greatest efficiency. The cost of "maintaining" the system is included in capital costs that are summarized in Exhibit 7. The estimated life of a flexible pavement, before it needs some type of maintenance or rehabilitation, is about 15 years. In Kendall's case, with approximately 265 lane-miles of pavement, about 18 lane-miles (9 centerline miles) should be rehabilitated each year just to keep the system operational. The approximate cost of rehabilitating 18 lane-miles of pavement is $ 1,750,000 in 2007 dollars. It is expected that these costs will grow at some inflationary rate over the next 23 years. For the purposes of this study, an annual increase of 3% has been assumed. This increase is based on the 20-year historical increase in the Consumer Price Index (2.89%), shown in Exhibit 4. Additionally, County Highway System mileage is expected to increase from 265 lane miles currently to 395 lanes in 2028 if all improvements identified in Exhibit 5 are completed. Annualized over this 20-year period, it means that the highway system will grow an average of 2.02% per year. Added to the average rate of inflation, the annual increase in maintenance cost should therefore approximate 5% and will be assumed for the purposes of this study. Assumptions As with any long term study, many assumptions must be made to reach a congruent conclusion. This study is no different. But in an effort to provide greater insight to the conclusions drawn in the final analysis, a list of some of the major assumptions is provided here. • Kendall County will continue to maintain its highway and bridge system, without adding or deleting significant facilities from other agencies. • Kendall County will grow at a rate that is reflective of NIPC and Prairie Parkway projections, i.e., will grow to a population of 180,000 by 2030. • Motor Fuel Taxes will increase to a fairly significant degree due to the projected increase in registered vehicles in the county. This also assumes that technological advances in transportation will not cause a fundamental redistribution of these funds. • The Kendall County Board will continue to levy property taxes for the County Highway and County Bridge Funds, after consolidating revenues from the Federal Aid Matching Fund into these funds in FY 2008. Increases will not be less than an average of 2.5% over the period of this study. • Federal funds will continue to be made available to Kendall County through the State of Illinois for improvements on the federal aid network. • Inflation for road and bridge construction will not exceed an average of 3% over the period of this study. Inflation has averaged 2.9% per year over the past 20 years in the Midwest Urban Area (see Exhibit 4). - 11 - • No new revenue sources will become available, other than the ones under consideration as part of this study. • Developers will pay for new intersections on county highways that will serve their developments. • Municipal developers will pay the lion' s share of the cost of constructing a 5-lane WIKADUKE Trail, and will assist in the financing of other capacity improvements through the collection of development fees. • Kendall County will be on the receiving end of significant federal funding or other local funding for the Eldamain Road Bridge over the Fox River. • The life cycle costs of maintaining flexible pavements will not change dramatically due to technological advances, or for other reasons. • The new Transportation Sales Tax, implemented in 2007, will stay at 1/2 ¢ for the length of this study. • Kendall County will deliver only 80% of the identified program during the next 20 years. Analysis Referring to Exhibit 7, Kendall County should begin to start receiving Transportation Sales Tax Revenues in calendar year 2007, and should receive a full year' s worth of taxes in FY 2008. It is expected that revenues from this tax will total approximately $3,750,000 in FY 2008. An annual inflator of 4% has been assumed for these revenues. Although recent annual increases have been significantly more than 4%, much of those increases can be contributed to the enormous growth in economies of the municipalities in Kendall County. With the recent downtrend in the real estate market, and slower growth in the national economy, a more conservative 4% per year increase may more accurately predict the long-term increase in these revenues. With the Sales Tax for Transportation in place, the total capital program for Kendall County will start near $6 million per year in 2008, and will swell to a projected $ 13.3 million in 2028. This is obviously a very significant increase in the program. It should help to address the transportation needs of this County for the foreseeable future. It will also allow tremendous flexibility in the program by allowing the County to partner with other transportation agencies to make system-wide improvements. The Sales Tax for Transportation will not alone satisfy all the transportation needs in this County. The list of needed projects (Exhibit 5) assumes funding factors that will require participation from other agencies, collection of fees from developments within corporate limits, and federal and state funding on key components of the plan. Averaged over 20 years, it is estimated that expenditures will still outpace revenues, with a total deficit of about $ 12 million shown at the end of this plan. However, so many uncertainties exist in the compilation of a long range transportation plan, that this deficit could easily be viewed as relatively insignificant. Nevertheless, it is important that the Kendall County Board remain vigilant in awareness of the need to continue pursuit of funding for needed transportation projects. - 12 - Conclusion Based on the information contained in this study, it is expected that existing revenue streams, including the new Sales Tax for Transportation, should address the majority of vehicular transportation needs over the life of this study, assuming Kendall County continues to be successful in collecting Transportation Development Fees for new residential developments in the County, as well as continuing to receive state and federal assistance on specific projects. The funding plan does not currently include a public transit component. Therefore, intermodal additions to the plan will require a complete reevaluation of the capital program and its funding components. If new highways and bridges are added to the current County Highway System, or if intermodal additions are considered, the County may want to consider additional revenue streams to fund these additional components. Sources to consider have been identified in Transportation Fiscal Impacts of Growth in Kendall County, prepared by Robinson Engineering Ltd. on July 6, 2004. - 13 - KENDALL COUNTY Historical Highway Department Funding (Annual) $3,000,000 T � a $2,500,000 - - - --- - -- - - -- - $2,000,000 - - - LEGEND —MFT Funds IHighway Fund $1,500,000 Bridge Funds —Federal Aid Matching Funds —Other Federal Funds --- Total Capital Funds $1,000,000 ---- - - - - - - - -- -- $500,000 lsJ Ye C 1985 1995 2005 Kendall County Highway Department Tax Levy Data Year* County Highway Fund County Bridge Fund Federal Aid Matching Fund Rate Extension Rate Extension r Rate Extension 1987 0.1000 $475,732 0.0500 $160,572 0.0500 $160,573 1988 0.0992 $485,397 0.0496 $167,667 0.0496 $167,667 1989 0.0958 $475,972 0.0444 $154,861 0.0444 $154,861 1990 0.0849 $491,599 0.0412 $164,294 0.0425 $169,461 1991 0.0774 $494,332 0.0332 $148,521 0.0442 $197,727 1992 0.0295 $285,266 0.0148 $76,057 0.0238 $122,015 1993 0.0757 $577,168 0.0303 $168,947 0.0000 $384 1994 0.0683 $562,533 0.0295 $175,932 0.0034 $20,074 1995 0.0882 $559,609 0.0284 $180,098 0.0276 $174,655 1996 0.0792 $545,028 0.0131 $90,150 0.0254 $175,483 1997 0.0740 $560,223 0.0397 1 $300,365 0.0265 $200,496 1998 0.0670 $550,693 0.0365 $300,004 0.0244 $200,551 1999 0.0631 $559,431 0.0367 $325,374 0.0232 $205,686 2000 0.0605 $580,306 0.0364 $349,524 0.0216 $209,715 2001 0.0525 $610,161 0.0364 $400,516 0.0216 $225,290 2002 0.0576 $678,103 0.0426 $500,336 0.0208 $246,048 2003 0.0488 $680,060 0.0395 $550,458 0.0179 $250,842 2004 0.0400 $639,500 0.0313 $500,408 0.0126 $201,442 2005 0.0352 $641,311 0.0251 $475,517 0.0140 $255,067 2006 0.0357 $761,330 0.0235 $501,155 0.0165 $351,875 2007 0.0313 $801,910 0.0225 $576,453 0.0137 1 $350,996 *Note: Year shown is the year taxes were collected, but represent previous year's levy and extension. 1987 vs. 2007 COMPARISON FUND % REDUCTION IN AVERAGE ANNUAL TAX RATE INCREASE IN FUNDS County Highway Fund -69% 2.65% County Bridge Fund -55% 6.60% Federal Aid Matching Fund -73% 3.99% Exhibit 2 KENDALL COUNTY Estimated Annual Funding Levels for Capital Improvements w/No New Funds $14,000,000 - $12,000,000 - $10,000,000 -- - --- - -- f �e LEGEND $8,000,000 _I N' ______ __-___ - _-___ _ ___________.