The URL can be used to link to this page

Public Works Packet 2006 02-06-06 �ti� C�Tr 0 United City of Yorkville " 800 Game Farm Road EST "18M Yorkville, Illinois 60560 � � �� y Telephone: 630-553-4350 Fax: 630-553-7575 LE PUBLIC WORKS COMMITTEE MEETING AGENDA Monday,February 6,2006 7:00 PM City Hall Conference Room Approval/Correction of Minutes: August 22, 2005 and January 9, 2006 Presentations: 1. PW 2005-25 Tree Canopy Protection Ordinance by Edith Makra, Community Trees Advocate, Morton Arboretum New Business: 1. PW 2006-21 Water Department Report for March 2005 2. PW 2006-22 Water Department Report for April 2005 3. PW 2006-23 Water Department Report for October 2005 4. PW 2006-24 Water Department Report for November 2005 5. PW 2006-25 Water Department Report for December 2005 6. PW 2006-26 Saravanos Properties - Letter of Credit Reduction#2 7. PW 2006-27 Castle Bank—Plat of Easement 8. PW 2006-28 Rob Roy Creek Interceptor—Contract 5 Easements 9. PW 2006-29 Routine IDOT Highway Permit—Prestwick of Yorkville—Route 126 Temporary Entrance 10. PW 2006-30 Mailbox Standards and Replacement Policy 11. PW 2006-31 Cozy Corner Subdivision—Sidewalk Agreement 12. PW 2006-32 Grande Reserve Regional Park—Letter of Credit Reduction#1 13. PW 2006-33 Parkway Tree Removal Request by Resident 14. PW 2006-34 River's Edge Subdivision—Offsite Watermain Recapture 15. PW 2006-35 Hamman Property Stormwater Feasibility Study 16. PW 2006-36 Bristol Ridge Road Reconstruction - Change Order#1 17. PW 2006-37 Subdivision Control Ordinance—Proposed Revisions 18. PW 2006-38 Engineering Department—Proposed FY 06/07 Budget 19. PW 2006-39 Project Manager—Proposed Position and Job Description s Page 2 Public Works Committee February 6,2006 Old Business: 1. PW 2005-24 Fox Hill Unit 3 —Additional Parking 2. PW 2006-16 Route 47 Improvements (Corneils—Baseline) Engineering Agreement 3. PW 2006-40 Public Works/Parks Department Building Update Additional Business: UNITED CITY OF YORKVILLE YORKVILLE PARKS & RECREATION DEPARTM CRAFT AND PUBLIC WORKS COMMITTEE JOINT MEETING City Hall Monday,August 22,2005—6:30 p.m. MINUTES CALL TO ORDER: Meeting was called to order by Joe Besco at 6:32 p.m. PARKS & RECREATION BOARD AND PUBLIC WORKS COMMITTEE ATTENDANCE: Chris Rollins, Ken Koch, Van Truman, Heather Fiala(Arrived late), Tammy Smock, Richard Korinek, Alderman Joe Besco, Alderman Marty Munns,Alderman Dean Wolfer, and Alderman Paul James GUESTS/CITY OFFICIALS/STAFF: Laura Brown, Park and Recreation Director Scott Sleezer, Superintendent of Park Becky Scheberl, Parks and Recreation Barb Reisinger, Recreation Tim Evens, Parks and Recreation Eric Dhuse,Public Works Director Joe Wywrot, City Engineer Mayor Art Prochaska Valerie Burd, Alderwoman Wanda Ohare, Alderwoman John Bosman, SRBL Architects Dave Cathey, Former Board Member (6:45 p.m.—7:15 p.m.) Lyle R. Rolfe, Record Allecia Vermilion, Beacon PARK DISTRICT DISCUSSION: Alderman Munns had indicated that over the years residents have expressed the idea of becoming a park district, especially with the continued growth, so that the public would have a little more say in how money is spent. So Alderman Munns wanted to see what has been discussed in the past and what would be best for the future. The Parks and Recreation Board and the Public Works Committee each gave their comments: • A Park District may have more control over a Park Board in doing more of what the people want rather than having to recommend to the City Council to make the final decision. • It would cost the tax payers more money if we were to become a park district because we don't have the industrial and the commercial support with the tax base. 1 • With a park district,the taxpayers will be able to vote in the board members and will be held accountable for their own budget separate from the city. Expenditures will, therefore,be approved by taxpayers a little more directly. • Although in the past it did not seem beneficial to become a park district, now, however, that may have changed when you consider the extension of the boundaries—school district boundaries or even county boundaries. • If the City Council and the Park Board agree that it is time to examine becoming a park district more closely,research and preparation needs to be done in order to seriously consider doing this and to present it to the voters. • Yorkville may not be at the point right now for a park district,but it may take a couple years to get the infrastructure in order before this can even happen anyways. We would need to decide on things such as transferring capital/assets that are currently in place and having a cooperative agreement. • To form a park district it would involve either a referendum or a ratifying referendum. Anything that would go outside of the city limits would require a referendum. • If Parks had to create their own levy, the amount that they would levy could be a substantial increase to the residents. But having a larger geographical area to spread the tax burden would help. • It would take approximately 2-3 years before the taxpayers would see a tax benefit from commercial development. Find out if there is a dollar amount per person to have in revenue so that when we go forward we would have the tax base in place so that the hit on the residents is not so bad. • If assets are turned over to a park district,the city's bonding ability and the city's financing ability will be affected because those are no longer considered city assets. • Staffing would need to be considered because there will be a redundancy because there will now be two groups. It was suggested that a committee of residents,non-residents (since we may be going outside of the city limits), Park Board Members, and City Council Members should research this so everyone knows how this will affect them—the benefits and the impacts. Instead of looking at an ideal formula,we need to look at our own circumstances as a community. Laura Brown indicated that there are a lot of resources available—Illinois Associated Park Districts (IAPD)has Peter Murphy,their resident attorney, who can consult with them. Peter Murphy authored guides on how to form a park district. But it needs to be decided if this is the time that they want to pursue it. It will take a year or two to actually organize and be prepared. You can get all this information without committing. The information can be gathered just to make that decision. Laura Brown indicated that there are some very successful park districts as well as some very successful city recreation departments. One is not right or wrong. With the library addition the city is pretty close at their maximum amount. With a need for a police station, there was a question on how we will be able to extend that further for the park district. Mayor Prochaska answered that this is true but that number changes every year because our EAB grows every year with our growing community. 2 Joe Besco would like to see more facts and have the professionals come in to talk with everyone before forming a committee. Before spending a lot of time on studying the issue, Mayor Prochaska mentioned that we should get some input from our residents and non-residents to see what kind of interest is out there. Valerie Burd also wants to make sure City Council is in favor of this before we poll the residents. Alderman Dean Wolfer suggested that the Park Board provide City Council with information on organizing a park district, the projected boundaries,how the assets will be divided over a three year period, and project the impact on the cost of the school boundary versus the city boundary. He said it would help if there could be an estimated cost. Laura Brown indicated that there is a rate that is established as a park district code which is one percent on your EAV for a park district. To levy under the municipal for city recreation and parks it is 10-12%. It is drastically different. Currently, our levy for the city including the library was .008. If you levy the maximum, this could be a large increase. But Laura Brown indicated that you would have corporate and new growth dollars factored into that as well which would make it not quite as bad. Chris Rollins suggested contacting the non-residents who participate in our programs to survey or send a letter to them to see if they may be interested. A non-resident is paying higher fees for using the services so if they are comparing what they are paying as a non- resident verses what they may be taxed as a district, their picture may look different to them than a city resident. Passive recreation verses active recreation has an impact on cost also. Wanda Ohara would like for the Park Board to make a recommendation for or against this before the City Council would vote. Parks will come up with some information and will bring this information to COW. Wanda Ohara would also like to know how we are going to work together with all the development coming in. We are now able to do this fairly smoothly because we are part of the city—how will this continue to work when you are a district. Laura Brown will call Sugar Grove to see how they did their transition. Park Board will start gathering the information and will have the information by the beginning of October. We need to confer with the public about this before this gets put on a ballot, even if it is just a question whether they are interested in it or not. Valerie Burd did not recommend that they rush into even a question on the ballot. She'believes there needs to be some education of the public first. We need a citizens committee formed after this is approved and have them go out and promote it before a vote is made. PARKS MAINTENANCE FACILITY Laura Brown indicated that in the packet there was a memo to the Public Works Committee summarizing the space needs analysis and cost summary from Sentle Rubel for the construction of a parks maintenance facility for the proposed 7 acre park in the Prairie Meadows subdivision. Included were two funding options from Speer Financial and Traci Pleckham. In order to move forward, Parks and Recreations would need to know if the park maintenance facility should encompass a portion of Public Works or all of Public Works—should it be a joint facility or an independent facility. The Public Works Committee does feel there is a great need for a Public Works facility. Alderman Marty Munns feels the key question is how they are going to fund it. Right now, Parks is in the planning process and wanted to know if Public Works had any 3 facilities planning process in place for its needs. Currently,the company that does all the planning for the city's facilities has a bubble plan for a Parks and a Public Works Building. Joe Besco suggested that in order to incorporate a large Parks and Public Works Building and possibly a community center to use a post framed building. Instead of going with a predetermined motion about the type of structure that should be built, Parks and Recreation hired Sentle Rubel to look at their space needs and had them design around that—their needs,their growth,the anticipated uses, and then Sentle Rubel proposed the most cost effective structure for them. Part of it may, however,be a type of a post frame building. Parks was moving forward to try to alleviate and identified a parcel of land that would be a good site for a maintenance facility. They went to Council to get permission to go out and hire. They currently have two funding options on how they can actually fund the build of this type. Before they proceed forward with any recommendations and/or bring it to Council for approval,they wanted to interact with Public Works and make sure that they have ironed out any duplications or to make sure this is a good use of their space and dollars. It was suggested to use the multipurpose room for programs. This multipurpose room is a public meeting room,board room,training room,break room,lunch room, as well as a conference room. They have asked John Bosman of SRBL Architects to be frugal about what he's proposing but sense/space wise—something they can grow with. It was suggested that they make the facility to be an all in one building—public works,parks, and even some additional space for a community center where it can be utilized for programs. John Bosman explained,though,that there are complications that are associated with this idea that need to be looked at, such as how it affects staffing and the hours of operation especially in a situation where you have multiple type use. Although the city is planning a larger joint facility that will cap the total build out of the city,this will be a good interim for a number of years until the larger joint facility can be built. Alderman Dean Wolfer is up for pursuing the plans presented by Parks. Alderman Marty Munns would like to have future maintenance costs on an annual basis. There was a question by Mayor Prochaska about how the money for the payments of $200,000 is broken down. Laura Brown indicated that Kevin McCanna from Speer Financial said any of these would work or a combination of them. He can also extend it beyond 13 years to 20 years, or in 10 years you could pay it off or refinance or roll it over. The size of the facility is based around the Parks operations at the present time with a small amount for storage of Public Works vehicles. This was projected out for 10 years of the Park employees. If this were built today, the existing staff of both departments could fit. It does not allow for future growth because it is not how it was designed for 10 years of Public Works and 10 years Parks and Recreation. Joe would still like to go bigger for the growth,but it was explained to him that there is some size restraint on site. John Bosman can go back and figure the cost to redesign it to accommodate a little more 4 future growth and a community center. It was noted that this,however, can be one location of many. And it somewhat makes sense to have a north and south facility because of the river crossing. Alderman Dean Wolfer suggested that we bring it to COW for full Council's input to see if we should move forward. Alderman Marty Munns is okay with going forward with this but he would like to know the maintenance costs/operation costs. ADJOURNMENT OF JOINT MEETING: The joint meeting adjourned at 7.29 p.m. as Public Works continued on with their committee meeting. Respectfully Submitted, Jeanne Arbet Minute Taker 5 Page 1 of 4 PUBLIC WORDS COMMITTEE MEETING Monday, January 9, 2006 7:00 pm City Hall Conference Room CITY STAFF PRESENT: Art Prochaska—Mayor(arr. 7:45pm) Joe Wywrot- City Engineer Joe Besco—Alderman Eric Dhuse—Director of Public Works Dean Wolfer—Alderman Paul James -Alderman GUESTS: Larry Franklin, resident Jeff Freeman-EEI The meeting was called to order by Alderman Joe Besco at 7:00pm APPROVAL/CORRECTION OF MINUTES: DECEMBER 5 2005 Approved as submitted. PRESENTATIONS: 1. PW 2006-04 SCADA System—Contractor Qualification Process by EEI Jeff Freeman gave an overview of the SCADA system and said that it is the "nerve center" for the City water system. He said that the installation of this system is highly specialized with a limited number of qualified contractors. Five firms were interviewed by a committee consisting of City personnel and EEI representatives. The committee then selected the three most qualified firms. Mr. Freeman said that the committee is now asking the Council to ratify this process/questionnaire and confirm that the City will seek bids from the following firms: Engineered Control Solutions, Kamp Synergy and US Filter Control. This will move forward to the January 17th C.O.W and Jeff Freeman will attend to answer questions. 2. PW 2006-16 Route 47 Improvements (Corneils-Baseline)—Engineering Agreement by EEI This item was tabled until the February Public Works meeting. Page 2 of 4 3. PW 2006-18 Water Connection Fee—Proposed Revision by EEI Mr. Freeman said that the current water connection fee for a single-family home is $2,660. He then referred to a handout that showed the cost for water supply,treatment and storage and suggested an increase to $3,700. For comparison purposes, he noted that Montgomery charges $3,591 and $4,637 for Sugar Grove per single family. Increases would also be implemented for commercial and other structures. The committee concurred regarding an increase per Mr. Freeman's suggestion and this item will be moved to January 17th C.O.W. for discussion. Mr. Freeman will attend also to make the presentation. (The committee moved forward on the agenda to Old Business, item #2 to accommodate guest Larry Franklin) OLD BUSINESS: #2 PW 2005-28 Private Improvements in City Right-Of Way, Tree Removal Policy Joe Wywrot referred to a memo and rough draft of a policy from John Wyeth. Mr. Wywrot said that the homeowner is responsible for submitting plans for right of way improvements. A bond amount of$500 41000 was suggested for such projects. Building permits were suggested as a means of regulating bricked-in mailboxes in the right-of-ways. However, Attorney Wyeth had previously stated that a policy should be written for that, rather than using a permit. Ultimately it was decided to require a permit but, fees will be waived. The Committee then discussed Mr. Franklin's request for curbing in front of his property. The neighbors' approval must also be obtained. Revision comments will be given to Mr. Wyeth for inclusion in a revised policy and Mr. Franklin's request will be moved to C.O.W. on January 17th. NEW BUSINESS: 1. PW 2006-05 Bristol Bay—Plat of Easement for Offsite Utilities This easement is needed for a water main between Grande Reserve and Bristol Bay. It was recommended for approval. It moves forward to the C.O.W. consent agenda on January 17th. 2. PW 2006-06 Betzwiser Development—Earthwork Letter of Credit Reduction The letter of credit is expiring and needs to be renewed. It moves to the January 174h C.O.W. consent agenda. 3. PW 2006-07 Rob Roy Creek Interceptor (Contract#2) —Change Order#2 This was for crop damage and it was recommended for approval. Mr. Wywrot recommended it move forward to the January 17th C.O.W. agenda. Page 3 of 4 4. 2006-08 Rob Roy Creek Interceptor(Contract#3)—Change Order#3 This also pertains to crop damage and also addresses a delay in sewer pipe delivery. It will move forward to the C.O.W. consent agenda on January 17th. S. PW 2006-09 In-Town Road Program Phase 2 Smith Engineering is proceeding with the design for phase 2. Mr. Wywrot issued a memo regarding: 1) the possible alignment of Adams Street and Van Emmon Street and 2) extending the Mill Street reconstruction. The committee discussed these two points. They felt the residents of Adams Street should be asked for their input about possibly making their street a cul de sac. It was also noted that a train could block access to that street. It was decided to address this matter when the downtown is redeveloped. On point#2, it was noted that there is very poor drainage on Mill Street between Fox and Washington. It would cost approximately $100,000 additional to repair this area. The committee will ask Ms. Pleckham to determine fund availability. If the money is available, Mr. Wywrot will have Smith Engineering proceed with the engineering and this item would be placed on a C.O.W. agenda. 6. PW 2006-10 Sunflower Estates Unit I—Bond Reduction #4 7. PW 2006-11 Sunflower Estates Unit 2—Bond Reduction #2 8. PW 2006-12 Sunflower Estates Unit 3—Bond Reduction #2 These three items are all standard bond reductions on work that has been completed. All three have been reduced to the minimum 15%prior to acceptance. These will move forward to the January 17th C.O.W. consent agenda. 9. PW 2006-13 Galena Road Watermain—Laycom Easements This is an additional easement on Galena Road that Laycom has approved. Only 2 easements are still needed. This item moves to the January 17th C.O.W. consent agenda. 10. PW 2006-14 Saravanos Properties—Earthwork Letter of Credit Expiration A renewal letter of credit will be obtained. This also moves to the January 17th C.O.W. agenda. 11. PW 200-61 S F.E. Wheaton Expansion—Final Acceptance & Letter of Credit Reduction #3 The punchlist is complete and Mr. Wywrot recommended that the City Council accept the watermain and sewer for ownership and maintenance. There will be a one-year warranty bond for$8,246. It was recommended to move this to the January 176 C.O.W. on consent. Page 4 of 4 12. PW 2006-17 2005 In-Town Road Program—Change Order No. 1 This was for the roadway project and represents a decrease of$37,000. Mr. Wywrot recommended this be approved and it will move to the January 17t' C.O.W. consent. 13. FY 2006/2007 Budget Request Improvement projects discussed were: • Somonauk Road and Game Farm Road • Orange Street improvements • Rte. 47 from Kennedy Road to south of Rte. 71 • Rte. 47 from Caton Farm Road south to I-80 • Widening on Rte. 47 from Corneils north to Baseline Rd. Mayor Prochaska suggested the City begin to set aside money for the various projects and work with developers to procure land for future Public Works buildings on both the south and north side of town. The Hamann property on Eldamain Road was suggested as one possible site. Another possible project was a new water tower south of town and west of Rte. 47. Sidewalk projects were also discussed. OLD BUSINESS 1. PW 2005-25 Tree Canopy Protection Ordinance—Part One Alderman Besco said that he had contacted Morton Arboretum for a possible presentation relating to this ordinance,however,he had not yet received a reply. ADDITIONAL BUSINESS: Alderman Besco said that some residents in Countryside had steel plates in the gutters. He said these pose an extreme hazard when snow is plowed. Property owners have been notified to remove these,however, they have not complied with the request. It was suggested to send another letter stating that the resident has 30 days in which to comply or the plates would be removed and the homeowner billed. Eric Dhuse will initiate these letters. Mayor Prochaska said that a resident had contacted him about a damaged mailbox during snowplowing and also requested that the snow be placed in the open space in his neighborhood. The Mayor will forward the information. The meeting was adjourned at 8:25pm. Minutes respectfully submitted by Marlys Young,Minute Taker N6 1 CITY OF YORKV I LLE r A i WATER DEPARTMENT REPORT MONTH D3 2095 WELLS WELL DEPTH PUMP DEPTH WATER ABOVE THIS MONTH'S PUMPAGE NO. (FEET) (FEET) PUMP (FEET) (MILLION GALLONS) 3 1335 463 183 13817-T-4 1393 542 J-141 17374 TOTAL 31119 CURRENT MONTH'S PUMPAGE IS 3,589,000 GALLONS tO MORE THAN LAST MONTH ❑ LESS 678,000 GALLONS MOSREE THAN THIS MONTH LAST YEAR DAILY AVERAGE PUMPED: 1,006,000 GALLONS DAILY MAXIMUM PUMPED: 1,191,000 GALLONS DAILY AVERAGE PER CAPITA USE: 104.7 GALLONS WATER TREATMENT CHLORINE FED: 437 LBS. CALCULATED CONCENTRATION: 1.7 MG/L FLUORIDE FED: 410.5 LBS. CALCULATED CONCENTRATION: .29 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED 13Y ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 9 SATISFACTORY UNSATISFACTORY (EXPLAIN FLUORIDE : 2 SAMPLE(S) TARN CONCENTRATION: 1.02 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 12 NUMBER OF LEAKS. OR BREAKS REPAIRED: 0 NEW CUSTOMERS `RESIDENTIAL 33 COMMERCIAL INDUSTRIAL/GOVERNMENTAL COMMENTS �Q tea. CITY OF YORKVILLE fJ W of i WATER DEPARTMENT REPORT MONTH APRIL 2005 WELLS WELL DEPTH PUMP DEPTH WATER ABOVE THIS MONTH'S PUMPAGE NO. (FEET) (FEET) PUMP (FEET) (MILLION GALLONS) 3 1335 463 183 18,545 4 1393 544 140 17,693 TOTAL 36,238 CURRENT MONTH'S PUMPAGE IS 5,119,000 GALLONS O MORE THAN LAST MONTH 1,500,000 GALLONS MOSREE THAN THIS MONTH LAST YEAR DAILY AVERAGE PUMPED: 1,208,000 GALLONS DAILY MAXIMUM PUMPED: 1,531,000 GALLONS DAILY AVERAGE PER CAPITA USE: 125.8 GALLONS WATER TREATMENT CHLORINE FED: 433.5 LBS. CALCULATED CONCENTRATION: 1.4 MG/L FLUORIDE FED: 455 LBS. CALCULATED CONCENTRATION: 0.27 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 9 SATISFACTORY UNSATISFACTORY (EXPLAIN FLUORIDE : 2 SAMPLE(S) TAKEN CONCENTRATION: 1.1 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 1] NUMBER OF LEAKS, OR BREAKS REPAIRED: 2 NEW CUSTOMERS .RESIDENTIAL 8 COMMERCIAL INDUSTRIAL/GOVERNMENTAL COMMENTS 2 MTERMAIN BREAKS IN APRIL. WE ALSO FLUXHED 1200 FIRE HYDRANTS THROUGHOUT THE TOWN CITY OF YORKV I LL E P r v WATER DEPARTMENT REPORT MONTH O=BER 2005 WELLS WELL DEPTH PUMP DEPTH WATER ABOVE THIS MONTH'S PUMPAGE NO. (FEET) (FEET) PUMP (FEET) (MILLION GALLONS) 3 1335 463 203 16592 4 1393 542 186 23265 TOTAL 39857 CURRENT MONTH'S PUMPAGE IS _ 2,730,000 GALLONS z] MORE THAN LAST MONTH ❑ LESS 5,711,000 GALLONS a MERE THAN THIS MONTH LAST YEAR DAILY AVERAGE PUMPED: 1,286,000 GALLONS DAILY MAXIMUM PUMPED: 1,796,000 GALLONS DAILY AVERAGE PER CAPITA USE: 133.9 GALLONS WATER TREATMENT CHLORINE FED: 6RI LBS. CALCULATED CONCENTRATION: 2.0 MG/L FLUORIDE FED: 6Q1 LBS. CALCULATED CONCENTRATION: 0.33 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 9 SATISFACTORY UNSATISFACTORY (EXPLAIN FLUORIDE : 2 SAMPLE(S) TAKEN CONCENTRATION: 1.1 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 2r, _ NUMBER OF LEAKS OR BREAKS REPAIRED: NEW CUSTOMERS RESIDENTIAL 33 COMMERCIAL 1 INDUSTRIAL/GOVERNMENTAL COMMENTS 1 WATEWLEN BREAK AT 316 E ORANGE ST, HOLE IN SIDE OF PIPE. LAST 30,000 GALLONS OF 1"WER. EXERCISED EVERY FIRE HYDRANT IN M-Ai. IV�� CITY OF YORKVILLE 1 WATER DEPARTMENT REPORT MONTH NOVaSER 2005 WELLS WELL DEPTH PUMP DEPTH WATER ABOVE THIS MONTH'S PUMPAGE NO. (FEET) (FEET) PUMP (FEET) (MILLION GALLONS) 3 1335 463 183 12,833 a 1393 542 154 18,127 TOTAL 30,960 CURRENT MONTH'S PUMPAGE IS 8,897,000 GALLONS MORE THAN LAST MONTH LESS 4,824,000 GALLONS 0 MORE THAN THIS MONTH LAST YEAR LESS DAILY AVERAGE PUMPED: 1,032,000 GALLONS DAILY MAXIMUM PUMPED: 1,323,000 GALLONS DAILY AVERAGE PER CAPITA USE: 197.5 GALLONS WATER TREATMENT CHLORINE FED: SR7 _ LBS. CALCULATED CONCENTRATION: 2.3 MG/L FLUORIDE FED: 449 LBS. CALCULATED CONCENTRATION: 0.32 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 9 SATISFACTORY UNSATISFACTORY (EXPLAIN FLUORIDE : 7 SAMPLE(S) TAKEN CONCENTRATION: 1.09 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 5 NUMBER OF LEAKS OR BREAKS REPAIRED: 4 NEW CUSTOMERS RESIDENTIAL 56 COMMERCIAL 11 INDUSTRIAL/GOVERNMENTAL COMMENTS 4 VWERMAIN BREAKS IN THE MONTH OF NOV. #1 207 E SPRING 6" MAIN CRACK ALL TM APOM. #2 302 N BRIDGE ST 411 MAIN CRACKED ALL THE Vi7AY AROUND. #3 1203 DEER ST 8" MAIN CRACKM ALL THE WAY AROUND. #4 501 MORGAN ST 8" MAIN CRA= ALL '. C1VE R TOTAL WATER LASS DUE TO THE 4 WATERM&IN BREAKS IN NOVEMBER 390,000 GALLONS. C 1 TY OF YORKV 1 LLE p w occ&-d i WATER DEPARTMENT REPORT MONTH 2005 WELLS WELL DEPTH PUMP DEPTH WATER ABOVE THIS MONTH'S PUMPAGE NO. (FEET) (FEET) PUMP (FEET) (MILLION GALLONS) 3 1335 463 182 12,107 4 1393 542 154 14,027 : :F TOTAL T26;134 CURRENT MONTH'S PUMPAGE IS 4,826,000 GALLONS ❑ MORE THAN LAST MONTH IN LESS 2,603,000 GALLONS ❑ MORE LI LESS THAN THIS MONTH LAST YEAR DAILY AVERAGE PUMPED: 843,000 GALLONS DAILY MAXIMUM PUMPED: 1,188,000 GALLONS DAILY AVERAGE PER CAPITA USE: 87.6 GALLONS WATER TREATMENT CHLORINE FED: 577 LBS. CALCULATED CONCENTRATION: 2.7 MG/L FLUORIDE FED: 459.5 LBS. CALCULATED CONCENTRATION: 0.39 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TARN 9 SATISFACTORY UNSATISFACTORY (EXPLAIN FLUORIDE : 2 SAMPLE(S) TARN CONCENTRATION: 1.07MG/L MAINTENANCE ,NUMBER OF METERS REPLACED: NUMBER OF LEAKS OR BREAKS REPAIRED: 7 NEW CUSTOMERS 'RESIDENTIAL 52 COMMERCIAL �_ INDUSTRIAL/GOVERNMENTAL 1 COMMENTS MAIN WATER MEIN AT [r4v 7, #4 NOT WORKING PROPERLY. PAMPAGES AND AVG CAPITA USE WILL BE OFF DUE TO METER. WE ARE OVER WAITING ON THE DELIVERY OF NEW METER- WE HAD A TOTAL OF 7 WATER MAIN BREAKS IN DEC. #1 12-10-05 BEAVER ST 8" MAIN CRACKED ALL THE WAY AROUND JEMM-A .1 1/2 WATER SERVICE TIED IN. #2 12/11/05 AT 1008 SUNSET 6" MAIN CRACKED ALL THE WAY AROUND- #3 12/13/05 AT RIVER & KINGS STS 10" HOLE IN THE 8" WATERMAIN. #4 12/16/05 AT 405 E KENDALL DR 6" MAIN CRACKED ALL THE WAY AROUND #5 12/20/05 AT 700 MORGAN ST 6" MAIN CRACK ALL THE .WAY AROUND. #6 12/22/05 AT 312 E ORANGE ST4" MAIN CRACK ALL THE L'MY AROUND #7 12/25/05 CORNER OF STRAWBERRY AND CONOVER 6" MAIN CRACKED ALL THE WAY AROUND 1,260,000 WATER LOSS DUE TO WATER MAIN BREAKS IN DECEMBER KI 0) Reviewed By: J� Legal E-1 City Council EST. � ��_ '1836 Finance ❑ .�` Engineer �� `��f"6 0 City Administrator F1 Agenda Item Tracking Number �0 Consultant ❑ ;�CC-�- - c� LLE w ❑ City Council Agenda Item Summary Memo Title: Saravanos Development-Letter of Credit Reduction No.2 City Council/COW/Committee Agenda Date: PW 2/6/06 Synopsis: Letter of credit reduction of$94,133.64 based on substantially completed work. Remaining amount of bond would be$45,593.88. 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: i J� United City of Yorkville Memo 800 Game Farm Road EST. `, ,ass Yorkville, Illinois 60560 Telephone: 630-553-8545 0� p Fax: 630-553-3436 Date: January 11, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Liz D'Anna,Administrative A s tart Subject: Saravanos Properties—Letter of Credit Reduction#2 First Midwest Bank LOC#150017273-201 Attached find a request from Smith Engineering to reduce the Site Development Permit letter of credit for the Saravanos Development on Route 47. I have reviewed the request and concur with the amount of work completed to date. While we agree on the work completed, Smith did not calculate the reduction as we require therefore the amount of the reduction differs.Attached find a spreadsheet to detail the amount of work completed. I recommend that the Site Development Permit letter of credit for the Saravanos Development be reduced by the amount of$94,133.64. The amount remaining in the letter of credit would be $45,593.88. Please place this item on the Public Works Committee agenda of February 6, 2006 for consideration. 11-Jan-06 Letter of Credit/Bond Reduction Subdivision: Saravanos Properties Reduction No. 2 Theoretical Actual Approved Letter of Credit Letter of Credit Remaining after Substantially complete Remaining Item Eng. Est. Amount Amount Reduction No.1 prior to Red.#2 Reduction No.2 Amount EARTH EXCAVATION(TO BE USED AS FILL $48,090.00 $52,899.00 $112,097.70 $47,911.19 $40,876.50 $33,844.86 $14,066.33 EARTH EXCAVATION(TO BE IMPORTED) $21,555.00 $23,710.50 $23,710.50 $21,474.85 $18,321.75 $15,170.02 $6,304.84 TOPSOIL STRIPPING 12" $23,600.00 $25,960.00 $25,960.00 $23,512.25 $20,060.00 $16,609.25 $6,903.00 TOPSOIL RESPREAD 12" $7,507.50 $8,258.25 $8,258.25 $7,479.59 $5,255.25 $4,213.82 $3,265.76 TOPSOIL(TO BE DISPOSED OF) $28,966.50 $31,863.15 $31,863.15 $28,858.80 $24,621.53 $20,386.09 $8,472.70 SILT FENCE w/MAINTENANCE $10,530.00 $11,583.00 $11,583.00 $10,490.85 $5,265.00 $3,909.60 $6,581.25 Totals $140,249.00 $154,273.90 $213,472.60 $139,727.52 $114,400.03 $94,133.64 $45,593.88 Notes: 1)LOC/Bond amt.to be 15%of subsantially completed items plus 110%of uncompleted items. JAN-11-2006 11:42 SMITH ENGINEERING 630 553 7646 P.02 Smith Engineering Consultants, Inc. Civil/Structural Engineers and Surveyors January 11,2006 Mr. Joseph Wywrot City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 RE: Saravanos Properties SEC Job No. SARA-040437-3 Dear Joe: On behalf of Saravanos Properties, LLC, we hereby request a reduction in the letter of credit for the grading and erosion/sediment control for the Saravanos property located an Route 47. A, majority of the work is substantially complete with only some topsoil respread and the silt fence remaining. I have attached the updated engineer's estimate of cost reflecting the work complete and request a reduction in the letter of credit to$25,848.98 * 1.1 which would be$28,433.88. If you have any questions or require any additional information,please call. I may be reached at (630)553-7560. Sincerely, T CEN GINEERING CONSULTANTS, INC. Scott J.Mai,P.E. Project Manager SWmal cc: Larry Saravanos Enclosure Y;V0b34Smith\20041040437-R147&71(Smvanos)\,-orreSPOndancc\lcum\040437.LOC RedwSoo2,011006-sm.doc 759 John Street,Yo&viue,&6o560 www.snithengincering.com Telephone 630553.7560 Fax 630.553.706 M 6 i� 1 ♦,��D C/�.y Reviewed By: J2 -0 Legal ❑ City Council Finance ❑ EST. '� ,1836 Engineer 0 City Administrator 11 Agenda Item Tracking Number Consultant ❑ C�`' ` o� <LE ,vv ❑ City Council Agenda Item Summary Memo Title: Castle Bank—Plat of Easement City Council/COW/Committee Agenda Date: PW 2/6/06 Synopsis: This plat of easement is for city existing and possible future city utilities on the Castle Bank 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: J� 0 United City of Yorkville Memo 800 Game Farm Road EST. 1 1836 Yorkville, Illinois 60560 4 Telephone: 630-553-8545 0� p� Fax: 630-553-3436 Date: January 18, 2006 To: John Crois, Interim City Administrator ' \ From: Joe Wywrot, City Engineer V CC: Liz D'Anna,Administrative Assis ant Subject: Castle Bank—Plat of Easement Attached find one copy of the proposed plat of easement for onsite public utilities for the referenced development. I recommend that this plat be approved. Please place this item on the Public Works Committee agenda of February 6, 2006 for consideration. PUBLIC UTILITY AND DRAINAGE EASEMENT THIS PUBLIC UTILITY AND DRAINAGE EASEMENT(this "Easement") is made as of this 10#1 day of /1/0 V t W b4 2005, by CASTLE BANK, a national association, ("Grantor") in favor of the UNITED CITY OF YORKVILLE, ILLINOIS ("Grantee"). PRELEVIINARY STATEMENTS Grantor is the fee simple owner of the real property pictorially depicted in Exhibit A, attached hereto and incorporated herein (the "Easement Area"). Grantor desires to grant to Grantee the perpetual and permanent easements set forth below. AGREEMENT For and in consideration of $10 and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged,the parties hereby agree as follows: A non-exclusive easement is hereby reserved for and granted to SBC Ameritech,NICOF, Com Ed, Jones Intercable, other public utilities, and holders of existing franchises granted by the City of Yorkville, Illinois, and their respective successors and assigns within the areas shown on the plat as"Public Utility and Drainage Easement"(abbreviated P.U. &D.E.)to construct, install, reconstruct, repair, remove, replace, inspect, maintain and operate underground transmission and distribution systems and lines under the surface of the "Public Utility and Drainage Easement including without limitation to telephone cable, gas mains, electric lines, cable television lines, and all necessary facilities appurtenant thereto, together with the right of access thereto for the personnel and equipment necessary and required for such uses and purposes and together with the right to install required service connections under the surface of each lot to serve improvements thereon. A non-exclusive easement is also hereby reserved for and granted to the United City of Yorkville, Illinois to construct, install, reconstruct, repair, remove, replace and inspect facilities for the transmission and distribution of water, storm sewers, sanitary sewers and electricity within the areas shown on the plat as."Public Utility and Drainage Easement", together with a right of access thereto for the personnel and equipment necessary and required for such uses and purposes. The above.named entities are hereby granted the right to enter upon easements herein described for the uses herein set forth and the right to cut, trim or remove any trees; shrubs or other plants within areas designated as "Public.Utility and Drainage Easement" which interfere with the construction, installation, reconstruction, repair, removal, replacement, maintenance and " operation of their underground transmission and distribution systems and facilities appurtenant thereto. No permanent buildings, structures or obstructions shall be constructed in, upon or over any areas designated as "Public Utility and Drainage Easement", but such areas may be used for gardens, shrubs, trees, landscaping, driveways and other related purposes that do not unreasonably interfere with the uses herein described. The occupation and use of the non-exclusive easement herein granted and reserved for the above named entities by each of such entities shall be done in such a manner so as to not interfere with or preclude the occupation and use thereof by other entities for which such easements are granted and reserved. The crossing and recrossing of said easements by the above named entities shall be done in such a manner so as not to interfere with, damage or disturb any transmission and distribution systems and facilities appurtenant thereto existing within the easements by the above named entities shall cause any change in grade or impair or change the surface drainage patterns. Following any work to be performed by the United City of Yorkville in the exercise of its easement rights herein granted, said City shall have no obligation with respect to surface restoration, including but not limited to, the restoration, repair or replacement of pavement, curb, gutters, trees, lawn or shrubbery, provided however, that said City shall be obligated, following such maintenance work, to backfill and mound all trench created so as to retain suitable drainage, to cold patch any asphalt or concrete surface, to remove all excess debris and spoil, and to leave the maintenance area in a generally clean and workmanlike condition. IN WITNESS WHEREOF, Grantor has caused the authorized execution hereof, the day and year first above written. GRANTOR: CASTLE BANK, a national association By: Stan F Reg' President Date: STATE OF ILLINOS ) SS. COUNTY OF KENDALL /) On this /o//\day of JV 0 v e m be k- ,2005,before me,a notary public in and for said county and state,personally appeared Stan Free,to me personally known,who being by me duly sworn,did say that he is the Regional President of Castle Bank,a national association, and acknowledged to me that he executed the same on behalf thereof. i OFFICIAL SEAL SEAL U AMY L.TWITCHELL My Commission Expires: kAnP_ j 2-00 NOTARY PUBLIC,STATE OF ILLINOIS MY COMMISSION EXPIRES JUNE 11,2008 APPROVED AND ADOPTED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS THIS DAY OF 32005. By: Mayor Attest: City Clerk EXHIBIT A Noun PLAT OF EASEMENT EXHIBIT A \� OVER A POR77ON OF THE,FOLLOWING DESCRIBED PROPERTY PARCEL 1: LOT I OF THE RESUBOIK510N Of-PART OF BLOCK I COUNTRYS/OE GEN7ER, UNIT NO. 7, Y0RKNL1.0 1 AI ='30 FT. KENDAIL COUNTY, ILLINOIS AND THAT PART OF BLOCK I OF COUMRY510E CENTER,.UN/T NO. 1, VERIFY SCALE YORAMLCE, KENDAL[ COUNTY,-CCUNO/S DESCRIBED AS FOLLOWS• - AGA/.NIT THIS - - ... GRAPHIC -COMMENCING AT]TIE SOUTHNEST CORNER OE A/CDONALD SU8D/VISION,' 7NENCE NORTH 80 DECREES 07 - MINUTES 17 SECONDS NEST ALONG A SOUTHERLY LINE OF SAID BLOCK 1, 180.02 FEET TO THE SOUTHEAST CORNER OF S4 10 LOT 1; THENCE NORTF/00 OEGREES 43 MINUTES 49 SECONDS WEST ALONG THE EAST LINE OF SAID LOT 1, 31505 FEET TO-A SOUTH LINE OF LOT 7/N S4 1D-RESUMMS/ON,' - MENCE NORTH 89 DEGREES 16 MINUTES 11 SECONDS:EAST, ALONG SAID SOUTH C/NE, 1834S FEET TO - - TF1E WEST L/NE OF MCL70NAL0 SUBD/Y/SION EXTENDED NORTHERLY,• THENCE SOUTH 00 DECREES 18 _ - MINUT£S 5.9 SECONDS WEST,ALONG SAID-EXTENDED WEST LINE AND ALONG THE WEST L/NE OF SA/O - - SUBDIKSION 356,95 FEET 70 THE POINT OF BEG INNING, /N THE COY OF YORKNLLE, KEND41L - COUNTY, /CC/NO/S. - _, .':. PARCEL 2.... • ,,� - - - EASEMENT FOR THE BENETTT OF PARCEL I AS-CREATED BY DEED fAOM NATIONAL CARE ANO -COANALESCENT/NDUSMIES /NCORPORU£O. A 60RPORA77ON OF OCZAWARE, TO 80.Y. REALTY MAAAGE, 11vr CORPOR4770N, AN ILL/NO/S CLTRFt�A770N, owr,?FEBRCARY.22, 1974 AND RECORDED FEBRUARY 25, 1974 AS DOCUMENT 74-717 FOR INGRESS AND EGRESS OVER PVT PART OF COT 7 OF 7W RESUBOMSION OF PART OF BLOCK 1 0044117RY$10E CENTER, UNd NO 1, YORIMLE KEN04LL COUNTY,.KUNO/S DESCRIBED AS FOLLOWS:.. BEG/NN/NG AT THE NORTHEAST CORNER OF COT:1 11V S4/O RESU8010SION,- 7NENCE NORTH 89 DEGREES 16 MINUI£S 11 SECONDS FAST, BEING ALONG))A S0C/THERL y LINE De S41D LOT 7 133.96 FEET; THENCE NORIH 20 DECREES 01 MINUTES 254SECONDS WEST J7238 FEET,' IN£NCE SOUTH 74 OECREES -- - :06 MINUTES 09 SECONOS NEST 28247 F£ TO THE WESIERCY LINE OF 541D LOT 7, BEING ALSO 7HE LINE TABLE - EASTERLY'UNE OF C£N)F'R'Zr THEN[ SOUTHERLY ALONG THE EASTERLY LINE OF CENTER - - PARKWAY 5002 FEET IHENCE NORTH 74 O REFS 06 MINUTES O9 SECONDS FAST PARALLEL w7H 7h'£ .. Line _. BeoHng Distance PENQ RMATE DESCR/BED COURSE 248.13 fF T )HENCE SOUTH 6 DECREES 56 MINL17ES 00 SECONDS WEST 191.91 FEET THENCE SOUTH 0 D66RI S 43 MINUTES.49 SECONDS EAST 94.0 FEET 70 7F/E L6 5.8954'49� 707.63' - NORTHERLY alk-OF s4/D LOT I; THENCE N 7H 89 DECREES 16.MINU7E5 11 SECONDS EAST ALONG . C7 N.00'4349 3694' S4/O NORTHERLY L/NE 3350 FEET TO THE P/NT OF BEC/NN/NC,'/N THE CITY OF YORKl4LCE, - C8 - Sd0'4349,E 64.32" KENDAAL C C9 S.19'4005 E. 5076" L OUNTY ILLINOIS -. 