__ _ —Total Capital Funds —MFT Funds Bridge Funds $6,000,000 —Transportation Sales Tax —Other Federal Funds $4,000,000 ---- --- ------- - -- - $2,000,000 - -- k C $0 r• W 2008 2010 2015 2020 2025 2028 Bureau of Labor Statistics Data Page i of 1 U.S. Department of . II Labor Bureau of Labor Statistics Bureau of Labor Statistics Data WWW.b1s.9ov J Advanced Search I A-2 Index BLS Home I Programs &Surveys I Get Detailed Statistics Glossary I What's New 1 Find Itl In DOL Change Output From 1987 To. 2007 Options: (include graphs New! More Formatting Ootionsty Data extracted on: December 12, 2007 (9:58:33 AM) Consumer Price Index - All Urban Consumers Series Id: CU(JR0200SA0,CU!JS0200SA0 Not Seasonally Adjusted Area: Midwest urban Item: All items Base Period: 1982-84=100 200 0 175 ti R 150 v C 125 / 1987 1989 1991 1993 1995 1997 1999 2001 2003 2005 Year Year Annual 4/6 Increase Year Annual /olncrease 1987 111.9 1997 156.7 2.42 1988 1 116.1 3.75 1998 159.3 1.66 1989 121.5 4.65 1999 162.7 2.13 1990 127.4 4.86 2000 168.3 344 1991 1 132.4 3.92 2001 172.8 2.67 1992 136.1 2.79 2002 174.9 1.22 1993 140.0 2.87 2003 178.3 1.94' 1994 144.0 2.86 2004 1 182.6 2.41 1995 148.4 3.06 2005 188.4 3.18 1996 153.0 3.10 2006 193.0 2.44 2007 1 198.0 2.59 Average increase over 20-year period: 2.89% Exhibit 4 http://data.bls.gov/PDQ/servlet/SurveyOutpLitServlet 12/12/2007 {o�LE �OO� Nfultivew, Program KENDALL COUNTY HIGHWAY DEPARTMENT Page I o 5-YEAR SURFACE TRANSPORTATIONPROGRAM 2008-2012 Revised 07113107 TOTAL Nf DEQ�'� ' 1 1 DESCRIPTION ' STATUS Fox River Drive Bridge Replacement Big Rock Creek Bridge $2,100,000 Various w/MBP 08 2007 Award Helmar Road Bridge Replacement West of III. Rte. 47 $140,000 TBP 08 2007 Award Plainfield Road Construction Engineering Plainfield Rd/ Stewart Rd Intersection $60,000 ST 08 Per IGA w/Plainfield Eldamain Road Land Acquisition At Hoover Boy Scout Camp $400,000 ST 08 Reimb. General Fund Eldamain Road Concrete Pavement Cummins Dr. to U.S. Rte. 34 $1,000,000 $500k ST 08 Pending Adj. Dev. Eldamain Road Engineering Menards to Galena Road $400,000 General Fund 08 Pending Eldamain Road Phase I Engineering 111. Rte. 71 to U.S. Route 34 w/Bridge $750,000 $150k Co. Br. 08 In Progress Eldamain Road Traffic Signal Eldamain Rd. /Galena Rd. Intersection $350,000 ST 08 Spring Letting Orchard Road Engineering BNRR Overpass Widening $100,000 Co. Bridge 08 In Progress Orchard Road Bridge Widening BNRR Overpass Widening $1,500,000 Co. Br. & ST 08 Spring Letting Orchard Road Engineering U.S. Route 34 to Tuscany Trail $400,000 ST 08 2007 Agreement Orchard Road Engineering/Constr. At Galena Road(East Leg) $100,000 ST 08 Spring Letting Orchard Road Engineering Drainage Issues North of BNSF $50,000 ST 08 2007Agreement Ridge Road Phase 1 Engineering Wheeler Road to Ill. Rte. 126 $300,000 ST 08 2008 Agreement Grove Road Engineering Reservation Road to Plainfield Road $300,000 ST 08 2008 Agreement Cannonball Trail Engineering Unincorporated Bristol $200,000 ST 08 2008 Agreement Plainfield Road Intersection Imp. Plainfield Road at 111. Rte. 126 $150,000 MFT 08 Spring Letting Caton Farm Road Resurfacing Ill. Rte. 47 to Arbeiter Road $1,000,000 $200k MFT 08 Spring Letting Galena Road Resurfacing Rock Creek Rd. to 111. Route 47 $500,000 MFT 08 Spring Letting Fox Road Resurfacing Pavillion Road to Poplar Dr. $150,000 MFT 08 Spring Letting Cannonball Trail Resurfacing Bristol to Galena Road $100,000 MFT 08 Spring Letting Grove Road Microsurfacing Sherrill Road to Caton Farm Road $250,000 MFT 08 Spring Letting C* + Miscellaneous Joint Bridge w/Twp. Various Township Roadway(s) $50,000 Co. Bridge 08 o Miscellaneous Small Projects Misc. Land Acquisition /Construction $50,000 ST 08 Ifithzvear Prograrrr Page 2 TOTAL ROAD DESCRIPTION LIMITS ESTIMATE FUNDING YEAR STATUS Caton Farm Road Engineering Bridge Replacement west of Arbeiter $150,000 Co. Bridge 09 Eldamain Road Engineering Ill. Rte. 71 to U.S. Route 34 w/Bridge $500,000 $100 Co. Br. 09 Eldamain Road Land Acquisition Ill. Rte. 71 to U.S. Route 34 w/Bridge $1,000,000 $200k Co. Br. 09 Eldamain Road Land Acquisition Menards to Galena Road $500,000 ST 09 Ridge Road Land Acquisition Wheeler Road to Ill. Rte. 126 $600,000 ST 09 Grove Road Engineering Reservation Road to Plainfield Road $300,000 ST 09 Grove Road Land Acquisition Reservation Road to Plainfield Road $250,000 ST 09 Grove Road Engineering Consolidate Intersections at Route 126 $250,000 ST 09 Cannonball Trail Land Acquisition Unincorporated Bristol $100,000 ST 09 Fox River Drive Intersection Imp. At Millhurst and River Roads $500,000 MFT 09 Spring Letting Joliet Road Resurfacing Lisbon Road to III. Rte. 47 $350,000 MET 09 Spring Letting Orchard Road Pavement Widening U.S. Route 34 to Tuscany Trail $3,000,000 2.0 ST/ 1.0 MFT 09 Spring Letting Bridge Replacement Township Bridge to be Named $200,000 TBP 09 Spring Letting Miscellaneous Joint Bridge w/Twp. Various Township Roadway(s) $50,000 Co. Bridge 09 Miscellaneous Small Projects Misc. Land Acquisition/Construction $50,000 ST 09 Van Emmon Road Engineering At Ill. Rte. 71 $100,000 ST 10 Galena Road Engineering At Willowbrook(3-lane section) $150,000 ST 10 Eldamain Road Land Acquisition Ill. Rte. 71 to U.S. Route 34 w/Bridge $1,000,000 $200k Co. Br. 10 Eldamain Road Land Acquisition Menards to Galena Road $250,000 ST 10 Ridge Road Land Acquisition Wheeler Road to III. Rte. 126 $400,000 ST 10 Ridge Road New Pavement Wheeler Road to 111. Rte. 126 $4,000,000 3.0 ST/ I.0 MET 10 Caton Farm Road Bridge Replacement East of Schlapp Road $2,000,000 $1.0 CB/ $0.5 ST 10 IGA w/Joliet M Walker Road Resurfacing 111. Rte. 71 to I11. Rte. 47 $800,000 Fed. /$200k MFT 10 Joliet Road Intersection Imp. At Ill. Rte. 47 $250,000 $100k MFT 10 Miscellaneous Joint Bridge w/Twp. Various Township Roadway(s) $50,000 Co. Bridge 10 O Miscellaneous Small Projects 1 Misc. Land Acquisition/Construction $50,000 ST 10 fulti.v ar Pi,ogr•am Page 3 ROAD Fox River Drive Engineering/LA Bridge Replacement at Hollenback Cr. $200,000 Co. Br. I 1 Walker Road Engineering Intersection Improvement at Route 71 $150,000 ST I 1 Fox River Drive Engineering At Ill. Rte. 71 (Village of Newark) $200,000 ST 11 IGA w/Newark Eldamain Road Land Acquisition 111. Rte. 71 to U.S. Route 34 w/Bridge $1,000,000 $200k Co. Br. I I Van Emmon Land Acquisition Intersection Improvement at Route 71 $100,000 ST 11 Galena Road Land Acquisition At Willowbrook(3-lane section) $150,000 ST I I Grove Road Land Acquisition At 111. Rte. 126 (Consolidate Int.) $250,000 ST 11 Grove Road Urban Section Plainfield Road to Reservation Road $3,500,000 3.0 ST/0.5 Impact 11 Grove Road Resurfacing Reservation to Roberts Drive $300,000 MFT 1 1 Ridge Road Resurfacing Holt Road to U.S. Route 52 $500,000 MFT 11 Townhouse Road Resurfacing U.S. Route 52 to Newark $450,000 MFT I 1 Bridge Replacement Township Bridge to be Named $200,000 TBP 11 Spring Letting Miscellaneous Joint Bridge w/Twp. Various Township Roadway(s) $50,000 Co. Bridge 11 Miscellaneous Small Projects Misc. Land Acquisition/Construction $50,000 ST I 1 River Road Engineering At Blackberry Creek $150,000 ST/Local 12 IGA w/Yorkville Fox River Drive Bridge Replacement At Hollenback Creek $1,250,000 1.0 Co. Br. / ST 12 Grove Road New Alignment At Ill. Rte. 126 (Consolidate Int.) $1,500,000 1.0 ST/0.5 MFT 12 Coord. w/IDOT Galena Road Urban Section At Willowbrook(3-lane section) $1,000,000 ST 12 Eldamain Road Reconstruction Menards to Galena Road $2,000,000 ST 12 1/2 of 2-year project Cannonball Trail Urban Section Through Unincorporated Bristol $1,000,000 ??? 12 Eldamain Road New Bridge Over Fox River $15,000,000 Fed.??/ST/MFT 12 *Assumes 80% Fed. Miscellaneous Joint Bridge w/Twp. Various Township Roadway(s) $50,000 Co. Bridge 12 Miscellaneous Small Projects Misc. Land Acquisition/Construction $50,000 ST 12 5-Year Total: $56,350,000 k *$15 million is the cost for the Eldamain Bridge only. The roadway improvements between Ill. Route 71 and U.S. Route 34 are expected to cost an Q additional $10 million to $15 million. 80% federal funding ($12 million) is assumed but not guaranteed out of the next federal transportation bill. 0 a000w laaoow ftaE uomw lawow ft1E I.amw aaww ramw 0.8E x—w am.naa r E a $2 °rcl�.. Y ...:.J ,ne. CouANY a_ I(ANE _ e.wlne Ra. .. _ r _a KENDALL COUNTY ae /e3I.., �l HMntlWer -�AOro ra Lil Capital Improvement v smm ew ( r s e 3 �(' www.co.keudalLil.us n mO e wnx N Rd i E z I i f I r-' ' � � I ed °► z -�I VV _ r J � � m ,,oaa- • I a Al r 11 Y I Pill w a W awoa- o t z s a Mo. Ica. LEGEND e m z � Intersection Improve ment __Ey wwwe fn. Bridge Improvement _ Significant Roadway Improvement Rd. I Roadway Capacity Improvement County Highway a€� __ __ __ __ ---- wyR. ,- Ra. wa fte 'wurr _ _�z Re -awes aunty Highway Maintafnetl bYAdlacent County s _, Interstate Highway State or Federal Highway Bituminous Township Road - Gravel Townshl Road ae ——_ __ ___ P -- -- -- Dirt Township Road E_•-•r -. - -.. 2 g [� ��2�''- _.. Local Street Ed. Railroad _ _ & n._n m.y na Met ' - s ——— County Limit oscs- ' Nahur fla. H it _ _ i 11 Section Line 1s �� _ -..saw.. aa. ` 5'I ` f• , °'I ae. f g� Section Number va- - --�j .' � � Township Limit } Q n o htl Area JJ� County Cpo rl Dose s o rkvltle) Public Safety Center(Yorkville) • County Highway Building(Yorkville) I T-- —•^�^ 1 �-- ■ County Administration Office(Yorkville) Bridge DWI aa, F.P I `—BUrMNISFfad aa.^ 16 _ � State Park Park District County Forest Preserve swo/ � � �� z � � Incorporated Area -� w °e Mt p qw bon j J y v � ,r � lamas w - sue_ ne(_ r _ — ��— — -- Mieookr _ m GRUNDY m i aM mu CWN]Y m wyI ua Exhibit 6 a,aaw uoaow ua®w apoew meoow avow .,wow a000w a000w o RUE R]E ReE �• _ FINANCIAL ANALYSIS OF 2008-2028 TRANSPORTATION PLAN Kendall 0d'unty Estimated Revenues ($000's) Averaged Expenditures ($000's) SurpluslDeficit Year MFT Bridge Federal Sales Tax Total Capital t Maintenance* Total ($000's) 2008 1,500 600 350 3,750 6,200 4,800 1,750 6,550 -350 2009 1,545 615 350 3,900 6,410 4,944 1,838 6,782 -372 2010 1,591 630 350 4,056 6,628 5,092 1,929 7,022 -394 2011 1,639 646 350 4,218 6,853 5,245 2,026 7,271 -417 2012 1,688 662 400 4,387 7,138 5,402 2,127 7,530 -392 2013 1,739 679 400 4,562 7,380 5,565 2,233 7,798 -418 2014 1,791 696 400 4,745 7,632 5,731 2,345 8,077 -445 2015 1,845 713 400 4,935 7,893 5,903 2,462 8,366 -473 2016 1,900 731 400 5,132 8,163 6,080 2,586 8,666 -503 2017 1,957 749 400 5,337 8,444 6,263 2,715 8,978 -534 2018 2,016 768 450 5,551 8,785 6,451 2,851 9,301 -517 2019 2,076 787 450 5,773 9,087 6,644 2,993 9,637 -551 2020 2,139 807 450 6,004 9,399 6,844 3,143 9,986 -587 2021 2,203 827 450 6,244 9,724 7,049 3,300 10,349 -625 2022 2,269 848 450 6,494 10,060 7,260 3,465 10,725 -665 2023 2,337 869 450 6,754 10,409 7,478 3,638 11,116 -707 2024 2,407 891 500 7,024 10,821 7,703 3,820 11,523 -701 2025 2,479 913 500 7,305 11,197 7,934 4,011 11,945 -748 2026 2,554 936 500 7,597 11,586 8,172 4,212 12,383 -797 2027 2,630 959 500 7,901 11,990 8,417 4,422 12,839 -849 2028 2,709 983 500 8,217 12,409 8,669 4,643 13,313 -904 Totals: 43,015 16,310 9,000 119,885 188,209 137,647 62,509 200,156 -11,947 t$96,000,000 of Capital Improvement Costs are averaged over 20 years using 2008 dollars, and then a 3% rate of inflation is applied. $Maintenance costs begin at$1,750,000 and increase at rate of 5%, reflecting historical increases in maintenance costs that are consistently higher that the rate of inflation and considering additional mileage to the County Highway System. No operational costs for the Kendall County Highway Department are included in this Exhibit(see page 5). trJ k tS .r J PROJECTED FUTURE TRAFFIC Kendall County Highways County Highway LD,0,T, Highway Length 2006 ADT 2028 ADT r� 9 Key Route No, (Miles) Loc A Loc B�!g Loc A Loc B .a01 n. Caton Farm Road 300 23 4.25 1,650 1,950 5,000 67000 4.00 1 2,750 1 4,750 7,000 1 159000 Idamain Road 4000 7 1 1 .25 2,700 3,700 10,000 17,000 3.53 7,850 4,550 15,000 15,000 Fox River Drive 276 1 1 6.00 1,700 2,450 3,400 4,800 j .. Fox Road 277 1 4.85 3,650 2,400 9,000 10,000 Granart Road 168 0.08 61700 16,000 Grove Road (South) 1259 2 7.00 500 1,550 29500 5,500 3. 10 1,850 1,700 7,500 89000 - r Lisbon Road 1 282 5 1.50 1,050 1,000 3,000 3,000 illbrook Road 1263 14 2.02 11950 2,500 4,000 5,000 Newark Road 279 4 1 7. 18 900 2,700 a , Plainfield Road 1258 22 3.78 89550 5,400 15,000 107000 - - 3.00 69500 12,100 137000 257000 MW Ridge Road 285 11 rc 3.50 107350 91200 25,000 1 20,000 3.50 7500 81100 177000 19,000 3.02 8,850 71700 207000 1 21,000 Sheridan Road 1 1271 1 0. 16 1 11350 1 3,000 - r Townhouse Road 1 1255 6 xi 3.98 250 1 00 1 11000 1 2,500 ~ .A � tom'$.-' .' .1 . :., Walker Road 1260 17 5.552 1,350 1 19300 1 41000 1 6,000 Exhibit 8 DESIGN STANDARDS / GEOMETRIC FEATURES Kendall County Highways Design Standards for Kendall County Highways and Bridges shall include, but are not limited to, the following publications: • Bureau of Design and Environment Manual Illinois Department of Transportation (IDOT) • Bureau of Local Roads and Streets Manual Illinois Department of Transportation (IDOT) • A Policy on Geometric Design of Highways and Streets American Association of State Highway and Transportation Officials (AASHTO) • Manual on Uniform Traffic Control Devices for Streets and Highways U.S . Department of Transportation, Federal Highway Administration (FHWA) Exhibits 9a — 9e provide examples of the geometric features associated with different levels of traffic and different classifications of highways. Exhibit 9 BUREAU OF LOCAL ROADS & STREETS 3t-1f21 C€ OSS SE [ON ELEMENTS jmW35 i I f d9 s � 6U r � G3 L3 3 • Travel lanes are typically 12' wide. • Shoulder widths vary from 8' to 10' • Ditch slopes and right-of-way limits are variable • This section is applicable for rural highways with AADT < 15,000 Exhibit 9a BUREAU J LOCAL mm» & STREETS Jan e m� SECTION ELEMENTS . p @ / e � S � \ a § E - ) # « . . ! ) L � { \ � a !; ) \ k $ r • zvel lanes are t7cal% 2@a' Ewidth. • c aG is normally Rw2Sidewalk locations may vary • Right-of-way limits vary fro m g @ !oo • This section is applicable U urban highways with A n sego Exhibit 9b BUREAU OF LOCAL ROADS & STREET$ 39-1 CROSS SECTION ELEMENTS .lar 2V6 4E i E a' n3 @13 E � VP � • Travel lanes are typically 12' to 14' in width. • Parking lanes are 8' and variable • CC& G is normally 13.6-24. Sidewalk locations may vary • Right-of-way limits vary from 60' to 100' • This section is applicable for urban highways with AADT < 15,000 Exhibit 9c BUREAU OF LOCAL ROADS & STREETS ,faz720DE CROSS SECTION €LEPAENTS St- fp) J4t • Travel lanes are typically 12' to 14' wide. • Two-way left turn lanes (TWLTL) vary from 12' to 14' • CC&G for urban sections or paved shoulders for rural sections are typical • This section is applicable for rural and urban highways with AADT <_ 20,000 Exhibit 9d BUREAU OF trOCAL ROADS & STREET S 3 -t iE=i CROS-5 SEG s ION ELEMENTS Java 21M36 Iry Ice rj r m • Travel lanes are typically 12' to 14' wide • Median width varies from 18' to 30' • CC& G is typically B-6.24. Sidewalk locations vary • Right-of-way limits vary from 100' to 150' • This section is applicable for urban or suburban highways with AADT _< 30,000 Exhibit 9e 2008-2033 ANTICIPATED CAPITAL IMPROVEMENTS Kendall County Highways Highway 2005-2030 Anticipated Capital Improvements Estimated Total Cost Funding Factor (%) County Portion Cannonball Trail Urban 3-Lane Section from Rte. 34 to Galena Rd. $6,000,000 67 $4, 000, 000 Caton Farm Road Intersection Improvement at Rte. 47 $1,000,000 33 $330, 000 Bridge Replacement East of Ashley Rd. $600,000 100 $600, 000 Intersection lm rovement at Ashley Rd. $500,000 50 $250,000 Intersection Improvement at Grove Rd. $600,000 100 $600, 000 Bride Replacement east of Grove Rd. $1,500, 000 75 $1, 125,000 Bride Replace ent west of Pederson Rd. $1,500,000 75 $1, 125, 000 Bridge Replacement east of Schlapp Rd. $1,5001000 75 $11125, 000 Intersection Improvement at Ridge Rd. $750,000 25 $187,500 Urban 5-Lane Section from Grove Rd. to Ride Rd. $101000, 000 25 $2,500, 000 Eidamain Road Bridge & Approaches over Fox River; Rte. 71 to 34 $30, 000,000 50 $15, 000, 000 Widen & resurface Walker Rd. to Ill. Rte. 71 $2,5001000 75 $1,875,000 Intersection Improvement at Faxon Rd. $200,000 50 $100,000 Intersection Improvement at Corneils Rd. $300, 000 50 $150, 000 , Rural 3-Lane Concrete; Menards to Galena Rd. $5,000,000 50 $2,500, 000 Fox Road Intersection Improvement at Pavillion $400,000 10 $40,000 Bride Replacement west of Poplar Dr. $500,000 100 $500, 000 Fox River Drive Extend through Newark to Rte. 71 $1, 000,000 75 $750, 000 Reconstruct Crimmins Rd. as FRD Extension $2y0001000 100 $2, 000, 000 K Bridge Replacement at Clear Creek $750,000 100 $750,000 Intersection Improvement at Walker Rd. $500, 000 80 $400, 000 Cr Urban 3-Lane Section Through Millbrook $750, 000 100 $750, 000 Intersection Improvement at Whitfield Rd. w/ real nment $750, 000 67 $500, 000 2008-2033 ANTICIPATED CAPITAL IMPROVEMENTS Kendall County Highways Highway 2005-2030 Anticipated Capital Improvements Estimated Total Cost Funding Factor (%) County Portion Bridge Replacement at Hollenback Creek $750,000 100 $750, 000 Fox River Drive Intersection Improvement at Fox Rd. $300, 000 100 $300,000 Continued Rehabilitate Bridge over Fox River $2,000,000 100 $2, 0002000 Intersection improvement at Millhurst & River $500, 000 67 $333,333 Bridge Replace ent over Big Rock Creek $2,0001000 50 $1,000,000 Intersection Improvement at Griswold Springs Rd. $500,000 25 $125,000 Galena Road Intersection Improvement at Creek Rd. $500,000 10 $50, 000 Intersection Improvement at Little Rock Rd. $750, 000 25 $187,500 Intersection Improvement at Rock Creek Rd. $500,000 67 $333,333 Intersection Improvement at Eldamain Rd. $500,000 50 $250, 000 Intersection Improvement at Rte. 47 w/ Bride $1, 0001000 33 $333,333 Intersection Improvement at Cannonball w/ realignment $6007000 25 $150,000 Bridge Re lacement over Blackberry Creek $1,000,000 100 $1, 0001000 Intersection Improvement at Kennedy Rd. $600, 000 25 $150, 000 Intersection Im rovement at Concord Drive $200, 000 100 $200, 000 Urban 415-Lane Section from Eldamain to Orchard $16,000, 000 50 $8, 000,000 Grove Road Intersection Improvement at Sherrill Rd. $500, 000 75 $375, 000 Intersection Improvement at Whitewillow Rd. $400, 000 100 $400, 000 Intersection Im rovement at Rte. 52 $500, 000 50 $250,000 Bride Replacement south of Van D ke $1, 000, 000 100 $1,000, 000 Intersection Improvement at Chicago Rd. $500,000 50 $250, 000 Intersection lm rovement at Rte 126 w/ Realignment $1,000,000 50 $500, 000 Intersection Improvement at Cherry Rd. w/ Realignment $3001000 10 $30,000 Grove Road Intersection Improvement at Reservation w/Reali nment $10000, 000 25 $250, 000 2008-2033 ANTICIPATED CAPITAL IMPROVEMENTS Kendall County Highways Highway 2005-2030 Anticipated Capital Improvements Estimated Total Cost Funding Factor (%) County Portion Continued Intersection Improvement at Collins Rd. $750, 000 50 $375, 000 Intersection Improvement at Plainfield Rd. $500, 000 25 $125, 000 Urban 3-Lane Section; Rte. 126 to Plainfield Rd. $101000, 000 67 $6,666, 667 Joliet Road Urban 2-Lane Section through Lisbon $750, 000 90 $675, 000 intersection Improvement at Rte. 47 $500, 000 33 $166, 667 Lisbon Road Urban 2-Lane Section through Lisbon $1,500, 000 90 $1,350, 000 Little Rock Road Intersection Improvement at Abe Street $500, 000 25 $125, 000 Intersection Improvement at Center Street $500, 000 50 $250, 000 Intersection Improvement at Miller Rd. $500,000 33 $166,667 Urban 415-Lane Section; Rte. 34 to Galena Rd. $10,000, 000 40 $4f0001000 Millbrook Road Intersection Improvement at Rte 71 -Walker w/ Realignment $1, 000, 000 67 $666,667 Millington Road Intersection Improvement at Rogers Rd. $400,000 50 $200,000 Intersection Improvement at Millhurst Rd. $5007000 75 $3757000 Intersection lm rovement at Lions Rd. $300, 000 50 $150, 000 Extension to Duvick Road $1,5001000 75 $1, 125, 000 Newark Road Intersection Improvement at Rte. 71 $500, 000 25 $125,000 Intersection Improvement at Lisbon Road $400, 000 75 $300,000 Intersection Improvement at Rte. 47 $500,000 33 $166,667 Orchard Road Intersection Improvement at Rte. 71 $1,000,000 25 $250,000 Bride Widening over Fox River $5,000,000 100 $57000, 000 Intersection Improvement at Rte. 34 $1,000,000 50 $500, 000 Intersection Improvement at Mill Rd. $500,000 100 $500,000 Intersection Improvement at Tuscany Tr. $200,000 10 $20, 000 2008-2033 ANTICIPATED CAPITAL IMPROVEMENTS Kendall County Highways Highway 2005-2030 Anticipated Capital Improvements Estimated Total Cost Funding Factor (%) County Portion Intersection Improvement at Galena Rd. $200, 000 10 $20, 000 Intersection Improvement at Caterpillar Dr. $150, 000 10 $15,000 Intersection Improvement at Rte. 30 w/ dual lefts $750, 000 75 $562,500 Urban 415-Lane Section; Rte. 71 to Tuscany Tr. $6,000,000 90 $5,400, 000 Plainfield Road Intersection Im rovement at Templeton Dr. $500, 000 25 $125, 000 Intersection Im rovement at Woolley w/ Realignment $500,000 25 $125, 000 Intersection Improvement at Collins Rd. $5007000 50 $250, 000 Intersection Improvement at Simons Rd. w/ Realignment $500,000 50 $250,000 Intersection Improvement at Douglas Rd. $500,000 67 $333,333 Intersection Improvement at Stewart Rd. $1,500,000 50 $750, 000 Intersection Improvement at Johnson Rd. $750,000 10 $75,000 Intersection Improvement at Rte. 126 $1,5001000 67 $ 1, 000, 000 Urban 415-Lane Section; Rte. 126 to Grove Rd. $15,000,000 75 $11,250,000 Plattville/Chica o Intersection Improvement at Rte. 47 $500, 000 33 $166,667 Intersection Improvement at Ashley Rd. $400,000 75 $300, 000 Ridge Road ±20 Intersection Im rovements $18000 000 15 $1,500, 000 WIKADUKETr. Bridge Re lacementsouthofRte. 