1/0 5..70.19 55"11! 10.00` - - III N.19 40 fJ5)Y. 57.47' 112- N.89'12,27 3.37; - L J3 500 43 49 260 98 - V01 L14 NOO'4349'LTy 259.37' 0 L 15 N.89 7717�f! 20765" - \� 01 �G S�C;pp��yp R �g NORTHERLY L/NE OF LOT ONE _ I A SOUTH L/NE OF COl 7. I nl - 100, �I L6 h I PUB[/C UTIL/7Y ANO DRAINAGE EASEMENT N N QI I i Z - a) LOT ONE L � PART OF W 8L.00K. ONE V �I g LZI o LEI y 5.0' io — r`,i p - _ SO�HER(y L1NE OF"BCOCA.T ZINE TABLE Line Bearing Distance MeasureLE- g _ L 1 /V.80'07'17 U, .180.02' 180.02' - _ - L2 N.80 07'17'!x! 192,62' 192.62' L.3 /V.89°16'11 E 218.64' 218,64' L4 N.89'16'11 'E 18,3.45' 18,3.45' L5 S.00°18 59„ 356.25' .356.25' CURIE TABLE NO. RADIUS, ARC CHORD CHORD BEARING �1 50,00 76.2 1 69.04 N.36 27 22"GY. AF�vm ANV AccriED ors• a4Y ar zao_ � BY THE C/TY L1 M11 OF MTKWUL ' KENDACL COUNTY, "IMS 1275,00' 232. 12' 2,31.80 N.0159 26 E BY.• AL MR A17EST.• COY CLERK. ��OF TL<TN SAP' .�fs - STATE OF/LUNO1SJ MICHAEL - COUNTY OF C:190Kf SS _ J. EMMERT - - No 2499 AMCMAEZ ✓. EMMERT SURVEY$ MvC., DOES HER®Y CV?Mr THAT WE NAVF PREPARED THE PLAT - C•. HEREON D24/1N IN ACV6W l4NCE#PH THE ag7c AL REMRDS FOR 7ME UMS AHD PURPOSES HERETN. Q'.•, SET Fn4TM ANv 7mr sw FLAT C17RRE1;'7LY REPREsms S4/0 m AT of-CiASEME7VT D LAND 7N/ 57TL A4Y OF d4NCLgRY, 2” 4ichael .1. Emmert surveys, Inc - 1 115 West Palatine Road BY. MTCliAEL J. 1�4 Palatine, I11inois 60067-5103 MkFLAEZ ✓. 044FJ7T ARCS/DETyT OfFice 847-991-4898 - - - - P, 4%W NJJAaS[AND SURVEYOR AV.. 24WS - v• ivl� �g C�Ty Reviewed By: J2 Legal ❑ City Council Finance ❑ EST '� 1836 Engineer dg- 4 City Administrator El Item Tracking Number 9 �O Consultant ❑ P W r-�L U- —dg <CE `vim ❑ City Council Agenda Item Summary Memo Title: Rob Roy Creek Interceptor—Contract 5 Easements City Council/COW/Committee Agenda Date: PW 2/6/06 Synopsis: These two easements are for sewers tributary to the main interceptor. They will allow us to abandon the Wheaton Avenue lift station. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road Esr. 1 _ 1836 Yorkville, Illinois 60560 4 Telephone: 630-553-8545 O y Fax: 630-553-3436 9 ,�0 LE Date:,w Date: January 19, 2006 To: John Crois, Interim City Administrator\\ From: Joe Wywrot, City Engineer V CC: John Wyeth, City Attorney Liz D'Ama,Administrative Assistant Subject: Rob Roy Creek Interceptor—Contract 5 Easements Attached find one copy each of two permanent easements needed for the construction of the referenced project. The first easement is for a sewer extension from the end of Commercial Drive towards the mainline interceptor. The second easement is for a continuation of the first easement to the mainline interceptor, and also includes an easement that will allow CJ Insulation to connect to the interceptor. These easements allow gravity sewers to be constructed that will result in the abandonment of the Wheaton Avenue lift station. I recommend that these easements be approved. Please place this item on the February 6, 2006 Public Works Committee agenda for consideration. STATE OF ILLINOIS ) COUNTY OF KENDALL) GRANT OF EASEMENT FROM YORKVILLE BUSINESS CENTER, L.L.C. KNOW ALL MEN BY THESE PRESENTS: THAT the Grantor,Yorkville Business Center,L.L.C.,for and in consideration of the sum of Ten and 00/100 Dollars ($10.00)and other good and valuable consideration, the receipt of which is hereby acknowledged do hereby grant and convey to the UNITED CITY OF YORKVILLE, a Municipal Corporation, As successors, and assigns, hereinafter .referred to as Grantee, in consideration of the covenants to be kept and performed by the Grantee herein, a permanent easement for Sewer Main over a tract of land designated on the attached Exhibit"A" as Tract B and a temporary construction easement over a tract of land designated on the attached Exhibit "A" as Tract C. Said grants of easement are made under the additional following terms and conditions: The Grantor hereby grants the right of ingress and egress to said permanent Sewer Main Easement to Grantee. The Grantee herein shall,and hereby agrees to: 1. Replace all lot lines and property line stakes moved or disrupted in the course of performing work in connection with the purpose of which the easement herein is granted. 2. The Grantee warrants and agrees to keep the real estate conveyed for said easements free and clear of any and all construction lien claims. 3. Grantee shall indemnify and hold Grantors and their mortgagees, successors, and assigns, harmless and defend them, and each of them, from and against any and all claims, actions, damages, liability, losses, expenses and liens, including (but not limited to) reasonable attorneys and other professional fees,arising'out of any occurrence causing injury or damage to any person(s)or property,whomsoever and wheresoever,and resulting from or caused by any acts or admissions of grantees,their employees,agents,licensees,contractors,successors and assigns in exercising any of the rights and privileges granted herein. Page 1 of 3 4. Following completion of construction of facilities described herein,or any other excavation work to be performed hereunder in connection with the exercise of the rights and privileges granted hereby,Grantee shall cause all excavated spoil material to be spread evenly over the area subject to the easement and temporary construction easement and to reasonably level the surface on top of the easement and temporary construction easement with black dirt. Grantee shall remove any trees or other debris cleared as a result of construction. In the event the Grantor has sustained any property damages as a result of Grantee=s construction activities, Grantee shall reimburse Grantor any expenses or damages incurred. 5. This easement shall be treated as a covenant running with the land. 6. This easement shall be binding upon the successors,heirs, and assigns of each party hereto. IN WITNESS WHEREOF, the undersigned have executed this agreement the day of 2005. GRANTOR: orkville Business C nt .L.C., an Illinois limited liability company,by Inland Land Appreciation Fund, L.P., a Delaware limited partnership, its sole member by Inland Real Estate Investment Corporation, a Delaware corporation, its general partner Attest: SEAL . Page 2 of 3 ACKNOWLEDGMENT State of Illinois ) )ss .. .. County of N P&q e- ) I, L. m �E/a) ,a Notary Public irrLand for said County,in the State aforesaid,DO HEREBY CERTIFY that u ;-4,� f ers�fn&y`k own to me to be the same persons whose names are subscribed to the foregoing instrument appeared before me this day in person and acknowledged that they signed and delivered said instrument as their own free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this:,,T,-& day of , 2005. ` " OFFICIAL SEAL" Notary Public MARY L. RAMMIEN NOTARY PUBLIC,STATE Of ILLINOIS MY COMMISSION EXPIRES 10 3/2009 IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this day of 2005. GRANTORS: Accepted: CITY: THE UNITED CITY OF YORKVILLE BY: Attest: Date: G:\788\04050-00\FASEMENTS\3-INLAND.wpd Page 3 of 3 ON PLAT TO ACCOMPANY EASEMENT FUTURE CALIDINIA SUBDIVISION c£Nr£RLIN£ PROPOSED SAN/T TO THE UNITED CITY,OF YORKVILLE' ARY S£W£R YORKVILLE BUSINESS CENTER L.L.C. SCALE (Feet) PO/NT OF B£GINN/NG .. rRAcr _ A 0 [Do 200 300 400 NW COR LOT 14 412.3'1 N 88'40'19"E _ - - - - N 83-40'J9'E - o 2 ti0T 3 o o LIZ M b 0 I I ; I, Po�NT OF 8EGINMNC YORKVILLE BUSINESS CENTER UNIT 3. EASEMENT cENTERL/N£ DOC. 2001. 00008620 3 o° 03 � 64.84 - _----- - - -- - Z N S 88'19'44"W O o ° COMMERCIAL DRIVE > z 282.57 J 8'JI J cn o �gti�h TRACT - B Q 20' PERPETUAL EASEMENT 10 9 6 I I o LOT 8. -I C� U N 4 R� � YORKVILLE BUSINESS CENTER UNIT 3 L DOC. 2001 00008620 I . C£NTERVIVC PROPOSED SANITARY SEWER - 356.50 S 88-19-45"W o LpT 5 i - LOT: 16 YORKVILLE 'BUSINESS CENTER .UNIT 2 DOC. 2000 00012408 EXHIBIT A-5 WALTER E. DEUCHLER ASSOCIATES, INC. REVISIONS SHEET -Yv�o4oso�cAUOONEAsrvv.Dwc PLAT TO ACCOMPANY .EASEMENT.. DESIGNED DHS ' . APPROVED DHS. BOOK f4LE 08 NUMBER TO THE UNITED CITY OF YORKVILLE I Consulting Engineers f�umra, Illinois DRAWN DHS ' DATE 05/22/05 SCALE 1 =100' J788 0405000 YORKVILLE BUSINESS CENTER L.L.C. OF 5 TRACT-A PARENT TRACT 05/23/05 (EASEMENT TO THE CITY OF YORKVILLE) THAT PART OF SECTION 17,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 24 IN YORKVILLE BUSINESS CENTER UNIT 3 AS RECORDED 05/21/01 AS DOCUMENT NUMBER 200100008620;THENCE SOUTH 00'12' 00"EAST,ALONG THE WEST LINE OF SAID LOT 24, A DISTANCE OF 315.20 FEET TO THE NORTH LINE OF COMMERCIAL DRIVE PER SAID YORKVILLE BUSINESS CENTER UNIT 3; THENCE SOUTH 88-19'44" WEST,ALONG SAID NORTH LINE,64.84 FEET TO THE WEST LINE OF SAID YORKVILLE BUSINESS CENTER UNIT 3;THENCE SOUTH 010 40' 15' EAST, ALONG SAID WEST LINE, 349.51 FEET TO A POINT ON THE NORTH LINE OF LOT 5 IN YORKVILLE BUSINESS CENTER UNIT 2 AS RECORDED 9/13/2000 AS DOCUMENT NUMBER 2000 00012408; THENCE SOUTH 880 19' 45" WEST, ALONG THE NORTH LINE OF SAID LOT 5, A DISTANCE OF 356.50 FEET TO THE NORTHWEST CORNER THEREOF; THENCE NORTH 000 12' 00" WEST, ALONG A NORTHERLY EXTENSION OF THE WEST LINE OF SAID LOT 5, A DISTANCE OF 666.93 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF YORKVILLE BUSINESS CENTER UNIT 3 EXTENDED WESTERLY; THENCE NORTH 88' 40' 19" EAST, ALONG THE WESTERLY EXTENSION OF SAID NORTH LINE, A DISTANCE OF 412.31 FEET TO THE POINT OF BEGINNING, IN THE T_OWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. EXHIBIT A-5 SHEET 2 OF 5 CALEDONIA EAST TRACT-B PERPETUAL EASEMENT 05/23/05 (EASEMENT TO CITY OF YORKVILLE) A 20 FOOT WIDE PERPETUAL EASEMENT OVER PART OF.SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,KENDALL COUNTY,ILLINOIS,THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 24 IN YORKVILLE BUSINESS CENTER UNIT 3 AS RECORDED 05/21/01 AS DOCUMENT NUMBER 200100008620;THENCE SOUTH 00'12' 00" EAST,ALONG THE.WEST LINE OF SAID LOT 24, A DISTANCE OF 315.20 FEET TO THE NORTH LINE OF COMMERCIAL DRIVE PER SAID YORKVILLE BUSINESS CENTER UNIT 3; THENCE SOUTH 88°19' 44" WEST,ALONG SAID NORTH LINE,.64.84 FEET TO THE WEST LINE OF SAID YORKVILLE BUSINESS CENTER UNIT 3; THENCE SOUTH 010 40'.15' EAST, ALONG SAID WEST LINE, 349.51 FEET TO A POINT ON THE NORTH LINE OF LOT 5 IN YORKVILLE BUSINESS CENTER UNIT 2 AS RECORDED 9/13/2000 AS DOCUMENT NUMBER 2000 00012408; THENCE SOUTH 880 19' 45" WEST, ALONG THE NORTH LINE OF SAID LOT 5, A DISTANCE OF 356.50 FEET TO THE NORTHWEST CORNER THEREOF; THENCE NORTH 00°12' 00" WEST, ALONG A NORTHERLY EXTENSION OF THE WEST LINE OF SAID LOT 5,A DISTANCE OF 283.80 FEET TO THE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE EASTERLY ALONG A LINE FORMING AN ANGLE OF 920 25' 49" WITH THE LAST DESCRIBED COURSE (AS MEASURED COUNTER-CLOCKWISE THEREFROM), 282.57 FEET; THENCE EASTERLY ALONG A LINE FORMING AN ANGLE OF 1680 31' 39" WITH THE LAST DESCRIBED COURSE (AS MEASURED COUNTER-CLOCKWISE THEREFROM), 67.81 FEET TO THE POINT OF TERMINUS OF SAID EASEMENT CENTERLINE ON AN EAST LINE OF THE PREVIOUSLY DESCRIBED TRACT-A, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. EXHIBIT A-5 SHEET 3 OF 5 CALEDONIA EAST TRACT-C TEMPORARY CONSTRUCTION EASEMENT 05/23/05 INTENTIONALLY OMITTED EXHIBIT A-5 SHEET 4 OF 5 CALEDONIA EAST THIS IS TO CERTIFY THAT THE PLAT HEREON WAS PREPARED BY WALTER E. DEUCHLER ASSOCIATES, INC., AN ILLINOIS PROFESSIONAL DESIGN FIRM CORPORATION FOR THE PURPOSE OF ILLUSTRATING A PROPOSED EASEMENT. IT IS FURTHER CERTIFIED THAT SAID PLAT WAS PREPARED FROM EXISTING RECORDS AND THAT NO FIELD LAND SURVEY WAS PERFORMED. DATED AT AURO ILLINOIS, THIS l SHAY OF S J �� , 2005. R E. DEU HLER ASSOCIATES, INC. ILLINOIS PROFESSIONAL DESIGN ,,.`x,,,,►"`Illll'=°"°„jr,,,r CORPORATION NO. 1�83p�nFseo440`o°� ,��,o��,tJCH �� ;,✓' . o l ' lZSIONdAL . PROFESSIONAL' � 1 CORPORATION e LAND STATE OF , SSURAVECY�OR tMIS q ILLINOIS P �xp t,cS. 11.3Q ©c 0:\7 8 8\04050-00\EASEMENTS\C ALENDONIA-YO RKV ILLE.wpd EXHIBIT A-5 SHEET 5 OF 5 CALEDONIA EAST i STATE OF ILLINOIS ) COUNTY OF KENDALL) GRANT OF EASEMENT FROM INLAND CORNEILS, L.L.C. KNOW ALL MEN BY THESE PRESENTS: THAT the Grantor, Inland Corneils, L.L.C., for and in consideration of the sum of Ten and 00/100 Dollars ($10.00) and other good and valuable consideration, the receipt of which is hereby .acknowledged do hereby grant and convey to the UNITED CITY OF YORKVILLE, a Municipal Corporation, its successors, and assigns, hereinafter referred to as Grantee, in consideration of the covenants to be kept and performed by the Grantee herein, a permanent easement for Sewer Main over a tract of land designated on the attached Exhibit"A" as.Tract B and a temporary construction easement over a tract of land designated on the attached Exhibit "A" as Tract C. Said grants of easement are made under the additional following terms and conditions: The Grantor hereby grants the right of ingress and egress to said permanent Sewer Main .Easement to Grantee. The Grantee herein shall and hereby agrees to: 1. Replace all lot lines and property line stakes moved or disrupted in the course of performing work in connection with the purpose of which the easement herein is granted. 2. The Grantee warrants and agrees to keep the real estate conveyed for said easements free and clear of any and all construction lien claims. 3. Grantee shall indemnify and hold Grantors and their mortgagees, successors, and assigns, harmless and defend them, and each of them, from and against any and all claims, actions, damages, liability, losses, expenses and liens, including (but,not limited. to) reasonable attorneys and other professional fees,arising out of any occurrence causing injury or damage to any person(s)or property,whomsoever and wheresoever,and resulting from or caused by any acts or admissions of grantees,their employees,agents,licensees,contractors,successors and assigns in exercising any of the rights and privileges granted herein. Page 1 of 3 4. Following completion of construction of facilities described herein, or any other excavation work to be performed hereunder in connection with the exercise of the rights and privileges granted hereby, Grantee shall cause all excavated spoil material to be spread evenly over the area subject to the easement and temporary construction easement and to reasonably level the surface on top of the easement and temporary construction easement with black dirt. Grantee shall remove any trees or other debris cleared as a result of construction. In the event the Grantor has sustained any property damages as a result of Grantee's construction activities, Grantee shall reimburse Grantor any expenses or damages incurred. 5. This easement shall be treated as a covenant running with the land. 6. This easement shall be binding upon the successors, heirs, and assigns of each party hereto. IN WITNESS WHEREOF, the undersigned have executed this agreement the day of 2005. . GRANTOR: land Corneils, L.L.C., Illinois limited liability company, by Inland Land Appreciation Fund,L.P., a Delaware limited partnership, its sole member by Inland Real Estate Investment Corporation, a Delaware corporation, its general partner Attest: SEAL Page 2 of 3 ACKNOWLEDGMENT State of Illinois ) )ss County ofju/a y ) I, LZ Z 64 ,a Notary Public iri,and for said County,in the State aforesaid,DO HEREBY CERTIFY that a f person '� ' p a�y known to me to be the same persons whose names are subscribed to the foregoing instrument appeared before me this day in person and acknowledged that they signed and delivered said instrument as their own free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this2 A day of t 72005. ' "OFFICIAL SEAL" ✓t-Q� MARY L. RAMMIEN OTARY PUBLIC,STATE Notary Public MY COMMISSION EXPIRE 10 3/20 OIS IN WITNESS WHEREOF, the Grantorg have hereunto set their hands and seals this day of , 2005. GRANTORS: Accepted: CITY: THE UNITED CITY OF YORKVILLE BY: Attest: Date: G:\798\04050-00\F-ASEMENTS\3-EqLAND.wpd Page 3 of 3 PLAT TO . ACCOMPANY EASEMENT TO THE UNITED CITY OF YORKVILLE INLAND LAND APPRECIATION FUND L.P. wo Pooff WWWC TRACT- AW COR Nf 114 SEC 17-J7- 1 79801 N 88'13 391' . N LA4E NW 114 b1-C 17-37-7 1787 01 _ 440.010 892.0? 17 17 h i w l � � I h C (C�INKI j 3 S• IH 440.00 h 8 � H I I TRACT A 66000 hr B817o91� (PROPOSED CALIDONIA SUB.) Row v ,nvri `°1 a N L/NE YORKWL 4.30.05 S 88'4079w — — - _ 90C. 200) 49050 91'0741" 75.41- (YORKVIL..LE Ht' ("PR. I h l •• 87'34.11" m Js4 ,4 S 8e'195"W A L/NC LDT 5 Y(RAWLE BUS C7R UNIT? Dor_ 20oo 0012409 h 1 I� Loll 5 ` 20• U41 E Rs` 3g , TRACT — 8 �� C 57548 0 11 297.11 ` ` rya S 8819 I5w 1 �� Syliv 9� C-2*33'12 �f5 5 CB=N a2:z379 w ,500,94 PART OUTLOT A \ �� 4 m � : 6 •�4'" � YORKVILLE BUS, CTR. SUB: �� LEGAL DESCRIPTIONS TRACT-A PARENT TRACT (EASEMENT TO THE CITY OF YORKVILLE) PROPOSED CALEDONIA SUBDIVISION 05/24/05 THAT PART OF THE NORTH HALF OF SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,KENDALL COUNTY, ILLINOIS, BOUNDED AND DESCRIBED AS FOLLOWS: TRACT A PARENT TRACT BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE NORTH 88° 13''59' EAST, ON AN ASSUMED BEARING ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER, 1398.01 FEET TO A LINE BEING 66.00 FEET EAST OF AND PARALLEL WITH THE EAST LINE OF THE WEST HALF OF SAID NORTHEAST QUARTER; THENCE SOUTH 000 12' 00" EAST,.1350.98 FEET TO THE NORTH LINE OF YORKVILLE. BUSINESS.. CENTER UNIT. .3, ACCORDING TO THE PLAT' THEREOF RECORDED MAY 212 2001 AS DOCUMENT NUMBER 2 00.1 00008620 (ALSO BEING THE SOUTH LINE EXTENDED WESTERLY. OF. FISHER'S SUBDIVISION DOCUMENT NUMBER 884011 RECORDED AUGUST 4; 1988); THENCE SOUTH 880- 40' 19" WEST ALONG THE LAST DESCRIBED LINE EXTENDED WESTERLY, 430.05 FEET TO' THE WEST. LINE OF LOT S. EXTENDED NORTHERLY IN YORKVILLE BUSINESS .CENTER UNIT 2, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 13, 2000 AS DOCUMENT NUMBER 2000 00012408; THENCE SOUTH 000 12' 00" EAST ALONG THE LAST DESCRIBED LINE, 1112.41 FEET TO THE SOUTHWEST CORNER OF SAID LOT 5, ALSO BEING THE NORTH LINE OF YORKVILLE BUSINESS CENTER SUBDIVISION, ACCORDING TO THE PLAT.THEREOF RECORDED _OCTOBER 10, 2000 AS DOCUMENT NUMBER 2000 00013808; THENCE NORTH 700 02' 59 WEST ALONG THE LAST DESCRIBED LINE (TOGETHER WITH THE NEXT. 5 COURSES), 195.40 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A CHORD, BEARING OF NORTH 720 54' 47" WEST, 57.95 FEET, HAVING A RADIUS OF 580.00 FEET, AN ARC DISTANCE OF 57.97 FEET; THENCE SOUTH 000 00' 00" WEST, 82.96 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, NOT TANGENT TO THE LAST DESCRIBED LINE., HAVING A CHORD EXHIBIT A-4 SHEET 2 OF 6 CALEDONIA SUBDIVISION BEARING OF NORTH 82° 33' 19" WEST, 158.42 FEET, HAVING A RADIUS OF 500.00 FEET,AN ARC DISTANCE OF 159.09 FEET; THENCE SOUTH 88019, 4511 WEST, 297.11 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 75°.49' 01' WEST, 216.65 FEET, HAVING A RADIUS OF 500.00 FEET, AN ARC DISTANCE OF 218.38 FEET; ..THENCE CONTINUING SOUTHWESTERLY,ALONG THE LAST DESCRIBED CURVE TO THE LEFT, HAVING A CHORD BEARING OF SOUTH 59 08' 31" WEST,72.59 FEET,HAVING ARADIUS OF 500.00 FEET,AN ARC DISTANCE OF 72.66 FEET; THENCE SOUTH 54° 58' 44" WEST, 106.33 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 71° 38' 54" WEST, 286.85 FEET, HAVING A RADIUS OF 500.00 FEET, AN ARC DISTANCE OF 290.94 FEET TO THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION.17; THENCE SOUTH 88' 191. 04" WEST ALONG THE LAST DESCRIBED LINE, 299.99 FEET TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHEAST QUARTER' OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE NORTH 00 . 