52 $11500, 000 100 $11500, 000 Urban 5-Lane Section; 1-80 to Rte. 126 $30,000, 000 33 $10, 000, 000 Rock Creek Road Transfer to City of Plano before 2009 $0 Sherrill Road Bride Replacement west of O'brien Rd. $500,000 100 $500, 000 Intersection Improvement at O'brien Rd. $400, 000 50 $200, 000 Widen & Resurface w/Additional ROW $4, 000, 000 75 $3; 0001000 Townhouse Road Intersection Improvement at U. S. Route 52 $500, 000 50 $250,000 2008-2033 ANTICIPATED CAPITAL IMPROVEMENTS Kendall County Highways Highway 2005-2030 Anticipated Capital Improvements Estimated Total Cost Funding Factor (%) County Portion Van Emmon Road Intersection Im rovement at Rte. 71 $1, 000,000 33 $330,000 Walker Road Intersection Improvement at Rte. 71 w/ Realignment $1,500, 000 67 $1, 005,000 �E]Intersection Improvement at Lisbon Rd. $500, 000 100 $500, 000 Intersection Improvement at Rte. 47 $500, 000 25 $125, 000 Whitewillow Road Intersection Improvement at Rte. 47 $500, 000 25 $125, 000 Count Hi hwa s Intelligent Transportation Systems Solutions $2, 000, 000 100 $2, 000,000 Totals: $221,950,000 $120,310,833 0 clpy Reviewed By: Agenda Item Number J O� Legal ❑ Finance ESL 7636 F1, � Engineer ❑ Tracking Number LI ri y City Administrator ❑ Consultant ❑ <CE ?' F1 Agenda Item Summary Memo Title: Fox Metro Water Reclamation District Intergovernmental Agreement Meeting and Date: Public Works—February 19, 2008 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Kathleen Field Orr City Attorney Name Department Agenda Item Notes: Ordinance No. AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING AN INTERGOVERNMENTAL AGREEMENT BETWEEN THE UNITED CITY OF YORKVILLE AND THE FOX METRO WATER RECLAMATION DISTRICT WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City"), is a duly created, organized, and validly existing municipality of the State of Illinois under the 1970 Illinois Constitution and the laws of the State of Illinois, including particularly the Illinois Municipal Code, as from time to time amended (the "Municipal Code") (65 ILCS 5/65- 1 - 1 -2, et. seq. ); and, WHEREAS, the Fox Metro Water Reclamation District (the "District") and the City are "public agencies" within the meaning of the Illinois Intergovernmental Cooperation Act (5 ILCS 220/1 , et seq.); and, WHEREAS, the District and the City are "units of local government" within the context of Section 10, Article VII, of the Illinois Constitution of 1970; and, WHEREAS, the District and the City are authorized to contract with each other to obtain or share services, or exercise, combine, or transfer any power or function in any manner not prohibited by law or by ordinance; and, WHEREAS, Section 7 of the Sanitary District Revenue Bond Act (70 ILCS 3010/1 , et seq. ), provide statutory authority for municipalities and sanitary districts to cooperate in the enforcement and collection of delinquent sanitary district rates or charges by terminating water service; and, WHEREAS, the District requests the City to discontinue water service to any premises within the City Service Area (i.e. any premises or area to which the City provides water services) upon notice from the District that a rate or charge for its services is delinquent and not resume water services until receiving notice from the District that the rate or charge has been paid. NOW, THEREFORE, BE IT ORDAINED, by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That the preceding recitations in this Ordinance are hereby restated and adopted as paragraph one (1 ) of this Ordinance. Section 2. That the Intergovernmental Agreement between the United City of Yorkville and Fox Metro Water Reclamation District, a copy of which is attached hereto and incorporated herein, is hereby approved. 1 Section 3. That the Mayor and City Clerk are hereby given the authority to execute and deliver said Intergovernmental Agreement. Section 4. That the officials, officers, and employees of the City are hereby authorized to take such further actions as are necessary to carry out the intent and purpose of this Ordinance and Agreement. Section 5. This Ordinance shall be in full force and effect upon passage, approval, and publication as provided by law. ADOPTED by the Mayor and City Council of the United City of Yorkville, Illinois, this_ day of 2008, by a roll call vote as follows: AYES: NAYS : ABSENT: APPROVED: Mayor Attest: City Clerk yorkville'fomem.interay or Aoe 2 INTERGOVERNMENTAL AGREEMENT BETWEEN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS AND THE FOX METRO WATER RECLAMATION DISTRICT WHEREAS, the Fox Metro Water Reclamation District (the "District') and the United City of Yorkville, Kendall County, Illinois (the "City") are "public agencies" within the meaning of the Illinois Intergovernmental Cooperation Act (5 ILCS 220/1 , et seq.); and, WHEREAS, the District and the City are "units of local government' within the context of Section 10, Article VII, of the Illinois Constitution of 1970; and, WHEREAS, the District and the City are authorized to contract with each other to obtain or share services, or exercise, combine, or transfer any power or function in any manner not prohibited by law or by ordinance; and, WHEREAS, Section 7 of the Sanitary District Revenue Bond Act (70 ILCS 3010/1 , et seq.), provide statutory authority for municipalities and sanitary districts to cooperate in the enforcement and collection of delinquent sanitary district rates or charges by terminating water service; and, WHEREAS, the District requests the City to discontinue water service to any premises within the City Service Area (i.e. any premises or area to which the City provides water services) upon notice from the District that a rate or charge for its services is delinquent and not resume water services until receiving notice from the District that the rate or charge has been paid; and, WHEREAS, the City and District desire to reduce to writing their cooperative agreement for termination of water service. NOW, THEREFORE, in consideration of the foregoing preambles and the covenants recited herein, the City and the District agree this day of 2008, as follows: 1 . Termination of Water Service. The City will terminate water service to a premises within the City Service Area pursuant to the terms and conditions recited in this Agreement. 2. Obligation of District. In the event the District asks the City to terminate water service of any premises within the City Service Area, the following requirements shall be a condition precedent to the City termination of water service: a. The District shall notify the occupant and the owner of the premises, not less ten (10) days prior to the proposed date of termination, that water service will be terminated. The District shall provide the owner of the premises an opportunity to be heard on the matter. b. The District shall provide the City with a written statement or electronic document for each requested termination that said notice was delivered and the owner has not availed himself of the opportunity to be heard, or that said hearing has occurred and has been concluded in favor of the District and termination. Said statement may be as to multiple properties and be included as part of the list required in Section 2(d) hereof. The District shall provide said statement in the format chosen by the City. c. If the City is not satisfied that the requirements of 70 ILCS 3010/7 have been met in a given circumstance, the City may refuse to terminate water service until the concerns of the City have been satisfied. d. Three (3) days prior to the termination of water service the District will deliver to the City by fax, electronic document, or otherwise, a list of the addresses/premises at which water service is to be terminated. The District shall provide said list in the format chosen by the City. e. The District will verify through the water billing department of the City that the person who is delinquent in paying the District charge owns or resides at the address/premises at which water service is to be terminated. f At the time water service is terminated, the City will post a notice indicating the reason for water service termination and will include a statement that said water termination was done at the direction of the District (unless the termination of water service was caused by other reasons to the City and the District which will then be so stated). 3. Fee for Termination and Resumption of Water Service. The District will pay the City a fee for each water service which is terminated. The termination fee will include the cost of resumption of water service. If the District' s delinquent account has been paid in full prior to the initiation of Section 2(f) above, the City shall not be entitled to said fee. The City shall be entitled to said fee even though service is not, in fact, terminated due to a physical problem with the shut off of the property' s water system (e.g. a broken valve). At the discretion of the City, it may choose to waive payment, if water service is not terminated because of the reason stated herein. 4. Termination Day and Time. Termination of water service will be determined in coordination with the City. No termination of water service will be conducted on a day prior to a weekend or holiday. The District agrees 2 to abide by City standards and procedures regarding the scheduling and methodology of water service termination. 5. Delinquency Requiring Termination of Water Service. There will be no termination of water service until the District's charge exceeds fifty dollars ($50.00) and is more than thirty (30) days past due. After the charges meet the amount and past due criteria, termination shall be at the option of the District. For purposes of this Agreement, the District's sewer charges are due twenty-on (21 ) days after the billing date. 6. Resumption of Water Service. Upon written notification delivered via fax, electronic document, or otherwise, by the District to the City that the delinquent District charge has been satisfied, the City will resume water service at the premises. The District shall provide said notification in the format chosen by the individual City. The District agrees to abide by City standards and procedures regarding the scheduling and methodology of water service resumption. If the water service is also terminated for other reasons beyond the request of the District, the City may refuse to resume water service to a given premises until all outstanding reasons for the termination of water service has been resolved. 7. Complaints and Inquiries. All complaints, correspondence, inquiries, and communications from the District sewer customer will be directed to the District. The City will have no obligation to reply, respond, communicate, or otherwise correspond with a District customer. 8. Fees. The fees provided for in this Agreement will be reviewed by the City annually and this Agreement may be modified or amended from time to time as deemed appropriate by mutual agreement of the City and the District. Fees charged by the City directly to an owner of a premises or other responsible party may be altered without the consent of the District. 9. Indemnification. The District will indemnify and hold harmless the City, the Corporate Authorities, officers, agents, employees, and consultants from and against any and all judgments and attorney' s fees, resulting from an act or omission of the District, its employees, servants, and agents, arising out of, occurring in connection with, resulting from, or caused by the performance or failure of performance of any act pursuant to the terms of the Agreement. 10. Lost of Water Service Revenues. The District shall reimburse the City for any lost water service revenues (including the taxes that would have been paid to the City on said lost water service revenues) resulting from the discontinuance of water service pursuant to this Agreement. Lost water revenues shall be calculated based on the average water revenue from the subject premises over the prior twelve (12) months. If a given structure whose water service has been terminated herein has not been in existence for 3 twelve (12) months (i.e. new construction), the basis for the above calculation shall be made upon the usage history of similar structures and customers within the City or its service areas if outside the City boundaries. The City shall calculate said amount and notify the District of said amount due. Upon receipt of said notice of amount due, the District shall pay said amount to the City within thirty (30) days thereof. 11 . Partial Payments. In the event partial payments are made to the City by the occupant or owner of a premises which receives water and sewer services, partial payments shall be first distributed to the City for water services, with any remainder distributed to the District. 12. Water Service Inspections. The District agrees to provide the City with water service inspections for properties serviced by the City at the request and option of the City. 13 . The Parties agree that collaboration is beneficial and necessary when planning for development and expansion of District services in this region. Accordingly, the Parties agree to the following: a. Except as to completed projects of agreements which predate this Agreement, lift stations which are of a temporary nature (as determined by the joint review of the City and District engineers) and serve a local area (as determined by the joint review of the City and District engineers) shall be owned and maintained by the City. Lift stations that serve a regional area (as determined by the joint review of the City and District engineers) shall be owned and maintained by the District. b. The District agrees that if the District locates any District structures in the City, the District shall seek to obtain the City' s input of architectural elevations for any structures to be constructed in the City. c. The District agrees to comply with all regulations, policies, ordinances, and standards of the City when performing work in the City, including but not limited to, compliance with tree preservation ordinances, landscaping approval by the City, soil and sedimentation control ordinances, etc. d. The District agrees to contact the City with any anticipated changes in 1) connection fees, 2) rates charged to customers, or 3) annexation fees. e. The District agrees that after the District has had an opportunity to review particular developments, Preliminary Plat and/or engineering, and thereafter the City approves said Plat or engineering, the District 4 shall contact the City when it becomes necessary to alter the design and/or size of required sewers within the development. Further, the District shall provide the City with the location, sizing, and configuration of any proposed District sewer lines in the City. f. The District shall use its best efforts to record all easements obtained by the District from any party within ninety (90) days of execution. g. The District shall use its best efforts to post the District' s Board Meeting Agenda on its website forty-eight (48) hours prior to the meeting. The City shall also comply with this request. GENERAL PROVISIONS I . This Agreement shall be in full force and effect from and after the date first above written and shall be for a term of three (3) years. After the expiration of the original term of this Agreement, the Agreement shall automatically renew each year unless cancelled in accordance with the provisions of the following paragraph (2). 2. After the expiration of the initial three (3) year term of this Agreement, the Agreement may be cancelled by either Party without premium or penalty of any kind by giving the other Party notice of such cancellation not less than ninety (90) days prior to the effective date of cancellation. 3 . This Agreement may not be amended unless such amendment is in writing and signed by both Parties hereto. 4. It is expressly understood that if a governmental or legislative body other than the Parties hereto, enacts any law or statute which prohibits, or has the effect of prohibiting either Party from complying with this Agreement, then this Agreement shall terminate. 5. Neither Parry shall be deemed in violation of this Agreement for the delay in that Party's performance or failure to perform in whole or in part its obligation under this Agreement due to strike, work stoppages, war or act of ware (whether an actual declaration is made or not), insurrection, riot, act of public enemy, fire, flood or other act of God, or by other events to the extent that such events are caused by circumstances beyond the Parry's control. In the event that the delay in performance or failure to perform affects only a part of either Party' s capacity to perform its obligations under this Agreement, then such Party shall perform such obligations to the extent it is able to do so in as expeditious a manner as possible. 6. All notices herein required shall be in writing and shall be served upon the Parties at the addresses listed below. The mailing of notices, properly 5 addressed and with postage prepaid, or the personal delivery of the notices, shall be sufficient service. If to Fox Metro: Fox Metro Water Reclamation District 682 State Route 31 Oswego, Illinois 60543 Attn: District Manager If to the City: United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Attn: City Administrator With a copy to: Kathleen Field Orr & Associates 180 North Michigan Avenue Suite 1040 Chicago, Illinois 60601 Attn: Kathi Orr, City Attorney 7. The recitals at the beginning of this Agreement are material to this Agreement, and are incorporated as part of this Agreement by this reference. 