24' 20" WEST ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION ' 17, A DISTANCE OF 1323.91 FEET TO THE NORTHWEST CORNER OF THE EAST. HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17;THENCE NORTH 88'17108" EAST, 6.20 FEET TO THE SOUTHWEST CORNER OF THE SOUTH 3.33 CHAINS OF THE EAST 10 CHAINS OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE.NORTH 000 20' 22" WEST.ALONG THE WEST LINE OF SAID SOUTH 3.33 CHAINS OF THE EAST 10 CHAINS,217.87 FEET TO THE NORTH LINE OF SAID SOUTH 3.33 CHAINS OF THE EAST 10 CHAINS;' THENCE NORTH 88°17.'09"EAST ALONG THE LAST DESCRIBED LINE, 660.00 FEET TO THE WEST LINE OF SAID NORTHEAST QUARTER OF SECTION 17 THENCE NORTH 000 20' 22" WEST ALONG THE LAST DESCRIBED LINE, 1106.44 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY,: ILLINOIS, EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: THAT PART OF THE NORTHWEST QUARTER OF THE -NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,KENDALL COUNTY,ILLINOIS, BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE EASTERLY ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 17,ADISTANCE OF 892.02 FEET TO THE POINT OF BEGINNING OF THE HEREINAFTER DESCRIBED TRACT OF LAND; THENCE CONTINUING EASTERLY, ALONG SAID NORTH LINE ON A EXHIBIT A-4 SHEET 3 OF 6 CALEDONIA SUBDIVISION STRAIGHT LINE EXTENSION OF THE LAST DESCRIBED COURSE, A DISTANCE OF 440.00 FEET TO THE NORTHEAST.CORNER OF THE WEST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE SOUTHERLY, ALONG THE EAST LINE OF THE WEST HALF OF THE EAST HALF OF SAID SECTION 17, AT AN ANGLE OF 88° 25' 57" AS MEASURED COUNTERCLOCKWISE FROM THE LAST DESCRIBED COURSE,A DISTANCE OF 495.19 FEET;THENCE WESTERLY,ALONG A LINE PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 17, AT AN ANGLE OF 910 34' 03" AS MEASURED COUNTERCLOCKWISE FROM THE LAST DESCRIBED COURSE, A DISTANCE OF 440.00 FEET; THENCE .NORTHERLY, ALONG A LINE PARALLEL.WITH THE EAST LINE OF THE WEST HALF OF THE EAST HALF OF SAID SECTION 17,AT AN ANGLE OF 880 25' 56",AS MEASURED COUNTERCLOCKWISE FROM THE LAST DESCRIBED COURSE, A DISTANCE OF 495.19 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDAL COUNTY, ILLINOIS. TRACT-B PERPETUAL EASEMENT (EASEMENT TO THE CITY OF YORKVILLE) PROPOSED CALEDONIA SUBDIVISION 05/24/05 A 20 FOOT WIDE PERPETUAL EASEMENT OVER PART OF THE, PREVIOUSLY DESCRIBED TRACT-A,BEING PART OF THE NORTH HALF OF SECTION 17, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, THE,CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE NORTH 88° 13' 59" EAST, ON AN ASSUMED BEARING ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER, 1383.01 FEET TO THE POINT OF INTERSECTION WITH A LINE CONSTRUCTED 51.00 FEET EASTERLY OF, AND PARALLEL WITH, THE EAST LINE OF THE WEST HALF OF SAID NORTHEAST QUARTER;THENCE SOUTH 000 12' 00"EAST ALONG SAID_PARALLEL LINE,1365.87 FEET TO THE POINT OF INTERSECTION WITH A LINE CONSTRUCTED 15.00 FEET SOUTHERLY OF,AND PARALLEL WITH,THE NORTH LINE OF YORKVILLE BUSINESS CENTER UNIT 3, ACCORDING TO THE PLAT THEREOF EXHIBIT A-4 SHEET 4 OF 6 CALEDONIA SUBDIVISION RECORDED MAY 21, 2001 AS DOCUMENT NUMBER 2001 00008620 (ALSO BEING THE SOUTH LINE EXTENDED WESTERLY . OF ' FISHER'S SUBDIVISION DOCUMENT NUMBER 884011 RECORDED AUGUST 4, 1988); THENCE SOUTH 88°40'19" WEST ALONG SAID PARALLEL LINE,490.50 FEET ,TO THE POINT OF INTERSECTION WITH ALINE CONSTRUCTED 75.44 FEET WESTERLY OF, AND PARALLEL WITH, THE WEST LINE OF LOT 5 EXTENDED NORTHERLY IN YORKVILLE BUSINESS CENTER UNIT 21 ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 13, 2000 AS DOCUMENT NUMBER 2000 00012408; THENCE SOUTH 000 .12' 00" EAST ALONG SAID PARALLEL LINE, 369.84 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT A; THENCE CONTINUING SOUTHERLY ALONG THE LAST DESCRIBED COURSE,590.53 FEET TO THE POINT OF BEGINNING OF SAID CENTERLINE OF A 20 FOOT WIDE EASEMENT;. THENCE CONTINUING SOUTHERLY ALONG THE LAST DESCRIBED COURSE, 107.87 FEET TO THE POINT OF TERMINUS OF SAID EASEMENT CENTERLINE ON A SOUTHERLY LINE OF THE PREVIOUSLY DESCRIBED TRACT-A; ALSO A 20 FOOT WIDE EASEMENT,THE CENTERLINE OF WHICH IS DESCRIBED BY BEGINNING AT THE PREVIOUSLY DESCRIBED POINT A; THENCE EASTERLY ALONG A LINE FORMING AN ANGLE OF 870 34' 11" WITH THE LAST DESCRIBED COURSE (AS MEASURED CLOCKWISE THEREFROM), 75.51 FEET TO THE POINT OF TERMINUS OF SAID EASEMENT CENTERLINE ON AN EASTERLY LINE OF THE PREVIOUSLY DESCRIBED TRACT-A, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. TRACT-C TEMPORARY CONSTRUCTION EASEMENT INTENTIONALLY OMITTED EXHIBIT A-4 SHEET 5 OF 6 CALEDONIA SUBDIVISION THIS IS TO CERTIFY THAT THE PLAT HEREON WAS PREPARED BY WALTER E. DEUCHLER ASSOCIATES, INC., AN ILLINOIS PROFESSIONAL DESIGN FIRM CORPORATION FOR THE PURPOSE OF ILLUSTRATING A PROPOSED EASEMENT. IT IS FURTHER CERTIFIED THAT SAID PLAT WAS PREPARED FROM EXISTING RECORDS AND THAT NO FIELD LAND SURVEY WAS PERFORMED. DATED AT AURO , ILLINOIS, THIS LST$AY OF 2005. WALTER E. D CHLER ASSOCIATES, INC. ILLINOIS PROFESSIONAL DESIGN °ww• 9,�' Ike CORPORATION NO. 1830 fsFG3F1 SSIOV AL n , agyyN�a1.34a91lgigggdu ...I 13£S1GDI - ° FIRM ``. °• ......•• eq� STAT£OF s •••�Y2 • G% =NOIS F ML LAND SURWYOR STAFF OF ILLINOIS �* s a • aaaa:et 3o.o6. G`\788\04050-00\EASEMENTS\2-CALEDONIA.-YORKVILLE.wpd EXHIBIT A-4 SHEET 66F 6 CALEDONIA SUBDIVISION N Reviewed By: City Council Legal El Finance ❑ Esr 1s Engineer Agenda Item Tracking Number y City Administrator g Consultant ❑ �LEa��' City Council Agenda Item Summary Memo Title: Routine IDOT Highway Permit—Prestwick of Yorkville—Route 126 Temp. Entrance City Council/COW/Committee Agenda Date: PW Committee 2/21/06 Synopsis: This permit is for a temporary entrance to Route 126 west of Ashley Road. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize Mayor& City Clerk to sign permit application. Pass resolution guaranteeing satisfactory completion of work. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo k 800 Game Farm Road EST. 1' ` :•1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LE o Date: January 25, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer U CC: John Wyeth, City Attorney Liz D'Anna, Administrative Assistant Subject: Routine IDOT Highway Permit Prestwick of Yorkville—Route 126 Temporary Entrance Attached find one copy each of a proposed IDOT highway permit and the corresponding resolution for construction of a temporary entrance on Route 126 west of Ashley Road. IDOT requires a resolution from the city to guarantee the work. We in turn will require the developer to provide a guarantee to us 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 and resolution on the Committee of the Whole agenda of February 21, 2006 for consideration. 0 Illinois Department W) of Transportation Highway Permit District Serial No. L-9780 City of Yorkville for Prestwick of Yorkville (We) c/o Smith Engineering 734 John Street (Name of Applicant) (Mailing Address) Yorkville IL 60560 Hereinafter termed the Applicant, (City) (State) request permission and authority to do certain work herein described on the right-of-way of the State Highway known IL Route 126 Section ------- From Station to Station County. The work is described in detail on the attached sketch and/or as follows: Located West of Ashley Road. Upor; approval this permit authorizes the applicant to locate, construct, operate and maintain at the above mentioned location, a fourteen (14) foot in width aggregate surfaced temporary entrance using a fifteen (15) inch diameter CMP culvert as shown on the attached plans which become a part hereof. 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 permit. Aggregate material shall be obtained from a state approved stockpile and shall be: AGGREGATE SURFACE COURSE TYPE A (CA-6 GRADATIION). (SEE THE ATTACHED SPECIAL PROVISIONS) It is understood that the work authorized by this permit shall be completed within 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 20 Witness t Signed (` /\ Applicant IV I D O q -J O Mailing Address Mailing Address City State City State SIGN AND RETURN TO: Region Engineer 700 East Norris Drive, Ottawa, IL 61350 Approved this day of 20 Department of Transportation cc Applicant(2) Field Engineer Final Inspection BY: Deputy Director of Highways,Region Engineer First: The Applicant represents all parties in interest and shall furnish material, do all work, pay all costs, and shall in a reasonable length of time restore the damaged portions of the highway to a condition similar or equal to that existing before the commencement of the described work, including any seeding or sodding necessary. Second: The proposed work shall be located and constructed to the satisfaction of the Region Engineer or his 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 Region Engineer. 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 Chapter 6 (Traffic Controls for Highway Construction and Maintenance Operations) of the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways 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 maybe done on any day except Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Work shall 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 over hanging the right-of-way shall be prohibited. Fifth: The Applicant, his successors or assigns, agrees to hold harmless the State of Illinois and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. Sixth: The Applicant shall not trim, cut or in any way disturb any trees or shrubbery along the highway without the approval of the Region Engineer or his duly authorized representative. Seventh: The State reserves the right to make such changes, additions, repairs and relocation's 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 Region 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. Eighth: 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. Ninth: 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." Tenth: The Applicant affirms that the property lines shown on the attached sheet(s) are true and correct and binds and obligates himself to perform the operation in accordance with the description and attached sketch and to abide by the policy regulations. SPECIAL PROVISIONS This work shall be done according to the cross section shown on the attached sketch, and at no place between the edge of the pavement and the ditch line shall the drive be higher than the edge of pavement. The state right of way shall be left in good condition. (No advertising matter shall be placed on the state right of way). The petitioner, their successors, or assigns, shall maintain that portion of the driveway on state right of way in such a manner satisfactory to the department, otherwise the department will maintain the shoulders included in the entrance driveways to the same standard that exists on adjacent shoulders, and if necessary, such areas will be restored to the original cross section and earth shoulders. All turf areas which are disturbed during the course of this work shall be restored to the original line and grade and be promptly seeded in accordance with Standard State Specifications. 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. 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 contractor's work. 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 contractor's work. A ropy 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. RESOLUTION WHEREAS, the city of Yorkville, located in the county of Kendall, state of Illinois, wishes to construct a temporary entrance adjacent to 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 city of Yorkville, now THEREFORE, be it resolved by the 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 city of Yorkville to proceed with the work herein described and as shown on enclosed detailed plans. SECOND: Upon completion of the proposed temporary entrance by the developer 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 developer to obtain a bond and a comprehensive general liability insurance policy in acceptable amounts and will require the developer 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 city of Yorkville. FOURTH: That the proper officers of the city of Yorkville are hereby instructed and authorized to sign said permit in behalf of the city of Yorkville hereby certify the above to be a .City Clerk true copy of the resolution passed by the City Council, county of Kendall, State of Illinois. Dated this day of A.D. 2006 (Signature) (CORPORATE SEAL) RESOLUTION SECTION COtwil SIaEETS KENDLLL t STABILIZED CONSTRUCTION ENTRANCE PLAN STABILIZED CONSTRUCTION ENTRANCE PLAN ISTA. To ITA nuns rxo.uu PROXCT - . loo• t L Z *AgV,9.te Vash Rock Jo- F,opt,-- Coar ID' Mln Povenent �'A: •Must Extend F,,11 Width 'POSitive Droinoge F OF Ingre s And Egress To Sediment \j�%/JY��i�i 5 0perotlon. 7,.Pping Device. filter Fobric i PLAN VIEW SECTION A-A s. wq ee' .loo• 3' Exislinp Y I• S J auntoblr •11.t Filter Fabric xCOPtlongl) i` � ��•if'1! Exlstv,g Grountl a \` II.I#I SIDE ELEVATION !- ��)E1i1 I •� � e1 ) 1.FK t er fabric shell meet the requlrvnvnts of voter t opeclfKOt— RPlnfprced Concrete P-oln space e E 1'i 592 GEOTEXTILE,Toble 1 or 2.Class 1, II or IW and shall ba ptacetl • o [•` if it omr the Ct—led o q prior to<he pto<Inp of rock. SECTION B-B e r RROCk r—1.1wd concrete shell meet one of the FdloNnp IDOCTc soars aggregote grgdotbn,CA-1.CA-2.CA-3 or CA-9 and or ptaced o or . ask i to Conetruction oprclFK,ti 25 ROCKFILL using plACrnent Method 1 and[loss III cpnpoction. 3.Any droinage Fap11itit,requbvd b-111, F+ shiny sholl be ASHLEY ROAD nstructed a wrong to n nufocturrrs specif'¢otlom. 4.1f x r,CkS of sed they Shall be Inst acted IC—olh,,to the rwiactwrr's speclFKO dons. o..'yl"n.d role_ N RCS -630 eo:lx cq d btr— v N RCS IL-630 clad,a role— c a btr_ approrN rote - foyorr rote ROUTE 126_,,.....— ILLINOIS of -- ----------- ---- ----------- - e } ai IL RTE.126 ROADWAY IMPROVEMENTS TEMPORARY 15" CMP CULVERT 0' MIN) AT PRESTWICK OF YORKVILLE 1 (TO MAINTAIN EX. ORAINA'E PA RNS) TEMPORARY ACCESS EXHIBIT Flei� TEMPORARY CONSTRUCTION ACCESS sc.LE,„"�',q;=';;ie m.•K a*,+,I !a! DATE,lo-orzoos POCKED wT,TEN PTE SECTION KEID.L SlGUT ,E RFNDLLL 3 �l SIA. 10 Sib { RN N1011W.p,-XLON15 FED,AID PRO.SCT m p IMPROVEMENTS PROPOSED EDGE O By OTHERS o OF PAVEMENT Y - - 0 PROPOSED 3' IT.SHOULDER --- ------------- ExISTINC fLO.W. __ __ __ __ __~ _ �: _ + _ __________ -_-----_-_ I 105+00 50:1 TAPfR 1300'1 s 00+00 __ _° __ - __ -- o � ________ __________ _ 2: • ' PROPOSED PaVEN N �, • IMPROVEMENTS GRIND AND OVERLAY DVbQ Ex ISiING EDGE PROPOSED R.O.W, EXISTING R.O.N. OF PAVEMENT A Y y,F1d1 ILLINOIS ROUTE 126 ;Iteiiitll; PRAIRIE CROSSING 15� DRIVE _ PPpPOSED S' •� yli pCG.SHWL ER y-1 Y�I 1115 PROPOSED 3' 1111 LIREf IT.SHOUL ER o as l�tl PROPOSED EDGE •� Oi PAVE NT EXISTING EDGE + OF PAVEUEN $. '�'�`�^�.�.—•++—.—._-.. EXISTING 10.N. - - - - - ------- -- - y_ " - --'z7a'iAV'-.... ----- ---7— ---�-.--y` -__ __1_zaD•_STDRAGE___�-- �- --- � EXISTING R.O.N. PROPOSED EDGE ------- ---- ___ _ _ OF PAVEMENT EX STING EDGE Pfl D PROPOSED R.O.W. EXISTING EDGE — — OF PAVEMENT OF PAVEMENT E%15T1NC R.O.W. OF PAVEMENT PROPOSED 7' / —_ PROPOSED ey BI SHOULOE BIT.SMOULDER PROPOSED R.O.W. e(Ey PROpOSEO ' PROPOSED 5' fIj �ee CC AGG.SNOIILOER A SHOULOE Y I TEMPORARY 15"CLIP CU p CULVERT 130'MINI TEMPORARY CON$TRIICT ION 4 1✓ ITO MAINTAIN E%. AINAGE PA TE 1 •� PENNMAN ROAD IWNOIS ROUTE 126 IL RTE.126 ROADWAY IMPROVEMENTS 1 ?2 AT PRESTWICK OF YORKVILLE ROADWAY IMPROVEMENTS EKHISIT li41 SCALE,VERT,MW NIA i0' DRAWN.1.W. IT.1"• D'F,/-D]-2005 CPfCFEO BYE iEx Ne) ,4�/o ♦,��0 CO. Reviewed By: J2 �� City Council Legal r-1 Esr. 1 Finance ❑ �a3s Engineer ❑ City Administrator E] Agenda Item Tracking Number �O ��% Consultant El �/` �� " <LE ❑ City Council Agenda Item Summary Memo Title: Mailbox standards and replacement policy City Council/COW/Committee Agenda Date: PW—2/6/06 Synopsis: Create a policy updating standards and setting policy for replacement of mailboxes Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: Co.o United City of Yorkville Memo Public Works Department EW. Sm 800 Game Farm Road GO Yorkville, Illinois 60560 Telephone: 630-553-4370 <LE �? Fax: 630-553-4377 Date: January 23, 2006 To: Art Prochaska, Mayor From: Eric Dhuse Director of Public Works G CC: Joe Besco, Chairman John Crois , Administrator John Wyeth, Attorney Subject: Mailbox Damage Policy Art, I have attached a proposed policy regarding mailbox damage from snow plowing. This has become an increasing problem in the past few years, and will continue to do so if we do not put a policy in place. As of now, I inherited an unwritten policy that consists of replacing all mailboxes except those that are not installed correctly or that are rotten. Our biggest problem with the current policy is the lack of definition as far as responsibility of replacement and the cost of replacement. The proposed policy would address the issues that we face in Public Works. I would like to place this on the next Public Works Committee agenda for consideration. If you have any questions or comments,please let me know so I can incorporate them into the draft. CO. United City of Yorkville Memo Public Works Department EST. 1636 800 Game Farm Road � p (a Yorkville, Illinois 60560 on"d � Telephone: 630-553-4370 SCE Fax: 630-553-4377 DRAFT 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 weather or not the City is responsible. 2. A Public Works representative will inspect the mailbox and make a determination as to weather 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. E7�Ag T UNITED CITY OF YORKVILLE STANDARDS FOR MAILBOX PLACEMENT 0 post not to be larger than 4"x4"wood post 41 12 "Dia. wood post 12 "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. Reviewed By: J� G� Legal ❑ City Council Finance C� EST. '� ,a ,..:;1836 Engineer Agenda Item Tracking Number ,r y City Administrator Consultant ❑ <LE^ �V City Council Agenda Item Summary Memo Title: Cozy Corner Subdivision—Sidewalk Agreement City Council/COW/Committee Agenda Date: PW Committee 2/6/06 Synopsis: This sidewalk agreement allows for the delay of sidewalk construction along Route 47 until IDOT builds their Route 47 improvement. 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: C1r o United City of Yorkville Memo 800 Game Farm Road Esr 1 sm Yorkville, Illinois 60560 Telephone: 630-553-8545 f,,°gyp Fax: 630-553-3436 <LE ��•�. Date: January 31, 2006 To: John Crois, Interim City Admi ' trator Yom' From: Joe W ot, City Engineer L) CC: John Wyeth, City Attorney `) Liz D'Anna,Administrative Assistant Subject: Cozy Corner Subdivision—Sidewalk Agreement Attached find one copy of the proposed sidewalk agreement for the referenced development. This agreement allows the developer to delay the construction of public sidewalk along its Route 47 frontage until one of the following items occurs: • Completion of the Route 47 improvements by. • Prior to the property being sold. • Within 6 months of a written request from the city to construct the sidewalk. The developer is proposing to construct sidewalk along their Route 126 frontage. I recommend that this agreement be approved and recorded against the property. Please place this item on the Public Works Committee agenda of February 6, 2006 for consideration. STATE OF ILLINOIS } COUNT OF KENDALL ) SIDEWALKS INSTALLATION COVENANT WHEREAS, the undersigned, 14 ro 1 A o t Je.t , (hereinafter referred to as "Owner/Developer"), is the owner of the real property upon which is now situated an improved structure(hereinafter referred to as "Property") described in the Exhibit"A", attached hereto and on incorporated herein by reference; and WHEREAS,said Property located at 14', y 7 94-- 15,4 in the United City of Yorkville, Kendall County, Illinois is zoned 13 3 ; and WHEREAS, the United City of Yorkville has heretofore issued a building permit for the construction of the improvements on said Property and,incidental thereto, requiring the installation of sidewalks along the frontage of the Property adjacent to Illinois Route 47; and WHEREAS, at the present time,public sidewalk does not exist on Illinois Route 47 in the general vicinity of the subject property and the undersigned, as the owner, has requested the United City of Yorkville that it be permitted to defer the installation of the sidewalks; and WHEREAS, the Untied City of Yorkville has agreed to allow Owner/Developer to delay and defer the installation of this sidewalk on the Property in further accordance with the provisions of this Covenant. NOW, THEREFORE, the undersigned MAMA olt✓k� do herewith covenant and agree with the United City of Yorkville that, in consideration of the City issuing the Building pen-nit for the commercial building located on the real property described in Exhibit "A", that the undersigned, or their heirs, successors or assigns, shall cause sidewalks to be installed along the frontage of the Property along Illinois Route 47 in accordance with the Ordinances and guidelines of the United City of Yorkville, then in effect, regulating the installation of sidewalks, upon the happening of the first of the following events: (a) when sidewalks are extended along; Illinois Route 47 by others to the edge of the subject property or(b) prior to the Property being sold or(c) within six (6) months written request by the United City of Yorkville for the installation of sidewalks. This Covenant shall run with the land and shall he binding upon and shall be obligatory upon the undersigned Owners, and their heirs, successors and assigns. IN WITNESS WHEREOF, the undersigned have executed this Covenant this �$r day of 2006- OWNER/DEVELOPER: Owner APPROVED and ACCEPTED UNITED CITY OF YORKVILLE By: City Administrator A, EXHIBIT `A' LEGAL DESCRIPTION OF PARCEL ONE: That part of the Southeast Quarter of Section 32, Township 37 North,Range 7 East of the Third Principal Meridian described as follows: Commencing at the point of intersection of the Southwesterly Line of the Right-of-Way of Illinois State Route No. 126 with the Easterly Line of the Right-of-Way of Illinois State Route No.47; thence Southerly, along.said Easterly Line, Line with the South Line of said Quarter; thence North 89°1851" East;parallel with the North Line of Lot 21 in"Miller Subdivision,Yorkville, Kendall County, Illinois", 155.87 feet to the place of beginning of the Parcel herein described; continuing thence East, along the extension of the last described line, 318.65 feet to said Southwesterly Line; thence North 57°34'51" West, along said Southwesterly Line, 345.78 feet; thence Southwesterly,along a line forming an included angle of 66°58'22" with the last described course, 191.09 feet to the place of beginning in Yorkville,Kendall County,Illinois. LEGAL DESCRIPTION OF PARCEL TWO: That part of the Southeast Quarter of Section 32, Township 37 North,Range 7 East of the Third Principal Meridian described as follows: Commencing at the Northwest Comer of Lot 21, "Miller Subdivision, Yorkville, Kendall County,Illinois"; thence South 89°18'51"West, along the Northerly Line of said Lot 21 extended Westerly, 519.21 feet to the Easterly Right-of-Way Line of Illinois State Route No. 47; thence Northerly, along said Easterly Right-of-Way Line,being along a curve to the right having a radius of 2873.49 feet, 204.10.feet for the point of beginning; thence North 89°18'51" East, 415.19 feet; thence South 00 141'09" East, 100.0 feet; thence South 89°18'51" West,437.52 feet to said Easterly Right-of-Way Line; thence Northerly, along said Easterly Right-of-Way Line, 102.47 feet to the point of beginning(EXCEPT that part conveyed to the State of Illinois Department of Transportation by Warranty Deed recorded June 14, 1990 as Document 90-3800) in the United City of the Village of Yorkville,Kendall County, Illinois. ♦,��D C/T y Reviewed By: J� �.e► Legal ❑ City Council Finance ❑ EW. , � ,-�_:.183s Engineer Agenda Item Tracking Number City Administrator ❑ P�`1 Consultant ❑ ' �� <LE ��'�• City Council Agenda Item Summary Memo Title: Grande Reserve Regional Park—Letter of Credit Reduction#1 City Council/COW/Committee Agenda Date: PW 2/6/06 Synopsis: This reduction request is for earthwork& erosion control. Recommend a reduction of$452,836.50. Remaining amount in LOC would be$71,500.50. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road Esr `E s3s Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 <LE Date: January 30, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer �..i CC: Liz D'Anna, Administrative Assistant Subject: Grande Reserve Regional Park—Letter of Credit Reduction No. 1 Attached find a request from the developer's consulting engineer to reduce the letter of credit for the earthwork at the regional park. I have reviewed the request and concur with the amount of work completed to date. There is a difference,however, in the amount of the requested and recommended reductions. The difference is due to their engineer's basing the remaining percentage on the amount of the letter of credit,rather than on the engineer's estimate. Attached find a spreadsheet showing how the proposed reduction was calculated. I recommend that LaSalle Bank Letter of Credit No. S582610 be reduced by the amount of$452,836.50. The amount remaining in the letter of credit would be $71,500.50. Please place this item on the Public Works Committee agenda of February 6, 2006 for consideration. 30-Jan-06 Letter of Credit/Bond Reduction Subdivision: Grande Reserve- Regional Park Mass Grading and Erosion/Sediment Control Theoretical Actual Approved Letter of Credit Letter of Credit Substantially complete Amount of Remaining Item Eng. Est. Amount Amount prior to Red. #1 Reduction #1 Amount Earthwork $440,140.00 $484,154.00 $484,154.00 $440,140.00 $418,133.00 $66,021.00 Storm Sewer $36.530.00 $40.183.00 $40.183.00 $36.530.00 $34.703.50 $5,479.50 Totals $476,670.00 $524,337.00 $524,337.00 $476,670.00 $452,836.50 $71,500.50 Notes: 1) LOC/Bond amt.to be 15%of subsantially completed items plus 110%of uncompleted items. JMME COWHEY I 00 GUDMUNDSON 4880 LEDER, LTD. File E2807.52—702 January 6, 2006 Mr. Joe Wywrot United City of Yorkville 800 Game Farm Rd. Yorkville, IL 60560 Re: Grande Reserve Regional Park Letter of Credit#S 582610 Reduction Request Dear Joe: This is a request for a Letter of Credit Reduction for MPI-2 Yorkville Central LLC. The estimate is based on all improvements being completed, leaving only the 15% retaina.ge until acceptance. Please contact me with any questions at 630/438-6244. Sincerely, COrWHEY GUDMUNDSON LEDER, LTD. Bnan R. Urban, P.E. Cc: Laurie Parzyszek—PDG W/1 copy FAcadd\2807 52\702\Let Joe Wywrot 010808 DOC CONSULTING ENGINEERS ■ -LAND SURVEYORS ■ NATURAL RESOURCES 300 PARK BOULEVARD, SUITE 205, ITASCA, IL 60143 630.250.9595 F/630.250.9644 WWW.CGL-LTD.COM COWHEY GUMUNDSON CONSULTING ENGINEERS • LAND SURVEYORS • NATURAL RESOURCES 300 Park Boulevard Suite 205 Itasca, Illinois 60143 Phone(630)250-9595 Fax(630)250-9644 Email:INFO @cgl-Itd.com Website:http:/Avww.cgl-ltd.com ENGINEERS OPINION OF LETTER OF CREDIT REDUCTION No. 1 FOR GRANDE RESERVE-REGIONAL PARK MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON EROSION CONTROL PLAN DATED 04120105) FILE:2807.52_LETTER_OF_CR E D 17_010406 DATE:010406 ORIGINAL LETTER OF ESTIMATE OF WORK CREDITAMOUNTS COMPLETED TO DATE ESTIMATED ESTIMATED ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION QUANTITY UNIT EXTENSION 1. SITE CLEARING&GRUBBING INCL.DISPOSAL OFFSITE 1 L.S. 5,000.00 5,000.00 1 L.S. 5,000.00 2. TOPSOIL EXCAVATION&PLACEMENT 21,000 C.Y. 1.80 37,800.00 21,000 C.Y. 37,800.00 3. TOPSOIL IMPORT&PLACEMENT 18,400 C.Y. 3.60 66,240.00 18,400 C.Y. 66,240.00 4. PLACEMENT 65,400 C.Y. 2.00 130,800.00 65,400 C.Y. 130,800.00 5. CLAY EXCAVATION &PLACEMENT 5,700 C.Y. 2.00 11,400.00 5,700 C.Y. 11,400.00 6. CLAY EXCAVATION&OFFSITE DISPOSAL 10,600 C.Y. 4.00 42,400.00 10,600 C.Y. 42,400.00 7. TOPSOIL RESPREAD 21,000 C.Y. 1.95 40,950.00 21,000 C.Y. 40,950.00 8. SEEDING 26 AC. 1,200.00 31,200.00 26 AC. 31,200.00 9. CONSTRUCTION ENTRANCE 1 EA. 1,850.00 1,850.00 1 EA. 1,850.00 10, EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE,ETC. 1 L.S. 5,000.00 5,000.00 1 L.S. 5,000.00 11. SILT FENCE 50,000 L.F. 1.35 67,500.00 50,000 L.F. 67,500.00 TOTAL EXCAVATION&GRADING $ 440,140.00 $ 440,140.00 B.STORM SEWER 1. 48"CATCH BASIN W/FRAME&GRATE 2 EA. 1,300.00 2,600.00 2 EA. 2,600.00 2. 60"MANHOLE W/FRAME&LID 1 EA. 1,500.00 1,500.00 1 EA. 1,500.00 3. 72"CATCH BASIN W/FRAME&LID 1 E.A. 3,500.00 3,500.00 1 E.A. 3,500.00 4. 12"NEENANA R-5050-FF12 FLAPGAGE 2 EA. 500.00 1,000.00 2 EA. 1,000.00 5. 30"NEENAH R-5050-SF30 1 EA. 750.00 750.00 1 EA. 750.00 6. 30"RCP FLARED END SECTION W/GRATE 1 EA. 1,150.00 1,150.00 1 EA. 1,150.00 7. 12"DUCTILE IRON PIPE 114 L.F. 35.00 3,990.00 114 L.F. 3,990.00 8. 30"RCP CL III OR IV 580 L.F. 38.00 22,040.00 580 L.F. 22,040.00 TOTAL STORM SEWER $ 36,530.00 $ 36,530.00 2807.52-letter-of credit 010406.XLS SUMMARY ORIGINAL LETTER OF ESTIMATE OF WORK CREDIT AMOUNT COMPLETED TO DATE A. EXCAVATION&GRADING 440,140.00 -440,140.00 B.STORM SEWER 36,530.00 36,530.00 TOTAL OPINION OF CONSTRUCTION COST $ 476,670.00 $ 476,670.00 ADD 10%FOR LETTER OF CREDIT/BOND $ 47,667.00 $ 47,667.00 TOTAL AMOUNT OF LETTER OF CREDIT/BOND $ 524,337.00 $ 524,337.00 LESS 15%RETAINAGE $ (78,650.55) TOTAL AMOUNT OF LETTER OF CREDIT/BOND REDUCTION $ 445,686.45 AMOUNT OF LETTER OF CREDIT/BOND TO REMAIN $ 78,650.55 NOTE: THIS ENGINEER'S OPINION OF PROBABLE COST HAS BEEN PREPARED BASED UPON THE ENGINEER'S EXPERIENCE AS A DESIGN PROFESSIONAL AND IS FURNISHED FOR INFORMATION ONLY. IT DOES NOT CONSTITUTE A GUARANTEE OF ACTUAL CONSTRUCTION COSTS. F:\cadd\2807.07\400\2807NH7PREL.XLS PAGE 1 1/412006 N ♦,��0 c1 p. Reviewed By: J� D� Leal ❑ City Council Esr. s3c Finance ❑ Engineer ❑ City Administrator El Agej a Item Tracking Number �O Consultant ❑ '` � <LE ❑ City Council Agenda Item Summary Memo Title: Parkway tree removal request City Council/COW/Committee Agenda Date: PW February 6, 2006 Synopsis: Resident request to remove parkway tree Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: January 31, 2006 Dear: City of Yorkville I have an 18in soft Maple tree growing over my sewer line in the parkway. I just cleaned the roots out of it, and this is the second time in two years. In order to replace the four- inch clay tile with plastic pipe the tree will be removed. If the tree was down I do not think the tile would need to be replaced. I also live in the downtown TIF district and my home will most likely be a future tear down and the four-inch sewer will be abandoned. Will the City consider removing this tree? Sincerely, Darrell Busch 207 West Van Emmon 630-553-7516 Reviewed By: ,2 p� Legal ❑ City Council EST. 1636 Finance ❑ `+�`�ob 1 En `R, �eer D Agenda Item Tracking Number City Administrator ❑ �I �O Consultant ❑ City Council Agenda Item Summary Memo Title: River's Edge Subdivision—Offsite Watermain Recapture City Council/COW/Committee Agenda Date: PW 2/6/06 Synopsis: The city is obligated to establish a watermain recapture for River's Edge. Two alternates are proposed for discussion purposes. 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 CIr c United City of Yorkville Memo 800 Game Farm Road ESL , _ .. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 o Fax: 630-553-3436 SCE, `Vv Date: January 31, 2006 To: John Crois, Interim City Administrator ' From: Joe W Ywr of City Engine 'r �J �- CC: Travis Miller, Community Deve opment Director John Wyeth, City Attorney Liz D'Anna,Administrative Assistant Subject: River's Edge Subdivision—Offsite Watermain Recapture Attached find correspondence related to the proposed River's Edge Watermain recapture agreement. We have reviewed the cost of the watermain,which extends along Fox Road from approximately White Oak Way to the western edge of the River's Edge subdivision. The cost of the watermain is $170,000. Since there will be a pressure zone boundary generally along Fox Road, I divided the recapture area up into three separate areas,two of which are in the same pressure zone as River's Edge, and one that is in the higher zone. The recapture area in the same pressure zone totals approximately 93 acres, and the recapture area in the higher zone totals approximately 139 acres. Assuming that the area in the higher zone realizes a smaller benefit, since it will not directly connect to the watermain but only receive that water through a future booster station,I assigned a benefit ratio of 50%to the area in the higher zone. Recapture Rate"A",therefore,would be twice as much as Recapture Rate`B". Based on the spreadsheet, Recapture Rate"A"would be$1050/acre, and Recapture Rate "B"would be$530/acre. We may also want to make the recapture simpler by stating that the recapture rate is the same for all of the areas identified. That would make the rate $740/acre. Please place this item on the Public Works Committee agenda of February 6, 2006 for discussion. River's Edge Watermain Recapture-Alt. #1 31-Jan-06 Total Recapture Amount= $170,000 Recapture Zone Area(acres) Benefit Ratio Benefit Amount Recapture Amt./Acre A 93 100% $97,292 $1,046.15 B 139 50% $72,708 $523.08 Totals 232 $170,000 River's Edge Watermain Recapture-Alt.#2 Total Recapture Amount= $170,000 Recapture Zone Area(acres) Benefit Ratio Benefit Amount Recapture Amt./Acre A 93 100% $68,147 $732.76 B 139 100% $101,853 $732.76 Totals 232 $170,000 7.�.■w i 1 iiii n 1 I m u=7 j'!I=IR I::-- ', � ,��'11'/�IIII' — / �Allu. �u I I:::■ � 111111!� �� ... � lunn►Illnip� • � r�gpgl�,� ��•J��I�� — _r.,l I�I�IIl111! :III u�u► �' / ' i.r111U► `.��r1 I1111::i■■ii i ')17._►j=��i=•�`.. �. '�-�� Ill ■.. :�111/1�` � /r��u��w a ni- „_._� i i :��:III � .,,, „_ :.:.•.,_ �►��•.�� .1111�1111.�1111-,,,,,,,,� i�,;;..11.. 1 =�• ; - � �..;••, �i.��,,�•- ,��. �,:C-=—5:1 1'lll�_�■►11111, IR P!� • ♦�Q°��..� II111.:�p�:Illlll��i fill ,.0 1i•� •• i,U�/ ��%►�,, r:°�=�?iii iii Vii■C�j►� %'!%%IIIIIIIIIII►�,: uui►► as H!IIIIIIIIU ICI► I�q/ M.- ///'. ..%//�/� X1111111 1 =i��\►.�� JOIN J01 gas �,1,, I ' %„ i'� � �i►� i:III� rtf•.'I:j♦�-"�, ► ' MAI �� • `��Iii1 inaulq • ��i • �111TI11111� �� ` • �1;��,��i i iii—\\• 1 � , 7�i�-, Ago River's Edge Watermain Recapture Area �` :��I��,,•. ' ��1■ Scate, 1 in = 1000 Recapture Rate 'A' Recapture Rate 'B' Pressure Zone Boundary ,1 V W4 THE WINDHAM GROUP BUILDERS AND DEVELOPERS April 28,2005 Joe Wywrot United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 RE: River's Edge—Watermain Recapture As-per your calculations: Balance Due to S&K Development $169,784.16 Alternate/Balance Due to S&K Development $126,928.56 Considering White Oak/Difference to S&K Development $ 42,855.16 S&K should not have to absorb the entire difference. We feel,it would be fair to again spread it over the balance of the properties benefiting from the improvements. Therefore,we would like you to consider the following: I, White Oak Frontage 1,704 LF 2,River's Edge 1,207 LF1 .Balance of Frontage 5,074 LF TOTAL x# 23 6,254 LF $42,855.16 /6,254' = $6.85 per foot River's Edge Portion (1,207' x 6.85 = $8,267.95) Summary $169,784.16 $ 8,267.95 $161,516.21 Balance Due to S&K Development 586 KELLY AVENUE, YORKVILLE, ILLINOIS 60560 TELEPHONE: 630-553-30.24 • FAH: 630-553-2636 APR-25-2005 17:45 FROM:UNITF- CITY OF YORKU 553-3436 D:5532636 P:2/2 APR-21-05 THU 08:46 AM WINDHAM HOMES INC, FAX NO. 1 630 553 2636 P. 03 .River's Edge.-Waterroain Extension Recapture Calculations I 1. Total Length of Fox Road Watcrmain LLstallation......................................40951,F 45}•.40.4" (East 1"]Ie of Whi to 03k-s to West lime of liver's Edge) 2. Total length of frontage area(Both sides of Fox Road)that would have � it a, Access to make connection to to 12"WM(For the same distance)...•........altmu 3. WKcrtziaia Lxteasion by S&K Development,Fast line of White Oaks to Last line OfRivcr's FAgc(aa p(z Farnsworth Estimate)..........................2855 LF $ 127,264.75 4. W:1te"Iti n Extension by S&K Dovelopment(across River's Edge project site as perFamswoeth Eslimata).................. 1224 LF $ 66,376.40 5. Sitc RestOMHOn(not included on Famworth Estimate work completed) $ 6500.00 a 6. Total Amount of Watermaic Extetsion $200,141.15✓ 7. Cost per lineal foot al Properties affected.................................................... I,F ($200,141.15 divided by++%LF) '7958 #4%,95S,6° Whiter Oaks (fror►tageto Watermain)..............j?°� . ELF Zs•�S 130 3rs6.u S g (frontage ' ) .a7' Aft $ I .07 Rivcr'g Edge fron �C to WritcrmAin .............L;F,.. !!.+204 LF 2 33 $ 30,0 .39 BIZ b�9iz•"> Other Properites(frontage to Watermatn)........:rr.°yy. LF 3 $ 15 3 .75 �2'ni t't4:7o��l.se� Deduct 50%Recapture $200,140.21, ( for River es Edge),,.................�,.......- Sub-Total............................. $ 185 .25 Total Due........................... $ I 5,1 5.25 Swmnary of Aria Affected 79458' ktf ft. Total frontage 1'704` - r7%. ft. White Oaks t;+=S -,a b+zl V1a7 6P194ti;. River'$ Use 46*ae S044-j' (-,+141 Balance of Frontago C+bar.ec� 4� �l,:cu ♦,��D C/r y Reviewed By: J Legal ❑ City Council EST. 1 leas Finance ❑ Engineer 21 16 �� City Administrator ❑ Agenda Item Tracking Number =O Consultant ❑ Pi/4 dcc(fi - 5� CLE `vim ❑ City Council Agenda Item Summary Memo Title: Hamman Property Stormwater Feasibility Study City Council/ COW/Committee Agenda Date: PW 2/6/06 Synopsis: This proposal from EEI is to study the feasibility of an infiltration basin on the Hamman property, as well as a storm sewer outfall route along McHugh Road. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Co.o United City of Yorkville Memo -0 800 Game Farm Road EST 1 1836 Yorkville, Illinois 60560 -c Telephone: 630-553-8545 O y Fax: 630-553-3436 <LE ,vv Date: February 1, 2006 To: John Crois, Interim City Administrator\ From: Joe Wywrot, City Engineer U CC: Travis Miller, Community Development irector John Wyeth, City Attorney Liz D'Anna,;Administrative Assistant Subject: Hamman Property Stormwater Feasibility Study Attached find one copy of a proposal from Engineering Enterprises to evaluate the feasibility of creating an infiltration basin on the Hamman property near Route 34 and Countryside Parkway. The proposal also includes evaluation of a storm sewer outfall along McHugh Road. We have discussed the possibility of creating a infiltration basin for some time on the Hamman property. These types of basins are environmentally beneficial because they recharge groundwater and don't contribute to offsite flooding. Infiltration basins are prone to clogging,however, and for this reason standard practice is to provide an outlet storm sewer. The proposed study will assess the possibility and practicality of creating an infiltration basin, as well as recommending design parameters if such a basin is to be constructed. The proposal includes an item called"soil testing", which is actually for pumping tests to determine the ability of the soil at this site to conduct water. The proposal also includes evaluation of a storm sewer outfall along McHugh Road, which would ultimately reach the Fox River at Gawne Lane where we already have a storm sewer outfall. Previous research by IDOT indicates the presence of wetlands along the Fox River bluffs near the Hamman property, making an outfall at that location impossible. A McHugh outfall avoids the wetlands, and would also provide an outfall for IDOT's Route 34 stormwater, which hopefully would be routed through the Hamman pond before infiltration and/or discharge. The proposal is for an amount of$39,800. Paragraph 2.B.viii of the Hamman annexation agreement states that the city will reimburse Don Hamman for the construction of the storm sewer through sales tax revenues generated by his property. Paragraph G states that the city will cooperate with Don to acquire permits for construction. Since this study is a necessary step towards permitting and eventual construction of the storm sewer, I believe that Don Hamman is obligated to fund this study,with the city eventually reimbursing him. John Wyeth should review the agreement and offer his opinion on this matter. Please place this item on the Public Works Committee agenda of February 6, 2006 for consideration. 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eelweb.com Engineering Enterprises, January 31, 2006 Inc. Mr.Joe Wywrot, P.E. City Engineer 800 Game Farm Road Yorkville, IL 60560 Re: Hamman Property Stormwater Feasibility Study Infiltration Basin and McHugh Road Outfall Sewer United City of Yorkville, Kendall Co., IL Dear Mr. Wywrot: In accordance with your request, please find attached an agreement for consulting engineering services to evaluate options and methods of stormwater management on the Hamman property in anticipation of commercial and residential development. The study will evaluate the feasibility of converting basins created from mining operations into stormwater infiltration basins. Best Management Practices (BMP's)focusing on maintenance of groundwater quality will be recommended for incorporation into the stormwater design. Additionally, the McHugh Road corridor will be evaluated as a possible outfall storm sewer route for conveyance of stormwater from the Hamman property to the Fox River. The development of an overall stormwater plan for this area will look at the possibility of providing an outfall for the proposed I.D.O.T. improvement of U.S. Route 34. We propose to provide our services to the City on an hourly basis. We estimate our total fees for the proposed study period to be approximately$39,800. If you have any other questions or comments, please do not hesitate to call. Respectfully Submitted, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager WED/wed Encl. PC: Mayor Art Prochaska Mr. Eric Dhuse—Director of Public Works Mr. John Wyeth—City Attorney Ms. Liz D'Anna—Administrative Assistant(w/2 originals) JKM, JWF,JTW,TNP, DMT—EEI `G:\Public\Yorkville\2006\Y00602 Hamman Property-Stortnwater Feasibility Study\ProposaPLwywrotol.