8. "Electronic document" means data that is recorded or stored on any medium in or by a computer system or other similar device and that can be read or perceived by a person or a computer system or other similar device and is in a static or otherwise non-alterable format (e.g. .pdf files). It includes a display, printout, or other output of that data. AGREEMENT This Intergovernmental Agreement supersedes any and all prior agreements for water service termination. United City of Yorkville By. Mayor 6 Attest: City Clerk Fox Metro Water Reclamation District, a Public Agency and Unit of Local Government By. President of the Board of Trustees Attest: Clerk of the Board of Trustees 7 0 c/).y Reviewed By: Agenda Item Number J� T Legal ❑ f 1836 esr. , Finance ❑ Engineer ❑ < y City Administrator ❑ Tracking Number 0 LO 9 �O Police ❑ ee `��? Human Resources F1 Public Works ❑ City Council Agenda Item Summary Memo Title: FY 08/09 Budget Review City Council/Committee Agenda Date: Public Works—Feb. 19, 2008 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Discussion Submitted by: Brendan McLaughlin Administration Name Department Agenda Item Notes: UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET MOTOR FUEL TAX A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE REVENUES 15-000-40-00-3999 BEGINNING BALANCE - 505,226 194, 152 117,440 117,440 (76,712) -40% 15-000-40-00-4060 MOTOR FUEL TAX ALLOTMENTS 266,560 307,043 315,000 325,000 325,000 10,000 3% 15-000-40-00-4065 [DOT TRUCK ACCESS GRANT - _ 15-000-44-00-4490 MISC INCOME - 11 ,806 - - - - 15-000-44-00-4401 GAME FARM ROAD DESIGN - 157,000 157,000 157,000 - 0% 15-000-46-004600 INVESTMENT INCOME 152528 24,062 13,500 14,000 14,000 500 4% 15-000-49-00-4901 TRANSFER FROM GEN FD - _ TOTAL REVENUES: 282,089 848,137 679,652 613,440 613,440 (66,212) -10% EXPENSES 15-000-65-00-5800 CONTINGENCY 11 ,936 455 9,052 - - (91052) -100% 15-000-65-00-5818 SALT 46,482 63,801 78,010 83,850 83,850 5,840 7% 15-000-75-00-7007 SIGNS 9,799 9,574 9,990 93990 90990 - 0% 15-000-75-00-7008 CRACK FILLING 32,200 18,759 - 20,000 20,000 20,000 15-000-75-00-7106 GAME FARM SURVEYING - 68,000 68,000 68,000 - 0% 15-000-75-00-7107 GAME FARM ENGINEERING 65,721 34,902 317,000 314,000 314,000 (3,000) -1 % 15-000-75-00-7108 VAN EMMON STREET - _ 15-000-75-00-7110 COLD PATCH 886 31996 8,000 81000 8,000 - 0% 15-000-75-00-7111 HOT PATCH 1 ,830 6,977 9,600 9,600 9,600 - 0% 15-000-75-00-7112 VAN EMMON - 30,000 - - (30,000) -100% 15-000-75-00-7113 COUNTRYSIDE PKWY CONST. 201 ,442 - RT. 126 / 71 TRAFFIC SIGNALS - - _ _ 15-000-75-00-7115 PALMER COURT - 70,000 - - (70,000) -100% 15-000-75-00-7116 WOOD DALE - 30,000 - - (30,000) -100% 15-000-75-00-7117 FAXON ROAD ROW ACQ - 50,000 - - (502000) -100% 15-000-75-00-7118 Rt. 34 & SYCAMORE TRAFF SIG - - _ _ Page 1 of 2 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET MOTOR FUEL TAX A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08/09 BUDGET $ CHANGE CHANGE MFT EXPENSES CONTINUED GAME FARM ROW - 100,000 100,000 100,000 New 15-000-99-00-9960 TRANSFER TO FOX INDUSTRIAL 31 ,190 - - - - - TOTAL EXPENSES: 200,044 339,906 6799652 613,440 613,440 (66,212) -10% TOTAL FUND REVENUES 282,089 848,137 679,652 613,440 613,440 (66,212) -10% TOTAL FUND EXPENSES 200,044 339,906 679,652 613,440 613,440 (66,212) -10% FUND SURPLUS (DEFICIT) ENDING BALANCE 82,045 508,231 0 0 0 0 MFT COMMENTS: Page 2 of 2 UNITED CITY OF YORKVILLE PROPOSED FY 08109 BUDGET MUNICIPAL BUILDING A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08/09 BUDGET $ CHANGE CHANGE REVENUES 16-000-40-00-3999 BEGINNING BALANCE - (208,136) - - - - 16-000-42-00-4211 DEVELOPMENT FEES-BUILDING 85,950 79,350 400,000 100,000 1 100,000 -75% 16-000-42-QO-4215 BEECHER RENTAL FEE 71095 123100 90000 - - (300,000) -100% 16-000-42-004216 RENTAL FEES 40,000 - - - - (9,000) 16-000-44-004400 BEECHER CENTER DONATION - - - - - - 16-000-49-004901 TRANSFER FROM GENERAL FUND 102,043 64,647 - - - - 16-000-49-004902 TRANS FROM LAND ACQUISITION - 13,618 - - - - TOTAL REVENUES: 235,088 (38,421 ) 409,000 100,000 100,000 (309,000) -76% EXPENSES 16-000-62-00-5416 GENERAL BLDG & GRNDS 689 1 ,171 5,000 2,500 - - -100% 16-000-62-00-5402 RECREATIONAL RENTAL FEE - - - - - (5,000) 16-000-75-00-7008 ENTRY WAY SIGNS - - 21000 2,500 - - -100% 16-000-75-00-7200 BLDG IMPROV- PARK & REC 17,379 12, 105 12,000 12,000 - (2,000) -100% 16-000-75-00-7202 BLDG IMPROVE - CITY HALL - - - - - (12,000) 16-000-75-00-7203 BLDG IMPROVE-PUBLIC WKS 9,704 8,939 12,000 5,500 - - -100% 16-000-75-00-7204 BLDG MAINT - CITY HALL 15,549 6,497 8,000 15,000 - (12,000) -100% 16-000-75-00-7205 BLDG IMPROVEMENTS-LIBRARY 21548 - - - - (8,000) 16-000-75-00-7206 LANDSCAPING - PUBLIC BLDINGS 2,044 1 ,678 3,500 3,500 - - -100% 16-000-75-00-7209 BEECHER PARKING LOT 419120 - - - - (3,500) 16-000-75-00-7210 BLDG IMPROVE - POST OFFICE 104,873 - - - - 16-000-75-00-7211 NEW BUILDINGS - - 51 ,577 40,600 40,600 - -21 % 16-000-78-00-9009 USE OF RESERVE - - 30,000 - - (10,977) -100% 16-000-99-00-9901 TRANSFER TO GENERAL FUND - - 182,500 - - (30,000) -100% 16-000-99-00-9965 TRANSFER TO DEBT SERVICE 103,923 102,423 102,423 59,400 59,400 (182,500) -42% TOTAL EXPENSES: 1923957 237,685 409,000 141 ,000 100,000 (265,977) -76% Page 1 of 2 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET MUNICIPAL BUILDING A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE TOTAL FUND REVENUES 2351088 (38,421 ) 409,000 100,000 100,000 (309,000) -76% TOTAL FUND EXPENSES 192,957 237,685 409,000 141 ,000 100,000 (265,977) -76% FUND SURPLUS (DEFICIT) ENDING BALANCE 42,131 (276,106) 0 (41 ,000) - (43,023) MUNICIPAL BUILDING COMMENTS: 1 400 Permits ' $550 each Page 2 of 2 UNITED CITY OF YORKVILLE PROPOSED FY 08109 BUDGET FOX HILL SPECIAL SERVICE AREA A D E E - A E - A ACCOUNT 2006-2007 2007-2008 DEPT PROPOSED FY NUMBER DESCRIPTION Actual Budget REQUEST 08109 BUDGET $ CHANGE % CHANGE REVENUES 17-000-40-00-4002 FOX HILL LEVY REVENUE 18,204 18,000 6,376 6,376 (11 ,624) -65% TOTAL REVENUES: 18,204 18,000 61376 6,376 (11 ,624) -65% EXPENSES 01-410.75-00-7104 FOX HILL SSA EXPENSES 8,625 18,000 60376 1 6,376 (11 ,624) -65% TOTAL EXPENSES: 8,625 18,000 6,376 61376 (11 ,624) -65% TOTAL FUND REVENUES 18,204 18,000 6,376 6,376 (11 ,624) -65% TOTAL FUND EXPENSES 8,625 18,000 61376 61376 (11 ,624) -65% FUND SURPLUS (DEFICIT) 9,579 0 (0) (0) (0) SSA COMMENTS: 1 Mowing 21678 Beautification 510 Weeding 255 Mulching 765 Trail Maintenance 11020 Trimming 829 Monument Repairs 64 General Maintenance 255 Page 1 of 1 UNITED CITY OF YORKVILLE PROPOSED FY 08109 BUDGET SUNFLOWER SPECIAL SERVICE AREA A D E E - A E - A ACCOUNT 2006-2007 2007-2008 DEPT PROPOSED FY NUMBER DESCRIPTION Actual Budget REQUEST 08109 BUDGET $ CHANGE % CHANGE REVENUES 18-000-40-00-4002 SUNFLOWER LEVY REVENUE - 18,000 15,925 15,925 (2,075) -12% TOTAL REVENUES: - 18,000 15,925 15,925 (2,075) -12% EXPENSES 18-410-75-00-7104 SUNFLOWER SSA EXPENSES 0 18,000 15,925 1 15,925 (2,075) -12% TOTAL EXPENSES: 0 18,000 15,925 15,925 (2,075) -12% TOTAL FUND REVENUES - 18,000 15,925 15,925 (2,075) -12% TOTAL FUND EXPENSES 18,000 15,925 15,925 (2,075) -12% FUND SURPLUS (DEFICIT) ENDING BALANCE - 0 - - - SSA COMMENTS: 1 Mowing 7,485 Beautification 1 ,274 Weeding 637 Mulching 1 ,592 Pond Maintenance 2,229 Trimming 1 ,911 Monument Repairs 159 General Maintenance 637 Page 1 of 1 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET PUBLIC WORKS CAPITAL A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE REVENUES 21-000-40-00-3999 BEGINNING BALANCE - 585,955 200,000 - - (200,000) -100% 21-000.42-00-4213 DEVELOPMENT FEES-PUBLIC WKS 481 ,500 344,750 600,000 3002000 2803000 (3203000) -53% 21-000-44-00-4430 SALE OF EQUIPMENT 34,114 - 65,000 16,000 16,000 (49,000) -75% 21 -000-49-00-4915 TRANSFER FROM WATER FUND 50,000 50,000 - - - - 21-000-49-00-4920 TRANSFER FROM SEWER FUND 302000 30,000 - - - - TOTAL REVENUES: 595,614 1 ,010,705 865,000 316,000 296,000 (569,000) -66% EXPENSES 21-000-75-00-7001 EQUIPMENT - - 125,000 55,000 1 55,000 (70,000) -56% 21-000-75-00-7005 VEHICLES 184,968 286,326 385,000 161 ,000 2 161 ,000 (224,000) -58% 21-000-75-00-7006 F150 PICK UP TRUCKS - - - - 21-000-75-00-7007 5 YARD DUMP - - - - 21 -000-75-00-7008 WATER DEPT PICK UP - - - - 21-000-75-00-7009 1 TON DUMP - - - - 21 -000-75-00-7010 POWER BREAKER - - - - 21-000-75-00-7015 SKID STEER UPGRADE 3,952 4,500 9,500 5,000 5,000 (4,500) -47% 21-000-75-00-7100 BOB CAT EXCHANGE - - - - 21 -000-75-00-7107 TRUCK ACCESSORIES 11 ,445 5,185 14,000 9,000 90000 (50000) -36% 21-000-75-00-7108 SKIDSTEER GRADER - - - - 21-000-75-00-7109 MOWER - - - - 21-000-75-00-7115 SALT DOME - - - - - - 21-000-75-00-7120 STREET SWEEPER - - - - 21-000-75-00-7130 FACILITY EXPANSION 4,000 7,442 200,000 38,600 38,600 (161 ,400) -81 % 21-000-78-00-9009 USE OF RESERVE 4,800 60,158 89,000 47,400 3 - (89,000) -100% 21-000-99-00-9941 TRANSFER TO PARKS CAPITAL - 42,500 - - (42,500) -100% TOTAL EXPENSES: 209,165 363,611 865,000 316,000 268,600 (596,400) -69% Page 1 of 2 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET PUBLIC WORKS CAPITAL A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE TOTAL FUND REVENUES 595,614 1 ,010,705 865,000 316,000 296,000 (569,000) -66% TOTAL FUND EXPENSES 209,165 363,611 865,000 316,000 268,600 (596,400) -69% FUND SURPLUS (DEFICIT) ENDING BALANCE 386,449 647,094 0 - 270400 27,400 PUBLIC WORKS CAPITAL COMMENTS: 1 Tractor and large ditch mower enclosed trailer and barricades / safety supplies for street closures 2 Water and street utility / truck for PW Director / 2 small trucks for meter readers and seasonal help 3 Reserve Policy 15% Page 2 of 2 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET CITY WIDE CAPITAL A B B - A B - A ACCOUNT DEPT PROPOSEOFY NUMBER DESCRIPTION REQUEST 08/09 BUDGET $ CHANGE % CHANGE REVENUES 23-000-40-00-3996 ROAD CONTRIBUTION 800,000 800,000 - 0% 23-000-40-00-3998 ROAD FUNDING - MPI - - - 23-000-40-00-3999 RESERVE FUND BALANCE 90,000 90,000 - 0% 01-000-42-00-4211 ENGINEERING CAPITAL FEE 40,000 1 40,000 - 0% DOWNTOWN BRWN GRANT 100,000 100,000 - 0% TRANSFER FROM GEN FD 575,000 465,000 (110,000) -19% TOTAL REVENUES: 11605,000 1 ,495,000 (110,000) -7% EXPENSES 23-000-75-00-7107 ROAD CONTRIBUTION RESER - - - ENGINEER CAPITAL (VEHICLES) 40,000 40,000 - 0% 23-000-75-00- MPI RESERVE - - - RON CLARK PROPERTY 100,000 1000000 - 0% 23-000-75-00-7130 PW BUILDING 90,000 90,000 - 0% FAXON ROAD ROW 100,000 2 100,000 - 0% PALMER COURT 90,000 90,000 - 0% MCHUGH ROAD 300,000 2 300,000 - 0% VAN EMMON GUARD RAIL 10,000 10,000 - 0% KENNEDY ROAD 200,000 2 200,000 - 0% ROB ROY FALLS SIGNAL 150,000 150,000 - 0% ASPHUALT PAVEMENT TREAT 50,000 50,000 - 0% PERIMETER RD STUDY 40,000 2 40,000 - 0% RIVER RD BRIDGE 50,000 50,000 - 0% BEECHER RD STUDY 100,000 2 100,000 - 0% PARKING LOT SEALING 50,000 - (50,000) -100% TOWN SQUARE DRAINAGE 10,000 - (10,000) -100% DOWNTOWN BROWNFIELD 100,000 100,000 - 0% TOWN SQUARE SIDEWALK 25,000 - (25,000) -100% COMED BIKE TRAIL 55,000 55,000 - 0% PARKWAY TREE PLANTING 25,000 - (25,000) -100% SIDEWALK REPLACEMENT 20,000 20,000 - 0% Page 1 of 2 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET CITY WIDE CAPITAL A B B - A B - A ACCOUNT DEPT PROPOSED FY NUMBER DESCRIPTION REQUEST 08109 BUDGET $ CHANGE % CHANGE TOTAL EXPENSES 1 ,605,000 1 ,495,000 (110,000) -7% TOTAL FUND REVENUES 1 ,605,000 1 ,495,000 (110,000) -7% TOTAL FUND EXPENSES 11605,000 1 ,495,000 (110,000) -7% FUND SURPLUS (DEFICIT) ENDING BALANCE - - - CITY WIDE CAPITAL COMMENTS: 1 $100 " 266 Permits 2 These projects are tied to the road contribution fees collected 3 Page 2 of 2 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET SEWER MAINTENANCE AND IMPROVEMENTS A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE REVENUES 52-100-40-00-3999 BEGINNING BALANCE 327,526 657,374 - 309,383 309,383 309,383 New 52-100-42-00-4240 LIFT STATION INCOME - 19,097 8,000 - - (81000) -100% 52-100-42-00-4250 SEWER MAINTENANCE FEES 4780385 576,524 486,000 500,000 1 500,000 14,000 3% 52-100-42-00-4251 SEWER CONNECTION FEES 180,600 142,660 260,000 200,000 2 200,000 (60,000) -23% 52-10046-00-4600 INVESTMENT INCOME 25,154 74,824 15,000 35,000 35,000 20,000 133% TOTAL MAINTENANCE REVENUES: 1 ,011 ,665 1 ,470,479 769,000 1 ,044,383 1 ,044,383 275,383 36% IMPROVEMENT REVENUES: 52-200-40-00-3999 BEGINNING BALANCE 3,521 ,714 30314,989 5,387,523 - - (5,387,523) -100% 52-200-42-00-4220 CONNECTION FEES 1 ,281 ,300 1 ,033,136 904,491 800,000 800,000 (104,491) -12% 52-200-42-00-4221 RIVER CROSSING FEES 6,576 1 ,818 - - - - NORTH BRANCH #2 (DEV REV) - - 1 ,650,000 11650,000 1 ,650,000 New 52-200-46-00-4600 INVESTMENT INCOME 243,928 158,809 75,000 30,000 30,000 (452000) -60% 52-200-46-00-4601 ACCRUED INTEREST ON BONDS - - - - 52-200-48-00-4800 COMED/HYD DEBT CERT - - - - 52-200-48-00-4801 BRUEL ST DEBT CERT - - - - - 52-200-48-00-4802 COUNTRYSIDE INTER BOND PRD - - 52-200-48-00-4803 ROB ROY CREEK REVENUE 12,150,313 3600755 550,745 - - (5500745) -100% 52-20048-00-4804 SWEST SERVICE AREA INTERCPT 253,662 56,181 51500,000 - - (50500,000) -100% 52-20048-00-4805 COUNTRYSIDE INTERCEPTOR - 1 ,215,401 - - - - 52-200-49-00-4901 TRANSFER FROM GENERAL FUND 150,000 150,000 150,000 150,000 150,000 - 0% 52-200-49-00-4902 TRANSFER FROM SOUTH SEW FD - - TOTAL MAINTENANCE REVENUES: 17,607,493 61291 ,089 12,567,759 2,6301000 21630,000 (9,937,759) -79% TOTAL REVENUES: 18,619,158 7,761 ,568 13,3362759 31674,383 326742383 (91662,376) -72% MAINTENANCE EXPENSES: 52-100-50-00-5108 SALARIES-REGULAR 108,174 117,603 154,756 279,225 3 131 ,000 (23,756) -15% 52-100-50-00-5136 PART TIME 29300 3,622 51000 - - (5,000) -100% Page 1 of 4 UNITED CITY OF YORKVILLE PROPOSED FY 08109 BUDGET SEWER MAINTENANCE AND IMPROVEMENTS A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE MAINTENANCE EXPENSES CONTINUED: 52-100-50-00-5137 SALARIES-OVERTIME 3,060 3,300 12,000 10,000 8,000 (4,000) -33% 52-100-62-00-5401 CONTRACTUAL SERVICES 4,090 895 8,000 10,500 4 6,500 (1 ,500) -19% 52-100-62-00-5408 MAINTENANCE-EQUIPMENT 51112 33606 51000 62000 52000 - 0% 52-100-62-00-5409 MAINTENANCE-VEHICLES 668 2, 112 41000 6,000 4,000 - 0% 52-100-62-00-5419 MAINTENANCE-SANITARY SEWER 113877 43420 20,000 20,000 20,000 - 0% 52-100-62-00-5421 WEARING APPAREL 31398 4,234 21350 3,000 2,500 150 6% 52-100-62-00-5422 LIFT STATION MAINTENANCE 23,232 11 ,626 25,000 25,000 25,000 - 0% 52-100-62-00-5434 RENTAL - EQUIPMENT - - 13000 1 ,000 11000 - 0% 52-100-62-00-5435 ELECTRICITY 33,628 78,450 75,000 75,000 75,000 - 0% 52-100-62-00-5438 CELLULAR TELEPHONE 21328 31614 1 ,750 21500 21500 750 43% 52-100-64-00-5604 TRAINING & CONFERENCES 526 40 2,000 21000 6 11000 (1 ,000) -50% 52-100-64-00-5605 TRAVEL / MEALS / LODGING 849 779 31000 3,000 22000 (11000) -33% 52-100-65-00-5800 CONTINGENCIES - - 51054 - - (50054) -100% 52-100-65-00-5802 OFFICE SUPPLIES 2, 179 2$ 29 3,000 2,500 2,500 (500) -17% 52-100-65-00-5804 OPERATING SUPPLIES 53 - - - 52-100-65-00-5805 SHOP SUPPLIES 13457 11933 31000 21500 21500 (500) -17% 52-100-65-00-5812 GASOLINE 15,735 20,977 15,500 26,500 26,500 11 ,000 71 % 52-100-65-00-5815 HAND TOOLS 415 - 11000 1 ,000 1 ,000 - 0% 52-100-65-00-5817 GRAVEL 11216 - 31000 21000 2,000 (1 ,000) -33% 52-000-65-00-5823 SEWER CHEMICALS 21327 21783 - - - - 52-000-66-00-8200 INTEREST EXPENSE - (175,119) - - - 52-100-72-00-6500 IMRF PARTICIPANTS 8,999 9,613 13,344 23,407 11 ,235 (2, 109) -16% 52-100-72-00-6501 SOCIAL SECURITY & MEDICARE 81672 9,537 13,414 23,285 11 , 176 (2,238) -17% 52-100-75-00-7002 COMPUTER EQUIP & SOFTWARE 443 976 2,000 2,000 2,000 - 0% 52-100-75-00-7003 OFFICE EQUIPMENT 21269 524 6,000 3,500 3,500 (2,500) -42% 52-100-75-00-7004 SAFETY EQUIPMENT 1 ,207 1 ,621 2,000 11000 1 ,000 (1 ,000) -50% 52-100-78-00-9005 MERIT - - 6, 190 16,754 7,860 1 ,670 27% 52-100-78-00-9009 USE OF RESERVE 9,800 - 296,667 156,657 6 156,657 (140,010) 47% Page 2 of 4 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET SEWER MAINTENANCE AND IMPROVEMENTS A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE MAINTENANCE EXPENSES CONTINUED: 52-000-78-00-9012 SALARY SURVEY - - 9,397 - - (9,397) -100% 52-100-99-00-9901 TRANSFER TO GENERAL FUND 70,000 70,000 70,578 70,000 70,000 (578) -1 % 52-100-99-00-9950 TRANSFER TO PW EQUIP CAPITAL 30,000 30,000 - - - - TOTAL MAINTENANCE EXPENSES: 354,014 209,475 769,000 774,328 581 ,428 (187,571 ) -24% IMPROVEMENT EXPENSES: 52-200-62-00-5401 CONTRACTUAL/PROF SVCS 7,218 50953 302000 20,000 20,000 (103000) -33% 52-200-62-00-5402 ENG/LEGAUCONTINGEN-COUNSDE 142,893 330698 - - - - 52-200-62-00-5405 ENGINEERING - BRUELL ST 94,428 (6) - - - 52-200-62-00-5406 HYDRAULIC INTERCEPTOR 1 ,940 - - - 52-200-62-00-5407 ENG/LEG/ ROB ROY CREEK 225 - - - - 52-200-65-00-5800 CONTINGENCY - - - - - 52-200-66-00-6003 BRUELL ST INTEREST BOND - - 84,475 84,475 84,475 New 52-200-66-00-6004 BRUELL ST PRINCIPAL BOND - - 80,000 80,000 80,000 New 52-200-66-00-6008 COUNTRYSIDE PRINCIPAL BOND - - 135,000 135,000 135,000 New 52-200-66-00-6009 COUNTRYSIDE INTEREST BOND - - 116,138 116, 138 116,138 New 52-200-66-00-6010 COMED HYDRALIC INTEREST BOND - - 40,975 40,975 40,975 New 52-200-66-00-6011 COMED HYDRALIC PRINCIPAL BOND - - 1450000 145,000 145,000 New 52-200-66-00-6016 ROB ROY BOND - - 468,950 468,950 468,950 New 52-200-66-00-6049 SANITARY SIPHON INTEREST IEPA - - 8,301 81301 81301 New 52-200-66-00-6050 SANITARY SIPHON PRINCIPAL IEPA - - 30,679 30,679 30,679 New 52-200-66-00-6055 [EPA WASTE WATER LOAN - - 109,234 109,234 109,234 New 52-200-66-00-6012 BOND COSTS - BANK CHARGES 2169425 - - - - 52-200-75-00-7109 CONTRACTUAL/PROFESSIONAL SVC: - - - - - 52-200-75-00-7502 HYDRAULIC INTERCEPTOR - - - - - 52-200-75-00-7503 COUNTRYSIDE INTERCEPTOR 2,288,310 22,588 - - - 52-200-75-00-7504 BRUELL ST LIFT STATION 821 ,296 - - - - NORTH BRANCH #2 - - 11650,000 11650,000 1 ,650,000 New Page 3 of 4 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET SEWER MAINTENANCE AND IMPROVEMENTS A D E E - A E - A ACCOUNT 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE IMPROVEMENT EXPENSES CONTINUED: 52-200-75-00-7505 ROB ROY CREEK SANITARY 7,662,913 - - - - - 52-200-75-00-7506 SOUTHWEST SERVICE AREA INTER 626,817 51 ,291 51500,000 - - (5,500,000) -100% 52-200-75-00-7507 SANITARY JETTER TRUCK - - - 52-200-75-00-7508 MANHOLE REHAB PROJECT 61456 - 15,000 - - (15,000) -100% 52-200-75-00-7509 SCADA SYSTEM - - 753000 - - (75,000) -100% 52-200-75-00-7510 FOX HILL SANITARY SEWER RECAP - - 150,000 385,000 385,000 235,000 157% 52-200-75-00-7511 PALMER COURT - 502000 - - (50,000) -100% 52-200-75-00-7515 HEARTLAND ONSITE INTERCEPTOR 278,893 - - - 52-200-99-00-9901 TRANSFER TO GENERAL FUND 150,000 150,000 150,000 150,000 150,000 - 0% 52-200-99-00-9905 TRANSFER TO WATER FUND - 0 - - - 52-200-99-00-9965 TRANSFER TO DEBT SERVICE 646,213 640,041 1 ,210,236 - - (1 ,210,236) -100% TOTAL IMPROVEMENT EXPENSES: 12,944,026 903,565 7,180,236 30423,752 31423,752 (3,7561485) -52% TOTAL EXPENSES: 13,298,040 1 ,113,040 71949,236 4,198,080 41005, 180 (3,944,056) -50% TOTAL FUND REVENUES 18,619,158 7,761 ,568 130336,759 3,674,383 316740383 (9,662,376) -72% TOTAL FUND EXPENSES 13,298,040 1 ,113,040 7,949,236 4, 198,080 41005,180 (3,944,056) -50% FUND SURPLUS (DEFICIT) ENDING BALANCE 5,321 ,118 6,648,528 5,387,523 (523,697) (330,797) (51718,320) -106% SEWER COMMENTS: 1 18 * 6 cycles * 5,000 accounts 2 18 * 6 cycles * 5,000 accounts 3 Included 10% for sale of vacation and sick time / 1/2 of Superintendant position / Promotion MW 11 4 Includes $6,500 for servicemaster 5 1 National Congress foreman / state and regional training for all employees / 1/3 cost for National Congress for Director 6 Reserve Policy 15% Page 4 of 4 UNITED CITY OF YORKVILLE PROPOSED FY 08109 BUDGET WATER IMPROVEMENTS AND OPERATIONS A D E E - A E - A 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % ACCOUNT NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE REVENUES 51-100-40-00-3999 BEGINNING BALANCE 441 ,462 600,497 - 296,858 296,858 296,858 New 51-100-42-00-4240 BULK WATER SALES 11 ,973 11 ,833 10,000 10,000 10,000 - 0% 51-100-42-00-4241 WATER SALES 11222,781 11324,777 1 ,300,000 11450,000 1 ,450,000 150,000 12% 51-100-42-00-4242 WATER METER SALES 291 ,498 418,028 390,000 2002000 1 200,000 (190,000) -49% 51-100-42-00-4243 LEASE REVENUE - H2O TOWER 22,415 23,287 31 ,000 31 ,000 31 ,000 - 0% 51-100-44-00-4490 MISCELLANEOUS INCOME 290 488 - - - - 51-100-46-00-4600 INVESTMENT INCOME 25,069 74,789 23,683 35,000 35,000 11 ,317 48% 51-00049-00-4901 TRANSFER FROM WTR IMPROVE - - - - 51-000-49-00-4902 TRANSFER FROM SAN IMPROVE - - - TOTAL OPERATING REVENUES: 2,015,487 21453,699 1 ,754,683 2,022,858 2,022,858 268,175 15% 51-200-40-00-3999 BEGINNING BALANCE (417,093) (52,217) (1 ,472,375) 527,625 527,625 2,000,000 -136% 51-200.42-004220 CONNECTION FEES 105373680 11319,125 1 ,500,000 532,000 5323000 (968,000) -65% MPI CONNECTION FEE RECOV - - 425,600 425,600 4252600 New AUTUMN CREEK CONN RECO - - 106,400 106,400 106,400 New 51-20042-00-4221 SW WTR MAIN PROJECT REV 35,958 515 2,648,276 10,800,000 102800,000 87151 ,724 308% 51-20042-00.4222 USGS SHALLOW WATER