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying PAGE 1 OF 2 UNITED CITY OF YORKVILLE AGREEMENT FOR CONSULTING ENGINEERING SERVICES FOR . THE HAMMAN PROPERTY STORMWATER FEASIBILITY STUDY UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS This Agreement, made this day of , 2006 by and between the United City of Yorkville, Kendall County, Illinois, a municipal corporation of the State of Illinois (hereinafter referred to as the "CITY") and Engineering Enterprises, Inc. of 52 Wheeler Road, Sugar Grove, Illinois, 60554 (hereinafter referred to as the"ENGINEER"). In consideration of the mutual covenants and agreements contained in this Agreement, the CITY and the ENGINEER agree, covenant and bind themselves as follows: 1. Services: The ENGINEER agrees to perform for the CITY the necessary engineering services to complete the Harriman Property Stormwater Feasibility Study (see Exhibit A for Study Area) in accordance with the Work Items outlined in the attached Exhibit B. 2. Direction: The Mayor, or his written designee, shall act as the CITY'S representative with respect to the Services to be provided by the ENGINEER under this Agreement and shall transmit instructions and receive information with respect to the Consulting Engineering Services. 3. Compensation: The CITY agrees to pay the ENGINEER for providing the Services set forth herein as specified on the ENGINEER'S approved Standard Schedule of Charges and the Personnel, Positions and Classifications for the various classifications of employees performing the work on the project. Total compensation for this Agreement shall be at an Hourly Rate. Based on the information currently known about the project, the ENGINEER estimates his fees to be approximately $39,800. The ENGINEER'S attached 2005 Standard Schedule of Charges shall be used as the basis of this contract. If, in the future, the CITY approves a revised Standard Schedule of Charges, then work conducted on or beyond the effective date of the new Standard Schedule of Charges shall be billed on the basis of the then effective Standard Schedule of Charges. 4. Term: The ENGINEER will deliver a Draft Report within 90 days of the execution of this Agreement. Following completion of review by the City and other interested parties the ENGINEER will deliver a Final Report within 30 days. The term of this Agreement shall be active through December 31, 2006, unless otherwise extended through written confirmation by both parties. 5. Payment: Engineer shall invoice the CITY on a monthly basis for Services performed and any costs and expenses incurred during the previous thirty (30) day period. The CITY shall pay the ENGINEER within thirty (30) days of receipt of said invoice. 6. Termination: This Agreement may be terminated upon fourteen (14) days written notice of either party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation calculated as described in paragraph 3 for all costs incurred through the date of termination. PAGE 2 OF 2 UNITED CITY OF YORKVILLE 7. Documents: All related writings, notes, documents, information, files, etc., created, compiled, prepared and/or obtained by the ENGINEER on behalf of the CITY for the Services provided herein shall be used solely for the intended project. 8. Notices: All notices given pursuant to this Agreement shall be sent Certified Mail, postage prepaid, to the parties at the following addresses: The CITY: The ENGINEER: United City of Yorkville Engineering Enterprises, Inc. 800 Game Farm Road 52 Wheeler Road Yorkville, IL 60560 Sugar Grove, IL 60554 Attn: Mayor Arthur F. Prochaska, Jr. Attn: Jeffrey W. Freeman, P.E. 9. Waiver: The failure of either party hereto, at any time, to insist upon performance or observation of any term, covenant, agreement or condition contained herein shall not in any manner be constructed as a waiver of any right to enforce any term, covenant, agreement or condition hereto contained. 10. Amendment: No purported oral amendment, change or alteration hereto shall be allowed. Any amendment hereto shall be in writing by the governing body of the CITY and signed by the ENGINEER. 11. Succession: This Agreement shall ensure to the benefit of the parties hereto, their heirs, successors and assigns. IN WITNESS WHEREOF, we have hereunto signed our names the day and year first above written. UNITED CITY OF YORKVILLE: ENGINEERING ENTERPRISES, INC.: Q'411, W" Mayor 'ce d nt. ATTEST: ATTEST: zz City Clerk Senior Project Manager GAPubl1c\Yorkville\2006\Y00602 Hamman Property-Stormwater Feasibility Study\ProposaMgreement.doc N 2000' 0' 2000' 4000' SCALE FEET J ! 'U _ _.T� • �'{ •�� r t ,\ `fit `� \\ I + O AUTII�AlJ/CREEK N` \\ \ , '�:•�{('+rl/. {,j`Ci •__ ....._ ( C— -STUPY AREA \ I i f R \j 0 r fV to � '.� .,.C.r•�F: .-..-j.1,i : 'f- '�-.. t,� ''M1 _t t. ��' --- t; `,(/: w` r.. -,.C.,i Q {-ti-� '' .�,�., .7 ,__ -..�: ;fix, -ia .fei=i.!, �` ,C." 7 i,:' `—__— �`i •`�� '�r! ( % r ;�,. r.�+.�. CID -t O O O 0 i COPYRIGHT©2006 ENGINEERING ENTERPRISES, INC. 0 :` ' " Engineering Enterprises,Inc. HAMMAN PROPERTY PROD JANUARY, 605 O Consulting Engineers STORMWATER FEASIBILITY STUDY PROJ. N0. Y00602 9 9 FILE NO. Y0060013 52 Wheeler Road UNITED CITY OF YORKVILLE a Sugar Grove, Illinois 60554 630/466-9350 KENDALL COUNTY, ILLINOIS EXHIBIT A Y N a H ENGINEERING ENTERPRISES,INC. DATE:1/31/2006 SUGAR GROVE,ILLINOIS BY:WED TABLE NO.1 PROJECT TRACKING WORKSHEET FOR PROFESSIONAL ENGINEERING SERVICES HAMMAN PROPERTY STORMWATER FEASIBILITY STUDY SITE EVALUATION FOR STORMWATER INFILTRATION BASIN&MCHUGH ROAD OUTFALL SEWER J.>,.. ,.. Y 1,,',, - ...:..:. ".4 :.,.. .i :',,v;.,,:, ...1.111,21,„:,::':\!: ,. .., ,.. ,..a..,.» ,:. -.._. ,.. .. .r.K.. h..,. ,, <.. :, , +. o:.... � aCn ,A.i .. ..._. ,, .:n. • }:.. y.7,,,.).'; ?5 ::-d',.0„Vfi': .. ,. ,.....3.. ,rac,.. i..a�.�,.. ca. �. .x 1l � ..:w 'S:.70. +. - .Y+.'#k.,.,.... t . .�. x.:.tw +'si s...,-S t. .. .s Az' tN�x,.: S}..:t t A ..x�'''� S a ....3. � ,. , a::':fi:.v ?r:� ..'3!. .e ..t.„;t S.., . {,.. !U , °da a .. ¢ .re ., k�, ?fww,r1 r��,; .jJpL �., ��n,. >.... .,. � �I �j,s'#.., 'X. t..<1. �i'a,,:; k=�a„ �� : e .. a1. ,� - 8 F k:r. nnx t ,+r z '^w.. Ah•-'. ..�t 1 t.�H, ,l.a �2».. .� W f., ikt�5,, ,.:,<.�>u. _ ,r a- ,.- a... . , �� ,. a e,e< �,F. _ f �_ .5 ® zl'c s�:e' ,. :§ :.1�� ,- a �„ -x,.. tia r,, "¢ .� z i, ”. a'* ,.av' , a a: a1. ,.,,, �. .!'.: �e ,�,as....ar 1. ,... >� � ,...:r, 1<.. xr �. ........ "'�.... .... q.,�pr x �r.� 1 .. �..- :e-":. � } , .,.,.. ,'Y, .....0'3� .Wt ...� M../e. •.5.:ay± ;{��a ��' ? : . " �-.l i .. 1: ,.,�., • DM U'.:i ttaE”{....:'p 1`"�1£.5�.:. ,.1 l^.' ,k a�a,-.: ,�.,- �� a -er. ., a . -. ,,c. -,` 04 zr, ,- �,.,a .r. t ,� z ,.,.. _ a �. " . ,��-,(�„'E. ". y��,y,ka .. ... ,..1.. .t ..,�,. k'- ,. � �4��. ,..�.-,.,;�>a a.�� .,. ..�t�r c&a�a ,zk�- ^�,.. 9:.t.•, . ,r..: ; - -'e- � , ;;r y-�^r �` : c pn >:�C3� � lai ' l L*YS ¢� r „'' t , I�i71R tIj 'e . gbxds L, woL loft i x: 'F t l 1 Site Topography 1 3 32 32 68 $5,784 2 Data Collection and Review 2 2 9 1 8 8 30 $2,844 3 Soils Testing and Analysis 2 2 27 31 $3,234 4 Design Infiltration Rate Calculation 1 1 9 11 $1,158 5 Conceptual Site Plan&Storm Sewer Route 1 4 2 18 18 18 9 70 $6,972 6 Typical Details 1 1 9 9 9 29 $2,913 7 Reporting and Opinion of Probable Cost 1 4 1 27 _ 8 41 $4,038 8 Meetings and Presentations 4 6 6 6 22 $2,604 MAN-HOUR TOTAL: 6 20 15 106 0 27 27 9 4 40 40 8 302 $29,547 'r •r•A a :' s z �t 1 e t¢a ,n p o.,, , F:` 1 1 ,'.1'. , l't e w,a riF"\ 1 , • ge::: i n .1, 3: Y&a4,,.�s .. t�`i vd�. ..-!..� � :r� ..�� •4 -., 'ta,.y �; .5 , '�7h. . ,�a3571. ..,�... ya.�:emC:+.i.R� ��? s:lr: � a ,ik� k a '(.' n , ,. ,. �._... .{a. aeua:},v..rPrincipal Engineer E-3 6 hours ® $138 per hour= $828 $253 Senior Project Manager E-2 20 hours @ $126 per hour= $2,520 Other• $0 Project Manager E-1 15 hours ® $114 per hour= $1,710 DIRECT EXPENSES= $253 Senior Project Engineer/Surveyor P-5 110 hours $102 per hour= $11,220 v .. 1, .i \o[111E t=n "rig} iLI; Project Engineer/Surveyor P-4 0 hours ® $93 per hour= $0 E"_ -_„�-�,�„j ,s;�-�`�,;, 4i Senior Engineer/Surveyor P-3 40 hours @ $84 per hour= $3,360 ECIIZKCThIIIIIIIIIIIIIIIIIII .10,000 i Engineer/Surveyor P-2 0 hours 0 $75 per hour= $0 SUBCONSULTANT COSTS= $10 000 Associate Engineer/Surveyor P-1 0 hours 0 $66 per hour= $0 GIS Projects Manager P-5 27 hours ® $102 per hour= $2,754tlf:-..1:211' ,..:SZ!::.M.tni.+,1;f,'AZ9,.'li-firM f ? fx Senior Project Technician T-5 27 hours ® $93 per hour= $2,511 111111111111MIS $15,870 Project Technician T-4 49 hours @ $84 per hour= $4,116 Draftln. Ex.enses= $6 021 Senior Technician T-3 0 hours @ $75 per hour= $0 Surve in. .enses= $7 128 Technician T-2 0 hours ® $66 per hour= $0 Administrative E..enses= $528 Associate Technician T-1 0 hours @ $57 per hour= $0 TOTAL LABOR EXPENSES= $29 547 Secretary A-3 8 hours 0 $66 per hour= $528 HOURLY TOTAL= 302 TOTAL EEI LABOR= $29,547 1 TOTAL CONTRACT COST= $39,8001 0:\Publb\YorkWle\2000\Y00002 Hammen Property•Stormweter Feasibility Study\En5Vee.ummarysd. Final EXHIBIT B: WORK ITEMS FOR HAMMAN PROPERTY STORMWATER FEASIBILITY STUDY SITE EVALUATION FOR STORMWATER INFILTRATION BASIN & MCHUGH ROAD OUTFALL SEWER United City of Yorkville, Kendall County, Illinois I. Site Topography A. Field survey of site topography (Hamman Property) B. Field Survey of McHugh Road (Fox River to North of Route 34) C. Field locate soil boring/testing locations 11. Data Collection and Review A. Collect and review available public records i. Topography, soils, groundwater, bedrock, etc. ii. Preliminary Route 34 Plans by IDOT iii. Existing Subdivision plans along McHugh Road B. Identify special management areas i. Floodplain, wetlands, hydric soils, etc. III. Soils Testing and Analysis A. Soil borings L Infiltration Capacity ii. Depth to groundwater/ bedrock B. Mounding potential C. Monitoring wells (depth and direction of flow) D. Soils report analysis E. Soil horizon profile development IV. Design Infiltration Rate Calculation A. Determine limiting soil profile B. Evaluate proposed development impacts on groundwater flow C. Calculate design infiltration rate V. Conceptual Site Plan (Stormwater/Infiltration Basin System) VI. Determination/Feasibility of McHugh Road Outfall Storm Sewer VII. Role of Route 34 Stormwater System in the Overall Plan VIII. Typical Details A. Establishment of tributary area BMB design criteria B. Pre-treatment filtering IX. Reporting and Opinions of Probable Cost X. Meetings and Presentations A. Kick-off meeting with City staff B. Presentation to City and interested parties ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL GAPub1ic\Yorkvi11e\2006\YO0602 Harriman Property-Stormwater Feasibility Study\ProposaPExhibit B.doc STANDARD SCHEDULE OF CHARGES January 1, 2005 EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Principal Engineer E-3 $138.00 Senior Project Manager E-2 $126.00 Project Manager E-1 $114.00 Senior Project Engineer/Surveyor P-5 $102.00 Project Engineer/Surveyor P-4 $ 93.00 Senior Engineer/Surveyor P-3 $ 84.00 Engineer/Surveyor P-2 $ 75.00 Associate Engineer/Surveyor P-1 $ 66.00 Senior Project Technician T-5 $ 93.00 Project Technician T-4 $ 84.00 Senior Technician T-3 $ 75.00 Technician T-2 $ 66.00 Associate Technician T-1 $ 57.00 Secretary A-3 $ 66.00 VEHICLES, EQUIPMENT AND REPROGRAPHICS Vehicle for Construction Observation VEH $ 10.00 Global Positioning System Equipment GPS $25.00 Scanning ($1.50 per Sheet) SCA N/A Reproduction ($1.50 per Sheet) REP N/A GAPub1ic\Yorkvi11e\2006\Y00602 Harriman Property-Stormwater Feasibility Study\ProposaNSTADS0105.DOC lq61 `�- `,��D C/rr Reviewed By: Legal ❑ City Council Finance ❑ EST. _ 1836 :�� Engineer 0 City Administrator El Agenda Item Tracking Number Consultant ❑ <LE `vv ❑ City Council Agenda Item Summary Memo Title: Bristol Ridge Road Reconstruction—Change Order#1 City Council/ COW/Committee Agenda Date: PW Committee 2/6/06 Synopsis: This final balancing change order is in the amount of an$82,151.18 decrease. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Cyr o United City of Yorkville Memo J 0 800 Game Farm Road EST. , , x;;1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 0� p Fax: 630-553-3436 <L E Date: February 2, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Liz D'Anna,Administrative Assistant Subject: Bristol Ridge Road Reconstruction-Change Order#1 Attached find one copy of proposed Change Order#1 for the referenced project. This change order, in the amount of an$82,151.18 decrease, is the final balancing change order for this project. The major reason for the decrease in cost was the condition of the roadway subgrade. The required quantity for undercuts is always difficult to estimate. EEI had estimated that around 8600 tons of Porous Granular Embankment would be needed. Only 3000 tons were actually required. I recommend that this change order be approved. Please place this item on the Public Works Committee agenda of February 6, 2006 for consideration. Request for Approval of Change in Plans DATE: 1/13/2006 Request No. 1 (FINAL) PREPARED BY; PROJECT: BRISTOL RIDGE ROAD RECON. MUNICIPALITY: UNITED CITY OF YORKVILLE CONTRACTOR: AURORA BLACKTOP,INC. CONSULTING ENGINEER: ENGINEERING ENTERPRISES,INC. ADDRESS: 800 GAME FARM ROAD YORKVILLE,IL ADDRESS: 1065 SARD AVENUE ADDRESS: 52 WHEELER ROAD COUNTY: KENDALL MONTGOMERY, IL 60538 SUGAR GROVE,IL 60554 SUMMARY OF CONTRACT CHANGES AWARDED MEASURED CHANGEIN ITEM NO. DESCRIPTION UNIT UNIT PRICE QUANTITY QUANTITY QUANTITY ADDITIONS DEDUCTIONS 1 BCSC,SUPERPAVE,MIX"D",N70 TON $ 31.20 2,158.00 2,029.77 -128.23 $4,000.78 2 BCSC,SUPERPAVE,IL-19.0,N70 TON 29.50 11,021.00 11,452.75 431.75 $12,736.63 4 TEMPORARY MAILBOX EACH 250.00 15.00 10.00 -5.00 1,250.00 6 AGG. FOR TEMPORARY ACCESS TON 10.00 1,496.00 762.65 -733.35 7,333.50 8 POROUS GRAN. EMBANKMENT TON 12.40 8,559.00 3,097.25 -5,461.75 67,725.70 9 TRENCH BACKFILL CU.YD. 22.30 831.60 832.00 0.40 8.92 19 SODDING,SALT TOLERANT SQ.YD. 4.90 775.00 700.00 -75.00 367.50 22 TEMP. EROSION CONTROL SEEDING POUND 2.75 1,185.00 0.00 -1,185.00 3,258.75 23 TEMPORARY DITCH CHECKS EACH 100.00 89.00 0.00 -89.00 8,900.00 24 PERIMETER EROSION BARRIER FOOT 2.20 4,500.00 4,715.00 215.00 473.00 25 INLET AND PIPE PROTECTION EACH 125.00 34.00 26.00 -8.00 1,000.00 26 SUB-BASE GRAN.MAT'L,TYPE B TON 10.00 16,512.00 16,073.60 -438.40 4,384.00 27 BIT. MATERIALS(PRIME COAT) GAL 0.75 22,008.00 11,747.86 -10,260.14 7,695.11 28 AGGREGATE(PRIME COAT) TON 10.00 61.00 0.00 -61.00 610.00 29 INCIDENTAL BITUMINOUS SURFACING TON 50.50 152.00 128.11 -23.89 1,206.45 30 PCC SIDEWALK,6" SQ.FT. 4.20 15,408.00 15,239.00 -169.00 709.80 32 CLASS D PATCH,TYPE II,SUPER.,3" SO.YD. 22.50 78.00 100.00 : 22.00 495.00 34 AGGREGATE SHOULDERS,TYPE B TON 13.60 1,967.00 1,686.50 -280.50 3,814.80 35 PIPE CULVERT REMOVAL FOOT 1 8.581 456.001 731,001 275.00 2,359.50 37 PIPE CULVERTS,CL A,TYPE 1 15" FOOT 31.75 1 128.00 152.001 24.00 762.00 44 STORM SEWERS,CL A,TY 1 15" FOOT 31.751 305.001 257.00 -48.00 1,524.00 PAGE 1 TOTALS: $16,835.05 $113,780.38 ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL PAGE 1 OF 3 REQUEST FOR APPROVAL OF CHANGE IN PLANS,CONTINUED BRISTOL RIDGE ROAD RECONSTRUCTION PAGE 2 OF 3 UNITED CITY OF YORKVILLE AWARDED MEASURED CHANGEIN ITEM NO. DESCRIPTION UNIT UNIT PRICE QUANTITY QUANTITY QUANTITY ADDITIONS DEDUCTIONS 48 CB,TY A,5"DIA.,TY 1 FR,CL EACH 1,635.00 1.00 0.00 -1.00 $1,635.00 50 COMB.CONC C&G,TYPE B-6.12 FOOT 13.25 2,135.00 2,108.50 -26.50 351.13 51 COMB.CONC C&G,TYPE B-6.18 FOOT 18.50 40.00 68.00 28.00 $518.00 52 CONCRETE MEDIAN SQ. FT. 7.15 220.00 200.00 -20.00 143.00 53 TRAFFIC CONTROL AND PROT. LSUM 14,585.00 1.00 1.39 0.39 5,688.15 54 SHORT TERM PAVEMENT MKG FOOT 0.35 10,000.00 320.00 9,680.00 3,388.00 55 TEMPORARY PVT MKG-LINE 4" FOOT 0.16 15,000.00 35,416.00 20,416.00 3,266.56 56 WORK ZONE PVT MKG REM. SQ.FT. 1.65 100.00 0.00 -100.00 165.00 57 SIGN PANEL-TYPE 1 SQ.FT. 13.75 191.75 183.75 -8.00 110.00 58 TELESCOPING STEEL SIGN POST FOOT 11.00 408.00 451.50 43.50 478.50 59 THERMO PVT MKG-LET&SYM SQ.FT. 2.75 494.00 535.60 41.60 114.40 60 THERMO PVT MKG-LINE 4" FOOT 0.40 21,124.00 18,978.00 -2,146.00 858.40 61 THERMO PVT MKG-LINE 6" FOOT 0.65 2,604.00 1,745.00 859.00 558.35 62 THERMO PVT MKG-LINE 8" FOOT 0.85. 169.00 1,364.00 1,195.00 1,015.75 63 THERMO PVT MKG-LINE 12" FOOT 1.30 1,284.00 506.00 778.00 1,011.40 64 THERMO PVT MKG-LINE 24" FOOT 2.60 323.00 .194.00 -129.00 335.40 65 RAISED REFL PAVT MARKER EACH 27.90 223.00 202.00 -21.00 585.90 67 CONDUIT IN TRENCH,2" DIA.,PVC FOOT 2.60 349.00 340.00 -9.00 23.40 68 CONDUIT IN TRENCH,4" DIA., PVC FOOT 4.65 295.00 310.00 15.00 69.75 69 TRENCH&BACKFILL FOR ELEC WORK FOOT 3.45 1,634.00 1,412.00 -222.00 765.90 70 ELEC CAB 600V(XLP=TY USE) 1/C#10 FOOT 0.56 1,339.00 1,464.00 125.00 70.00 71 ELEC CAB 600V(XLP=TY USE) 1/C#6 FOOT 0.79 2,678.00 2,928.00 250.00 197.50 75 SYCAMORE,21/2"CAL EACH 480.00 20.00 0.00 -20.00 9,600.00 76 CRIMSON KING NOR. MAPLE,2 1/2"CAL EACH 495.00 20.00 40.00 20.00 9,900.00 80 DAYLILY 1-GAL EACH 17.40 615.00 384.00 -231.00 4,019.40 TOTALS THIS PAGE: 21,316.61 23,550.28 PAGE 1 TOTALS CARRIED FORWARD: .16,835.05 113,780.38 TOTALS THROUGH PAGE 2: 38,153.66 137,330.6.5 ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL PAGE 2 OF 3 REQUEST FOR APPROVAL OF CHANGE IN PLANS,CONTINUED BRISTOL RIDGE ROAD RECONSTRUCTION PAGE 3 OF 3 UNITED CITY OF YORKVILLE ADDITIONS DEDUCTIONS TOTALS CARRIED FORWARD FROM PAGE 2: $ 38,153,661 $137,330.65 Miscellaneous Extra Work Credits Driveway Replacement-3025 Bristol Ridge Road 4,681.32 Additional Ditch Work 6,541.50 Remove and Replace 30"Stop Signs-Change to 36" 600.00 Concrete Median at Kennedy/Bristol Ride Intersection 2,058.00 Install Stop Sign in Concrete Median 295.00 Supplemental Butt Joints 1,625.00 Set Up&Usage of Various Signs for Construction 2005 1,225.00 Total Miscellaneous Extra Work Credits: 17,025.82 $ - Total Additions and Deductions: $ 55,179.48 $ 137,330.65 Net Change: $ 82,151.18 (DEDUCTION) Amount of Original Contract: $1,435,017.09 Amount of Previously Adjusted Contract $1,435,017.09 Amount of Adjusted/Final Contract $1,352,865.91 Total Net Deduction to date $82,151.18 Which is 5.72 % of the Contract Price The nature and reason for the change: Per field conditions and measured quantities. The undersigned has determined that the chan is germane to the original contract as signed. Signed: `` Dater C l v APP_ -'R y'.0 ; Z" e r Project Manager u x Q A ? t g o �R G , Approved: Date: D a.t e:l a2- Title: ENGINEERING ENTERPRISES,INC. SUGAR GROVE, IL PAGE 3 OF 3 0641x7 ♦,`�D C/r� Reviewed By: J2 A 0 Legal ❑ City Council EST. , _ 1836 Finance ❑ Engineer City Administrator Agenda Item Tracking Number ❑ Consultant ❑ W SCE City Council Agenda Item Summary Memo Title: Subdivision Control Ordinance—Proposed Revisions City Council/COW/Committee Agenda Date: PW Committee 2/6/06 Synopsis: Most of the proposed changes are recommendations from Kendall County regarding Stormwater. There are also a few clean-up and miscellaneous items. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road EST 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 o �� ' Fax 630-553-3436 ALE Date: January 31, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer , CC: John Wyeth, City Attorney (� Eric Dhuse,Director of Public Works Bill Dettmer, Code Official Travis Miller, City Planner Liz D'Anna,Administrative Assistant Subject: Subdivision Control Ordinance—Proposed Revisions Attached find correspondence from Kendall County regarding stormwater management. State legislation was recently passed that gives Kendall County the ability to establish countywide stormwater requirements. Over the past year or so the county has analyzed the stormwater requirements of the municipalities within Kendall County in an effort to create uniform standards that could be implemented countywide. The results of their recommendations are attached. These standards are proposed to be enforced by each individual municipality rather than by the county. I concur with Kendall County's proposed standards, and recommend that we modify our subdivision control ordinance and ordinance exhibits accordingly. The recommended changes reflect sound engineering practices. They also promote environmental aspects of stormwater management that are becoming more commonplace as the Illinois EPA's stormwater requirements are implemented. Attached find a spreadsheet listing the proposed standards and how they vary from our current standards. Our proposed wetland protection ordinance has all of the recommended requirements regarding wetlands, and actually goes quite a bit beyond these recommended requirements,but that ordinance has not been adopted yet. Whether direction is given to modify our stormwater standards or not, I also recommend that we make the following changes to the ordinance: • For naturalized stormwater basins or conveyance channels, require a 15-foot wide buffer between the top of the basin embankment or edge of channel and any lot line of a residential property. The buffer shall have a slope no greater than 10:1, and shall be landscaped in a manner mutually agreeable between the developer and the city. • Revise Paragraph 13 on page S-12 of the Standard Specifications for Improvements to state more clearly that the Park Development Standards shall be used for the design of all stormwater basins in town. • One deviation that we should consider from the Park Development Standards is the minimum water surface area of a wet pond. The Park Development Standards require a minimum area of 2 acres, which is not uncommon but may not be possible in smaller developments or practical depending on natural land topography. I recommend that a minimum area of 0.5 acres be established. For comparison purposes,this is the approximate size of the Fox Highlands pond immediately north of Village View Drive. • Incorporate our"night sky"parking light policy standards into the ordinance. The purpose of this standard is to avoid the glare of urbanized commercial districts, and to be able to look up into the sky at night and see the stars. It is a standard that retains quality of life while at the same time providing adequate lighting. We have been largely successful in implementing our policy,but have seen resistance from time to time. Our policy calls for an allowable average lighting intensity range of 2.0-2.5 footcandles,rather than the minimum average of 2.0 footcandles currently called for. The policy also sets maximum values for average-to-minimum and maximum-to-minimum lighting ratios of 6:1 and 20:1. Our current ordinance has no lighting ratio standards. Please place this item on the Public Works Committee agenda of February 6, 2006 for discussion. Proposed Kendall County Stormwater Revisions 31-Jan-06 Proposed Standard Existing Standard Comments 1 Require stormwater quantity reduction by promoting infiltration of runoff Storm Sewer Paragraph#13 has general language promoting Change recommended onsite and reduction of impervious surfaces with language similar to infiltration, disconnection of impervious areas, etc. that proposed by Kendall County(attached) 2 Require stormwater quality requirements with language similar to Storm Sewer Paragraph#13 has general language promoting Change recommended that proposed by Kendall County(attached) stormwater quality. 3 Adopt maximum allowable release rate of 0.10 cfs/acre for all events 2-year rate of 0.04 cfs/acre Change recommended greater than that 2-year storm and up to the 100-year storm. 25-year rate of 0.08 cfs/acre 100-year rate of 0.15 cfs/acre(0.10 cfs/acre for Aux Sable) 4 Require minor drainage systems to convey the 10-year storm. Require minor drainage systems to convey the 10-year storm. No change needed 5 Require runoff hydrograph design methods be used for design of major Does not specify method of design, regardless of property size. Change recommended drainage systems on properties over 10 acres. 6 Require runoff hydrograph design methods be used for design of Allows runoff hydrograph design methods be used for design of Change recommended detention basins on all properties. detention basins properties exceeding 10 acres. 7 Require overland flow paths to pass the 100-year flow at a stage at least Require overland flow paths to pass the 100-year flow at a stage at least Change recommended 2 feet below the lowest structure opening of structure hydraulically 1.5 feet below the lowest structure opening of structure hydraulically to the flow path to the flow path 8 Prohibit detention in floodways Prohibits detention in floodways No change needed 9 Discourage detention being placed on existing streams or waterways Requires detention to operate independently of streams receiving the Change recommended unless a regional benefit is exhibited and existing water quantity & discharge from the basin. Our Compensatory Storage ordinance has quality parameters are not degraded language allowing for lower storage ratios if a regional benefit with respect to stormwater quantity or quality is achieved. 10 Prohibit detention in existing wetlands, unless it is demonstrated that None Change recommended the existing wetland is low in quality and the proposed modification will (Proposed wetland ordinance has this standard.) maintain or improve its habitat and ability to perform beneficial functions 11 Require dedication of a buffer strip at least 25 feet wide around all existing None Change recommended and proposed wetlands (Proposed wetland ordinance has this standard.) 12 Require a pre-sedimentation basin at detention facilities for localizing Soil Erosion &Sediment Control Ordinance requires sedimentation basins. Change recommended sediment deposition and removal (Repeat requirements in Standard Specifications for Improvements.) 13 Promote regional detention practices as an alternative to individual None Change recommended facilities 14 Establish requirements to address upstream flow from areas that do not Storm Sewer Paragraph#14 requires bypass of upstream flows. Change recommended meet ordinance requirements, such as regional detention bypass Encourages bypassing of detention basins. No mention of basin oversizing. 15 Allow for the granting of incentives to promote preservation of natural None Change recommended areas and open space (Transitional neighborhood designations on Comprehensive Plan promote this concept.) Sa STRAND ASSOCIATES, INC.- E N G I N E E R S 1170 South Houbolt Road January 16, 2006 Joliet,IL 60431 Phone:815-744-4200 Fax:815-744-4215 Mr. Joe Wyrot—City Engineer Office Locations United City of Yorkville Madison,WI 800 Game Farm Road Joliet,IL Louisville,KY Yorkville, IL 60560 Lexington,KY Mobile,AL Columbus,IN Re: Stormwater Management Ordinance Lancaster,OH Amendment Recommendations Indianapolis,IN Milwaukee,WI Dear Joe: www.strand.com On behalf of Kendall County, we wish to thank you and the City of Yorkville for participating in compilation of the Kendall County Stormwater Management Matrix. As you may recall, Kendall County has been working to identify the similarities and differences between the various municipal stormwater management ordinances in Kendall County. The results of this comparison were presented in a Stormwater Management Matrix distributed to each of the communities at the Kendall County Mayors and Managers meeting on November 2, 2005. Based on this matrix, we have identified some benchmark standards to be applied throughout the County in both unincorporated and incorporated areas. Some communities have already adopted these standards, other communities would have to make revisions to their ordinances to apply these standards. The purpose of this letter is to request your community revise specific sections of your stormwater management ordinance to apply these benchmark standards. Enclosed is a summary of the benchmark standards to be applied throughout Kendall County. The left-hand column lists the standards and the column under each community indicates the revisions requested for each community. The following specific revisions are requested of the United City of Yorkville: • Require stormwater quantity reduction by promoting infiltration of runoff on site and reduction of impervious surfaces with language similar to the attached language. • Adopt specific water quality requirements with language similar to the attached language. • Prohibit detention in existing wetlands, unless it is demonstrated that the existing wetland is low in quality and the proposed modifications will maintain or improve its habitat and ability to perform beneficial functions. JDM:jr\S:\06\551--600\558\704\wrd\Recommendation Letters\Yorkville.ltr.jw.doc United City of Yorkville STRAND Stormwater Management Ordinance—Amendment Recommendations ASSOCIATES. INC! paQe 2 E N G I N E E R S b January 16, 2006 • Require dedication of a buffer strip at least 25-feet wide around all existing and proposed wetlands. • Require a pre-sedimentation basin at detention facilities for localizing sediment deposition and removal. • Adopt a maximum allowable release rate of 0.10 cfs/acre for all events greater than the 2-year and up to the 100-year storm event. • Require runoff hydrograph design methods be used for design of major drainage systems on properties over 10 acres. • Require runoff hydrograph design methods be used for design of detention basins on all properties. • Require overland flow paths to pass the 100-year flow at a stage of at least two feet below the lowest structure opening of structures hydraulically connected to the flow path. • Discourage detention being placed on existing streams or waterways unless a regional benefit is exhibited and existing water quality and quantity parameters are not degraded. • To promote regionalized detention practices as an alternative to individual facilities. • To establish requirements to address upstream flow from areas that do not meet ordinance requirements, such as regional detention or bypass. • To allow for the granting of incentives to promote preservation of natural areas and open space. Again, thank you for your participation in this effort to create more consistent stormwater management standards throughout Kendall County. It is our hope that this effort will lead to greater water quantity and quality benefits for all of our communities. We would be happy to discuss these requests with you further. If you have any questions or require additional information,please call. Sincerely, STRAND ASSOCIATES, INC. usn D. Miller, E.I.T. Michael R. Waldron, P.E. Enclosures c: Tony Graff—City Administrator S:\06\551--600\558\704\wrd\Recommendation Letters\Yorkville.ltr.jw.doc Recommended language to promote infiltration of runoff on site and reduce impervious surfaces: In the selection of a stormwater management plan for a particular development, the applicant shall evaluate and implement site design features that most closely meet the goal of no change in runoff rate or volume from pre-development conditions. The applicant's Stormwater Management Plan submittal shall include evaluations of site design features that are consistent with the following hierarchy: 1. Minimize impervious surfaces on the property and establish best management practices consistent with the needs of the project; 2. Preserve, establish, and/or restore native plantings and natural areas to increase and promote infiltration and evaporation; 3. Preserve natural resource features of the development site, including but not limited to flood plain,wetlands,prairies, and woodlands; 4. Attenuate flows by use of open vegetated swales and natural depressions; 5. Preserve, enhance, and incorporate existing natural stream channels and quality wetlands, stream channels and drainageways; 6. Infiltrate runoff on-site; 7. Provide stormwater retention facilities; 8. Provide stormwater detention facilities; and 9. Construct storm sewers. S:\06\551--600\558\704\wrd\Recommended language.doc\011606 Recommended language for specific water quality requirements: In the selection of a stormwater management plan for a particular development, the following water quality and multiple use aspects shall be employed: 1. The stormwater management system shall be designed to minimize adverse water quality impacts downstream and on the property itself. 2. Stormwater conveyance and storage areas shall utilize native plantings to increase infiltration and evaporation. 3. Retention and infiltration of stormwater shall be promoted throughout the property's drainage system to reduce the volume of stormwater runoff and to reduce the quantity of runoff pollutants. 4. Stormwater storage areas shall incorporate design features to capture stormwater runoff pollutants. 5. All flows from the development shall be routed through the stormwater storage areas and receive the stormwater quality benefits of the facility (i.e., low flows shall not be bypassed). 6. Stormwater storage design shall give preference to wet bottom and wetland designs. 7. The drainage system shall incorporate multiple uses where practicable. Uses considered compatible with stormwater management include open space, aesthetics, aquatic habitat, recreation(boating, trails,playing fields), wetlands and water quality mitigation. 8. The applicant should avoid using portions of the property exclusively for stormwater management. S:\06\551--600\558\704\wrd\Recommended language.doc\011606 Stormwater Management Recommendations Summary Kendall County City of Joliet Village of Minooka Village of Montgomery Village of Oswego City of Plainfield City of Plano Village of Shorewood City of Yorkville Stormwater Management Ordinance Last Revision Date of Current Ordinance August 20,2002 January 1,2004 1994 2003/4 Revisions pending) December 1,2003 December 1,2003 2004 Benchmark Standards Requests for Changes for each Community Require stomrwater quantity reduction by promoing Adopt Ordinance that requires stormwater Adopt Ordinance that requires stormwater Adopt Ordinance that requires stormwater Adopt Ordinance that requires stormwafar Adopt Ordinance that requires stormwater Adopt Ordinance that requires slormwater Adopt Ordinance that re^uires stormwater Adopt Ordinance that requires stormwater Adopt Ordinance that requires stormwater infiltration of runoff on site and reduction of quantity reduction by promoting infiltration of quantity reduction by promoting infiltration of quantity reduction by promoting infiltration of quantity reduction by promoting infiltratien of quantity reduction by promoting infiltration of quantity reduction by promoting infiltration of quantity reduction by prcrtoling infiltration of quantity reduction by proniotin infiltration of quantity reduction by prorating infiltration of impervious surfaces with language similar to the runoff on site and reduction of impervious runoff on site and reduction of impervious runoff on site and reduction of impervious runoff on site and reduction of impervious runoff on site and reduction of impervious runoff on site and reduction of impervious runoff on site and reduct.on of impervious runoff on site and reduction of impervious runoff on site and reduction of impervious attached language surfaces with language similar to the surfaces with language sirdlar to the surfaces with language similar to the surfaces with language similar to the surfaces with language similar to the surfaces with language similar to the surfaces with language similar to the surfaces with language similar to the surfaces with language similar to the attached IanQua�e—__-- -- attached language— __„_. attached language _---- attached language _--_ _ _ attached language _ _ -___- attached large attached language. ._ _ attached language --- attached language Adopt a specific water quality requirements wth Ad op t or specific a water q uali ty requirements Ad op t or s p ecific water q uali ty requirements A dopt a specific water quality requirements Adopt a s pe cific water quality re uireme its Adopt a specific water quality requirements Adopt a specific water quality requirements Adopt a speck water quality requirements Adopt a specific water quality requirements Adopt a specific water quality requirements language similar ti the attached language with language similar fi the attached with language similar ti the attached with language similar ti the attached with language sirrdlar ti the attached with language similar ti the attached with language similar ti the attached with language similar ti the attached with language similar ti the attached with language similar ti the attached language. ?...-------..----- ..._._-_.language---- Ian ua a .... language .._.._ ......__... _....__..._..-._._..la^Qce_> .------- --. la^guag-e.._. _._._...____ _..-...._.-..._._.-_... language._----------- — tan uage---------._.._.--- Adopt a maximum allowable release rate of 0.10 Adopt a maximum allowable release rate of No Change Necessary Adopt a rnaximum allowable release rate of No Change Necessary Adopt a maximum allowable release rate of Adopt a maximum allowable release rate of Adopt a maximum allowable release rate of Adopt a maximum allowable release rate of Adopt a maximum allowable release rate of cfs/acre for all events greater than the 2-year and up 0.10 cfs/acre for all events greater than the 2 0.10 cfs/acre for all events greater than the 2 0.10 cfs/acre for all events greater than the 2 0.10 cfs/acre for all events greater than the 2 0.10 cfs/acre for all events greater than the 2 0.10 cis/acre for all events greater than the 2 0.10 cfs/acre for all events greater than the 2 to the 100-year storm event year and up to the 100-year storm event year and up to the 100-year storm event year and up to the 100-year storm event year and up to the 100.ear storm event year and u to the 100.ear storm event y p y year and up to the 100.year storm event year and up to the 100.year storm event Require roman drainage systems convey the 10-year No Change Necessary Adopt Ordinance that requires minor No Change Necessary No Change Necessary No Change Necessary No Change Necessary Adopt Ordinance that requires minor No Change Necessary No Change Necessary storm event drainage systems convey the 10.year storm drainage systems convey the 10-year storm event event Require runoff hy_dWimp h design methods be used Adopt Ordinance that requires runoff Adopt Ordinance that requires runoff No Change Necessary Adopt Ordinance that requires runoff Adopt Ordinance that requires runoff No Change Necessary Adopt Ordinance that requires runoff No Change Necessary Adopt Ordinance that requires runoff for design of major drainage systems on properties hydrograph design methods be used for hydrograph design methods be used for hydrograph design methods be used for hydrograph design methods be used for hydrograph design methods be used for hydrograph design methods be used for over 10 acres design of major drainage systems on design of major drainage systems on design of major drainage systems on design of major drainage systems on design of major drainage systems on design of major drainage systems on ....._....._- roRertiets over 10 acres Q des aver 10 acres __.._._ _ ._---_'-'— .r9perdeS—19 acres-_---_ ..-.�r0.perties over acres rooerlies over 10_acres .._....