REV - - - - - - 51-200-44-00-4490 MISCELLANEOUS INCOME - - - - - 51-200-45-00-4530 RADIUM GRANT - - - - - 51-200-46-00-4600 INVESTMENT INCOME 719127 44,232 55,000 30,000 30,000 (250000) 45% 51-20046-004601 ACCRUED INTEREST ON BONDS - - - 51-200-46-00-4602 PREMIUM ON BONDS - - - - 51-200-48-004800 LOAN PROCEEDS CONTRACT B.1 - 1 ,402,853 - - - - 51 -200-48-00-4801 ]EPA LOAN CONTRACT B PROC 2,046,893 - - - - 51-200-48-00-4802 PROCEEDS ON SALE OF ATS - - - - - 51 -200-48-004803 LOAN PROCEEDS - CTL ZONE - - - - - 51-200-49-00-4901 TRANSFER FROM GENERAL FD 215,000 220,000 2000000 200,000 200,000 - 0% 51-200-49-004915 TRANSFER FROM WATER FUND - - - TOTALIMPROVEMENTSREVENUES: 31489,565 2,934,508 2,930,901 12,621 ,625 12,621 ,625 91690,724 331% Page 1 of 6 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET WATER IMPROVEMENTS AND OPERATIONS A D E E - A E - A 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % ACCOUNT NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE TOTAL REVENUES: 5,505,052 5,388,207 4,685,584 14,644,483 14,644,483 9,958,899 213% OPERATIONS EXPENSES: 51-100-50-00-5107 SALARIES - EMPLOYEE 250,525 272,639 297,738 420,200 2 3300849 33, 111 11 % 51-000-17-00-1000 DEPRECIATION EXPENSE - - - - - 51-000-50-00-5110 SALARIES - SECRETARIAL - - - - - 51-100-50-00-5136 SALARIES-PART TIME 52216 2,766 8,500 5,000 5,000 (3,500) -41 % 51-100-50-00-5137 SALARIES - OVERTIME 38,898 42,723 40,000 40,000 35,000 (5,000) -13% 51-100-61-00-5300 LEGAL SERVICES 338 - 21000 2,000 21000 - 0% 51 -100-61-00-5303 JULIE SERVICE 8,494 9,975 11 ,000 11 ,000 11 ,000 - 0% 51-100-62-00-5401 CONTRACTUAL SERVICES 4,227 43925 9,000 7,500 7,500 (1 $ 00) -17% 51-100-62-00-5407 TREATMENT FACILITIES O & M 73,749 101 ,895 157,000 220,000 3 220,000 63,000 40% 51-100-62-00-5408 MAINTENANCE-EQUIPMENT 13941 71137 51000 7,500 7,500 2,500 50% 51-100-62-00-5409 MAINTENANCE-VEHICLES 11109 2,072 71000 10,000 8,000 1 ,000 14% 51-100-62-00-5411 MAINTENANCE-COMPUTERS 132 150 500 500 500 - 0% 51-100-62-00-5413 MAINTENANCE-CONTROL SYS 11654 2,073 - - - 51-100-62-00-5414 TRUCK LETTERING - - - - - 51-100-62-00-5421 WEARING APPAREL 2,451 41499 4,850 5,500 4,500 (350) -7% 51-100-62-00-5422 WATER TOWER PAINTING 219,870 - - - - 51-100-62-00-5434 RENTAL - EQUIPMENT - 240 2,000 2,000 2,000 - 0% 51-100-62-00-5435 ELECTRICITY 116,401 121 ,844 161 ,200 275,000 275,000 113,800 71 % 51-100-62-00-5436 TELEPHONE 16, 126 35,764 22,000 22,000 22,000 - 0% 51-100-62-00-5438 CELLULAR TELEPHONE 31930 3,733 31300 3,300 3,300 - 0% 51-100-64-00-5600 DUES 770 1 ,161 1 ,000 1 ,000 1 ,000 - 0% 51-100-64-00-5603 SUBSCRIPTIONS 164 21 250 250 250 - 0% 51-100-64-00-5604 TRAINING & CONFERENCES 2,741 21514 21900 22900 4 1 ,900 (11000) -34% 51-100-64-00-5605 TRAVEL / MEALS / LODGING 945 12321 5,400 52400 4,000 (1 ,400) -26% 51-100-65-00-5800 CONTINGENCIES - - - - - - 51-100-65-00-5804 OPERATING SUPPLIES 41 ,750 44,423 50,000 52,500 45,000 (5,000) -10% Page 2 of 6 UNITED CITY OF YORKVILLE PROPOSED FY 08109 BUDGET WATER IMPROVEMENTS AND OPERATIONS A D E E - A E - A 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % ACCOUNT NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE OPERATIONS EXPENSES CONTINUED 51-100-65-00-5808 POSTAGE & SHIPPING 14,002 13,935 18,000 15,000 18,000 - 0% 51-100-65-00-5809 PRINTING & COPYING 9,610 9,981 11 ,000 13,000 13,000 2,000 18% 51-100-65-00-5810 PUBLISHING & ADVERTISING 150 1 ,137 1 ,000 1 ,200 1 ,200 200 20% 51-100-65-00-5812 GASOLINE 21 ,296 31 ,628 35,000 38,500 383500 31500 10% 51-100-65-00-5815 HAND TOOLS 20 38 1 ,000 1 ,000 1 ,000 - 0% 51-100-65-00-5817 GRAVEL 2,256 3,248 50000 4,000 43000 (11000) -20% 51-100-65-00-5819 CHLORINE - - - - - 51 -100-65-00-5820 CHEMICALS 18,098 51 ,474 - - - 51-000-65-00-5821 CATHODIC PROTECTION - - - - - - 51-100-65-00-5822 WATER SAMPLES 21 ,412 18,592 14,000 14,000 14,000 - 0% 51-000-66-00-8200 INTEREST EXPENSE - (30,050) - - - 51-100-72-00-6500 IMRF PARTICIPANTS 233343 26,570 25,467 37,134 29,506 4,039 16% 51-100-72-00-6501 SOCIAL SECURITY & MEDICARE 233026 26,725 25,601 37,320 29,732 41131 16% 51-100-75-00-7002 COMPUTER EQUIP & SOFTWARE 2,570 2,311 1 ,500 - - (11500) -100% 51-100-75-00-7004 SAFETY EQUIPMENT 2,385 1 ,000 3,000 1 ,000 13000 (2,000) -67% 51-100-75-00-7506 METER READERS 7,177 7,219 12,000 12,000 12,000 - 0% 51-100-75-00-7507 HYDRANT REPLACEMENT 1 ,976 - 10,000 61500 61500 (30500) -35% 51-100-75-00-7508 METERS & PARTS 285,457 252,008 300,000 280,000 5 280,000 (20,000) -7% 51-100-78-00-9005 REFUND - - 1 ,500 1 ,500 11500 - 0% 51-100-62-00-5422 WATER TOWER PAINTING - - - 335,000 335,000 335,000 51-100-78-00-9008 RESERVE - H2O TOWER MAINT. - - - - - - 51-100-78-00-9006 MERIT - - 11 ,910 25,212 19,851 7,941 67% 51-100-78-00-9009 USE OF RESERVE - - 221 ,557 303,429 6 1 ,536 (220,021 ) -99% 51-000-78-00-9012 SALARY SURVEY - - 16,510 - - (16,510) -100% ELECTRICITY MONITOR - - 12,000 7 12,000 12,000 New LEAK DETECTION SURVEY - - 18,000 18,000 18,000 New Page 3 of 6 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET WATER IMPROVEMENTS AND OPERATIONS A D E E - A E - A 2005-2006 2006-2007 2007-2008 DEPT PROPOSED PY % ACCOUNT NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE OPERATIONS EXPENSES CONTINUED 51 -100-99-00-9901 TRANSFER TO GENERAL FUND 200,000 250,000 2509000 250,000 250,000 - 0% 51 -100-99-00-9930 TRANSFER TO WTR IMPROVE - - - - - 51 -100-99-00-9950 TRANSFER TO PW EQUIP CAP 50,000 50,000 - - - - TOTAL OPERATIONS EXPENSES: 1 ,474,211 1 ,377,691 1 ,754,683 20502,345 2,072,624 317,941 18% IMPROVEMENT EXPENSES: 51-200-61-00-5300 LEGAL SERVICES 3,153 428 81000 8,000 4,000 (40000) -50% 51 -200-61-00-5301 ENGINEERING - GENERAL SVCS 14,636 20,000 40,000 20,000 20,000 (200000) -50% 51 -200-61-00-5400 RADIUM COMP PROJ/CNT B.2 & 3 1 ,001 ,893 265,993 - - - - 51-200-61-00-5401 ENG-RADIUM/CNT B.2 & B.3 1 ,228,007 270,953 - - - - 51 -200-61-00-5402 ENG-SW H2O PROJ-F - 233,296 - - - 51-200-61-00-5405 PROF SVC/CONTRACT B.2 & 3 31 ,686 15,830 500000 - - (50,000) -100% 51 -200-61-00-5407 CONTRACT B1 CONSRUCTION - 1 ,211 ,358 - - - 51 -200-61-00-5408 CENTRAL ZONE WATER IMP 1272272 45,210 - - - 51 -200-61-00-5410 ENGINEERING - CENTRAL ZONE 33,072 11 ,207 - - - 51-200-61-00-5413 PROF SVCS - CENTRAL ZONE - - - - - 51-200-61-00-5414 CONTRACT D SCADA SYSTEM 5,261 - - - - 51-200-61-00-5415 USGS GROUNDWATER STUDY 40,290 81000 4,000 - - (41000) -100% 51 -200-61-00-5416 USGS GRNDWTR COUNTYWIDE 15,082 13,828 - - - 51 -200-61-00-5417 USGS GRDWTR SHALLOW WTR 65,923 45,491 - - 51-200-61-00-5418 ENG TOWER LANE REHAB H.1 - - - - - - 51 -200-61-00-5419 ENG WELL 4 REHAB H.1 - - - - 51 -200-65-00-5421 GIS SYSTEM 11 ,642 8,465 - - - 51 -200-65-00-5800 CONTINGENCY 23,388 - 3,6080441 - - (3,608,441 ) -100% 51 -200-66-00-6012 BOND COSTS - BANK CHARGES - - - - - Page 4 of 6 UNITED CITY OF YORKVILLE PROPOSED FY 08109 BUDGET WATER IMPROVEMENTS AND OPERATIONS A D E E - A E - A 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY ACCOUNT NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE IMPROVEMENT EXPENSES CONTINUED 51-200-66-00-6007 RADIUM COMPLIANCE BOND - - 33,150 33,150 33,150 New 51 -200-66-00-6041 IEPA DRINKING WATER PRINCIPAL - - 56,528 56,528 56,528 New 51 -200-66-00-6042 IEPA DRINKING WATER INTEREST - - 52,708 52,708 520708 New 51-200-66-00-6056 2006A REFUNDING WTR INTEREST BD - - 5,100 51100 5,100 New 51-200-66-00-6057 2006A REFUNDING WTR PRINCIPAL BD - - 97,007 97,007 97,007 New 51 -200-66-00-6058 NORTH WTR TOWER 2002 ISSUE BD - - 60,000 60,000 60,000 New 51 -200-66-00-6059 2007A REFUNDING WTR BOND - - 135,066 135,066 135,066 New 51-200-66-00-6072 $2M ALT REV WATER INTEREST BOND - - 91 ,300 91 ,300 91 ,300 New 51-200-66-00-6073 $2M ALT REV WATER PRINCIPAL BOND - - 75,000 75,000 75,000 New 51-200-75-00-7503 SOUTHWEST WATER MAIN PROJ 24,800 - 10,800,000 10,8002000 10,800,000 New 51-200-75-00-7504 NORTH WATER TOWER 234,942 4,418 - - - 51-200-75-00-7505 JOHNSON STREET WATERMAIN - - - - - 51-200-75-00-7506 APPLETREE COURT - - - - - 51 -200-75-00-7507 OVERSIZING - KYLYN'S CROSSING 38,877 - - - - 51-200-75-00-7509 SCADA System 170360 197,741 - - - 51-200-75-00-7515 JOHNSON STREET WATERMAIN - - - - - 51-200-75-00-7520 WATERMAIN PROJECTS - - 300,000 - - (300,000) -100% 51-200-75-00-7522 IN TOWN ROAD PROGRAM WTR PROJ - - 220,000 - - (220,000) -100% MPI RECOVERY - - 425,600 425,600 425,600 New AUTUMN CREEK RECOVERY - 106,400 106,400 106,400 New FOX HILL WATERMAIN RECAPTURE - - 410,000 410,000 410,000 New 51-200-99-00-9901 TRANSFER TO GENERAL FUND 200,000 200,000 200,000 200,000 200,000 - 0% 51-200-99-00-9905 TRANSFER TO WATER FUND - - - - - 51-200-99-00-9910 PREMIUM ON BONDS - - - - - 51-200-99-00-9920 ACCRUED INTEREST ON BONDS - - - - - 51-200-99-00-9965 TRANSFER TO DEBT FUND 296,442 443,121 457,075 - - (457,075) -100% TOTAL IMPROVEMENT EXPENSES: 31413,724 21995,339 4,887,516 12,575,859 12,571 ,859 71684,343 157% Page 5 of 6 UNITED CITY OF YORKVILLE PROPOSED FY 08/09 BUDGET WATER IMPROVEMENTS AND OPERATIONS A D E E - A E - A 2005-2006 2006-2007 2007-2008 DEPT PROPOSED FY % ACCOUNT NUMBER DESCRIPTION Actual Actual Budget REQUEST 08109 BUDGET $ CHANGE CHANGE TOTAL EXPENSES: 41887,935 4,373,030 6,642,199 15,078,204 14,644,483 8,002,284 120% TOTAL FUND REVENUES 5,505,052 5,388,207 4,685,584 14,644,483 14,644,483 9,958,899 213% TOTAL FUND EXPENSES 41887,935 4,373,030 61642,199 15,078,204 14,644,483 8,002,284 120% FUND SURPLUS (DEFICIT) ENDING BALANCE 617,118 11015,177 (11956,615) (433,721 ) (0) 1 ,956,615 -100% WATER COMMENTS: 1 200 @$390 / 200 @$485 110@ $2,800 2 $37,500 included for Superintendant position and 10% for vacation and sick time sold 3 Rising cost of salt and chemicals - producing more water 4 CEU classes for all license holders / class for MW 1 for license / 113 cost for Director National Congress 5 $75,000 for more fixed base radio read conversion / 3,000 hydrant flushers 6 Reserve Policy is 15% 7 This is for well 8 and 9 treatment facility Page 6 of 6