-- ♦.?ro�1a es Over 10 acres Require runoff hytlrogreph design methods be used No Change Necessary Adopt Ordinace that requires runoff No Change Necessary Adopt Ordinate that requires runoff No Change Necessary No Change Necessary Adopt Ordinate that requires runoff No Change Necessary Adopt Ordinate that requires runoff for design of detention basins on all properties hydrograph design methods be used for hydrograph design methods be used for hydrograph design methods be used for hydrograph design methods be used for design of detention basins on all properties design of detention basins on all properties design of detention basins on all properties design of detention basins on all properties Require overland flow paths to pass the 100-year flow Adopt Ordinace that requires overland flow Adopt Ordinate that requires overland flow Adopt Ordinace that requires overland flow No Change Necessary Adopt Ordinace that requires overland flow Adopt Ordinare that requires overland flow Adopt Ordinate that requires overland flow Adopt Ordinate that requires overland flow Adopt Ordinate that requires overland flow at a stage of at least 2 feet below the lowest structure paths to pass the 100.year flow at a stage of paths to pass the 100-year flow at a stage of paths to pass the 100-year flow at a stage of paths to pass the 100-year flow at a stage of paths to pass the 100-year flow at a stage of paths to pass the 100-year How at a stage of paths to pass the 100-year flow at a stage of paths to pass the 100.year flow at a stage of opening of structure hydraulically connected to the at least 2 feet below the lowest structure at least 2 feet below the lowest structure at least 2 feet below the lowest structure at least 2 feet below the lowest structure at least 2 feet below the lowest structure at least 2 feet below the lowest structure at least 2 feet below the lowest structure at least 2 feet below the lowest structure flow path opening of structure hydraulically connected opening of structure hydraulically connected opening of structure hydraulically connected - opening of structure hydraulically connected opening of structure hydraulically connected opening of structure hydraulically connected opening of structure hydraulically connected opening of structure hydraulically connected to the flow path to the flow path ---__ to the flow path to the flow path to the flow path to the flow path___ --_ to the flow path to the flow path Prohibit detention in floodways No Change Necessary No Change Necessary Adopt Ordinance that Prohibits detention in No Change Necessary No Change Necessary Adopt Ordinance that Prohibits detention in Adopt Ordinance that Prohibits detention in Adopt Ordinance that Prohibits detention in No Change Necessary 800dways -- ._...-__.._.._...._. flootlways floodwa s-_..-...___...._..___ floodways ---------...._. Discourage detention being placed on existing Adopt Ordinace that discourages detention Adopt Ordinace that discourages detention Adopt Ordinace that discourages detention Adopt Ordinate that discourages detention Adopt Ordinate that discourages detention Adopt Ordinate that discourages detention Adopt Ordinace that discourages detention Adopt Ordinate that discourages detention Adopt Ordinate that discourages detention streams or waterways unless a regional benefit is being placed on existing streams or being placed on existing streams or being placed on existing streams or being placed on existing streams or being placed on existing streams or being placed on existing streams or being placed on existing streams or being placed on existing streams or being placed on existing streams or exhibited and existing water quality and quality waterways unless a regional benefit is waterways unless a regional benefit is waterways unless a regional benefit is waterways unless a regional benefd is waterways unless a regional benefit is waterways unless a regional benefit is waterways unless a regional benefit is waterways unless a regional benefit is waterways unless a regional benefit is parameters are not degraded exhibited and existing water quality and exhibited and existing water quality and exhibited and existing water quality and exhibited and existing water quality and exhibited and existing water quality and exhibited and existing water quality and exhibited and existing water quality and exhibited and existing water quality and exhibited and existing water quality and quality parameters are not degraded quality parameters are not degraded quality parameters are not degraded quality parameters are not degraded quality parameters are not degraded quality parameters are not degraded quality parameters are riot degraded quality parameters are not degraded quality parameters are not degraded --------- ---i----- -'--__.. i ._....NoChan----- Prohibit detention::exis[ing wetlands,unless it is No Change Necessary No Change Necessary No Change Necessary No Change Necessary A'do pt Ortlinance t*h-a t prohibits detention in No Change Necessary Adopt Ordinance-',hat prohibits detention in No Change Necessary Adopt Ordinance that prohibits detention in demonstrated!:.at the existing wetland is low in existing wetlands,unless it is demonstrated existing wetlands,unless it is demonstrated existing wetlands,unless it is demonstrated qualih^,ia the proposed modifications will maintain or that the existing wetland is low in quality and lth?t,he existing wetland is low in quality and that the existing wetland is l v,;n nuality and m.prove its habitat and ability to perform beneficial - the proposed modifications k•.dll r^and:.;r,or. - !tile proposed modifications will maintain or the proposed-y0fications wi.i. -3m a... r I orichons improve its h3bilat and ability to perform improve its habitat and ability to perform irmprpve!ts habitat amp ability to pet.:r., ' :nerciaiiunctions beneficial functions _ beneficial functions i I- R�:•.r^rledirarion of a buffer strip a!least 2Sfeet No Change Necessary No Chahpe Necessary -.t�. i No.. -Ange Ni :.::;r.• No Change Necessary' Adopt Ordi,.an_o.i'.. ,.cuires dedicatiomof,.No Change Ne,,,,ry Adopt Ordinance that reouifes dedication of No Change Necessary Adopt Ordinaneetlkt;require&dgdrge s� ; i :•^dY ar;x^<z..„x s.x._end propose-! a buffer strip at least 25-feet wide a,ou;.,all a lwlf�r;,rim at i_3,,.�c i :,nl.,croui.i all - a buffer strip at!=ast 2Sfeet wide;:aurni.n, ! exisfingand prWosed wetlands ..xistind and oronasPd wetiancs existing and eroposea wt;4ac:+ �,,,-pm i Adopt Ordinate that requires a re- Adopt Ordinate that requires a re- Adopt Ordinate that requires a pre- A.: p 'nom:::::w:at requires a pre- Adopt Ordinate that requires a re- Require a pre-sedimentation basin at detention AtloLi vw.:.d,e .•tt requires a pre- Adopt Ordinate that requires a pre- Adopt Ordinate that requires apre- Adapt Ordinate that requir= p q p p p p q' eq' p facilites for localizing sediment deposition and sedimentation basin at detention facilites for sedimentation basin at detention facilites for sedimentation basin at detention facilites for sedimentation basin at detention facilfte ;or sedimentation basin at detention facilites for sedimentation basin at detenfion facilites for sedimentation basin at detention facilites for sedimentation basin at detention facilites for sedimentation basin at detention facilites for removal localizing sediment deposition and removal localizing sediment deposition and removal localizing sediment deposition and removal localizing sediment deposition and removal localizing sediment deposition and removal localizing sediment deposition and removal localizing sediment deposition and removal localizing sediment deposition and removal localizing sediment deposition and removal ._..—. _..---.-._ _.----... _._..... -.__---- ----._- ----'--..._-_.---' ------_------ ----. _--- --- - -------------- - - - To romote regionalized detention ------_.- _.._-.-Orlin zed _.____.promotes nalize p g as a Adopt Ordinate that promotes regionalize Adopt Ordinate that promotes regionalize Adopt Ordinace that promotes regionalize Adopt Ordinate that promotes regionalize Adopt Ordinace that promotes regionalize Adopt Ordinate that promotes regionalize Adopt Ordinate that promotes regionalized Adopt Ordinate that promotes regionalized Adopt Ordinate that promotes regionalize alternative to individual facilities detention practices as an alternative to detention practices as an alternative to detention practices as an attemative tc detention practices as an alternative to detention practices as an alternative to detention practices as an alternative to detention practices as an alternative t detention practices as an alternative t detention p practices as an alternative t individual facilities individual facilities individual facilities individual facilities individual facilities individual facilities individual facilities individual facilities individual facilities To establish requirements to address upstream flow No Change Necessary No Change Necessary No Change Necessary Adopt Ordinance to establish requirements to Adopt Ordinance to establish requirerrients to Adopt Ordinance to establish requirements to Adopt Ordinance to establish requirements t Adopt Ordinance to establish requirements to Adopt Ordinance to establish requirements t from areas that do not meet ordinance requirements, address upstream flow from areas that do address upstream flow from areas that do address upstream flow from areas that do address upstream flow from areas that do address upstream flow from areas that do address upstream flow from areas that do such as regional detention bypass not meet ordinance requirements,such as not meet ordinance requirements,such as not meet ordinance requirements,such as not meet ordinance requirements,such as not meet ordinance requirements,such as not meet ordinance requirements,such as regional detention bypass regional detention bypass regional detention bypass regional detention bypass regional detention bypass regional detention bypass _.-.._. _...._ ._....angeNe—_ -.-.-.__.._..- ___._._______.---__._.___-_-._- ._.__ .pt -- . _-__ _-_...__ _ ....._-__._..._ .__....._rdin—. rthe -.._._.__. ...-____.__ _. _-- _ To allow for the granting of incentives to promot No Change Necessary No Change Necessary No Change Necessary Adopt Ordinance to allow for the granting o Adopt Ordinance to allow for the granting Adopt Ordinance to allow for the granting o Adopt Ortlinance to allow for the granting Adopt Ordinance to allow for the granting o Adopt Ordinance to allow for the granting preservation of natural areas and open space incentives to promote preservation of natura incentives to promote preservation of nature incentives to promote preservation of nature incentives to promote preservation of nature incentives to promote preservation of nature incentives to promote preservation of natura areas and open space areas and open space areas and opens ace areas and open space areas and open space areas and opens ace .Page 1 1/172006 j] 1S Reviewed By: ,2 O� Legal ❑ City Council Finance ❑ Esr 1 � ' Engineer City Administrator ❑ Agenda Item Tracking Number ��^ O Consultant ❑ �'W CQ2' �CFE `w ❑ City Council Agenda Item Summary Memo Title: Engineering Department—Proposed FY 06-07 Budget City Council/COW/Committee Agenda Date: PW Committee 2/6/06 Synopsis: This is the proposed Engineering Department operating budget and staffing requests for fiscal year 2006-2007. 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 Nam,- T)PnnrtmPnt Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 M -;�p Fax: 630-553-3436 <LE Date: January 25, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer v CC: Traci Pleckham, Finance Directo Subject: Engineering Department—Proposed FY 06-07 Budget Attached find the proposed Engineering Department budget for fiscal year 2006-2007. Please place this item on the Public Works Committee agenda of February 6, 2006. ENGINEERING EXPENSES 01-150-50-00-5107 SALARIES-EMPLOYEES 248,919 321,000 1.5 additional employees; salary adjustments 01-150-50-00-5137 SALARIES-OVERTIME 1,000 1,000 Miscellaneous,currently unknown projects. Should be 01-150-62-00-5401 CONTRACTUAL SERVICES 20,000 50,000 $52,000 based on 04-05 expenditures. GIS SYSTEM 5,000 5,000 Carryover from 05-06 FEES 1,000 2,000 Annual NPDES permit fee, plus related expenses. 01-150-62-00-5409 MAINTENANCE-VEHICLES 3,500 2,000 Reduction due to 2 new vehicles 01-150-62-00-5410 MAINTENANCE-OFFICE EQUIP 1,000 1,000 01-150-62-00-5411 MAINTENANCE-COMPUTERS 2,500 3,000 01-150-62-00-5421 WEARING APPAREL 1,100 1,400 One additional employee 01-150-62-00-5438 CELLULAR TELEPHONE 2,800 3,360 One additional employee 01-150-64-00-5600 DUES 300 400 01-150-64-00-5604 TRAINING &CONFERENCES 6,000 6,000 01-150-64-00-5605 TRAVEL EXPENSE 1,000 1,000 01-150-64-00-5616 BOOKS& PUBLICATIONS 200 200 01-150-65-00-5801 ENGINEERING SUPPLIES 3,000 3,000 01-150-65-00-5802 OFFICE SUPPLIES 2,500 2,500 01-150-65-00-5809 PRINTING &COPYING 2,000 2,000 01-150-72-00-6500 IMRF PARTICIPANTS 20,343 01-150-72-00-6501 SOCIAL SECURITY& MEDICARE 19,120 Computer&software for additional employee, software 01-150-75-00-7002 COMPUTER EQUIP&SOFTWARE 3,850 7,900 support&upgrades 01-150-75-00-7003 OFFICE EQUIPMENT 500 3,000 One additional employee; roll files for old plans 01-150-65-00-5820 Vehicles/ENGINEERING CAPITAL 27,500 46,000 Replace 96 Lumina sedan&98 Dakota pickup New line for FY 06/07-To repay PW from FY 04/05(20k Transfer ENGINEERING CAPITAL to PW Dep- 0 0 for 04/05 truck$17,500 05/06 SUV) 01-150-65-00-5814 STORM WATER SOFTWARE&TRAINING 0 TOTAL EXPENSES: ENGINEERING 373,132 461,760 UNITED CITY OF YORKVILLE REQUESTED NEW HIRES/PROMOTIONS FY 2006-2007 New position to assist in administrative work, Engineering Project Manager $45,000 $41,000 $57,100 Ma 12 $45,000.00 coordination of projects,and site plan reviews Promote current employee from Engineering Tech. Engineering Senior Engineering Tech. $4,334 $41,000 $57,100 ay 12 $4,334.00 Amount shown is proposed increase. 50%of New position to assist in creation of GIS, keep GIS updated,and perform miscellaneous tasks in the Engineering/Community Development GIS Coordinator/Analyst $22,500 $41,000 $57,100 May 12 $22,500.00 Engineering and Community Development Departments Total New Hire Salary Re uest $71,834.00 �e)l Reviewed By: J2 Legal ❑ City Council Finance ❑ EST. , 1838 Engineer 2lz(o6 City Administrator ❑ Agenda Item Trackin N� amber 0� O Consultant ❑ �� "�J"� LE City wv ❑ City Council Agenda Item Summary Memo Title: Project Manager—Proposed Position&Job Description City Council/ COW/Committee Agenda Date: PW Committee 2/6/06 Synopsis: This proposal is to create anew job position within the Engineering Department called Project Manager. The position is proposed to be filled next fiscal year. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Co.o United City of Yorkville Memo 800 Game Farm Road EST ,�_ s3s Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 �2 <CE Date: February 2, 2006 To: John Crois, Interim City Adm' 'From:Joe Wywrot, City Engineer V CC• Denise Kasper, Payroll Bene �c • 'A .�itv slat Subject: Project Manager—Proposed Position&Job Description Attached find a draft copy of a job description for a new position that I would like to create for the Engineering Department. The job position would be called Project Manager. This person would perform some of the more routine tasks that I currently perform. This will enable me to perform plan reviews in a more timely manner, continue to prepare plans and specifications for city-funded projects, and in general perform my job at a higher level. Project Manager is a responsible position that would process payouts, change orders, letter of credit reductions,prepare punchlists,be involved in testing of new infrastructure, ensuring compliance with Site Development Permits, and perform a limited amount of minor site plan review. This position performs engineering-related tasks,but would not require an engineering degree. The salary range would be the same as for Senior Engineering Technician. The amount of development occurring in Yorkville is staggering. This position will help us keep up with the pace of development without sacrificing the quality of our work. I recommend that one Project Manager job position be approved for the upcoming fiscal year, with the intent of filling the position by May 1, 2006. Please place this item on the Public Works Committee agenda for consideration. EST.1 _WS `vim UNTIED CITY OF YORKVILLE CE PROJECT MANAGER—JOB DESCRIPTION(Draft 2-2-2006) Department: Engineering Reports to: City Engineer Status: Full Time, Non-exempt Pay Classification: Project Manager(range same as Senior Engineering Technician) Position Description Overview This individual will be responsible for tracking bonds/letters of credit for development activities, processing reductions to bonds and letters of credits, performing site plan reviews, reviewing record drawings, coordinating punchlist inspections, and ensuring compliance with state- mandated requirements such as NPDES permits, highway permits, EPA permits, etc. This individual will also work with Engineering Technicians on city-funded projects with respect to resident notifications, resolution of resident concerns, and processing of change orders and payouts. Work with Engineering Technicians to track testing of infrastructure improvements. This position also provides support for the Geographic Information System, and AutoCAD work as required. All work is performed under the general supervision of the City Engineer. Essential Job Functions 1. Maintain bond/letter of credit summary information. 2. Process bond/letter of credit reductions. Take reduction from developer request, through City Council approval,to developer notification or City Council action. 3. Perform minor site plan reviews as assigned by the City Engineer. 4. Review record drawings for accuracy,thoroughness, and legibility. 5. Assign and coordinate punchlist inspections and re-inspections by field personnel. Prepare punchlist letters and work with developers to complete required work. 6. Create/update general AutoCAD files as required. 7. Work with Community Relations Director regarding resident notification of City-funded projects, as well as projects by private developers that affect neighboring properties. 8. Respond to requests/requirements of other governmental agencies regarding permits. 9. Process payouts and change orders through appropriate channels. 10. Coordinate/track public infrastructure testing with engineering technicians. 11. Perform site inspections to ensure compliance with site development permit requirements. 12. Respond to resident concerns regarding city and developer projects. 13. Coordinate Engineering Department support for the city's Geographic Information System. 14. Various other duties and responsibilities as directed by the Engineer. Position Requirements—Knowledge, Skills, and Abilities 1. Demonstrate a broad-based knowledge of Microsoft Excel and Microsoft Word programs. Demonstrate knowledge of AutoCAD software sufficient to create customized drawings for general civil engineering and mapping applications. 2. Ability to operate a variety of office equipment, including but not limited to computer, typewriter, copier, fax, scanner, large-scale plotter, and calculator, with minimal supervision. 3. Display professionalism and maintain strict confidentiality. 4. Exhibit mathematical and analytical qualities. 5. Possess proficient customer service skills. 6. Excellent communication and writing skills. 7. Highly organized and able to prioritize job assignments. Minimum and Preferred Experience and Education 1. 64 college course credit hours with special emphasis on Engineering/Technical Fields, Data Management; Two or more years of progressively responsible experience within a municipal engineering department; or, an equivalent combination of education and experience sufficient to perform the essential duties of the job as those listed above. 2. Willingness to attend training classes to increase knowledge of job-related skills and responsibilities. 3. Possession of valid Illinois Driver's License. The duties listed above are intended only as an illustration of the various types of tasks that may be required. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to the position. This job description does not constitute an employment agreement between the employer and employee, and is subject to modification by the employer as the needs of the employer and/or agency change, or requirements of the position change. (C641 C/r o United City of Yorkville Memo dcD5 a Parks Department T im 800 Game Farm Road Yorkville, Illinois 60560 9 �O Telephone: 630-553-4358 ALE `? Fax: 630-553-4377 Date: 1-31-06 To: Joe Besco(Chairman) From: Scott Sleezer CC: Eric Muse Subject: Fox Hill Parking Joe, The additional parking need for the Fox Hill development east park site was discussed by the Park Board.The Board did not want to spend land cash funds to add additional parking to the area, instead the board suggested moving some of our recreation programs from this site to other locations to ease the parking problem. Reviewed By: J2 R 0 Legal F1 City Council Finance ❑ EST. 1 'sus Engineer o C Agenda Item Tracking Number .G ` City Administrator ❑ o �i TM c9�?(c- 1�% Sl�17, � Consultant ❑ CE �V�' ❑ City Council Agenda Item Summary Memo Title: Route 47 Improvements (Corneils—Baseline)—Engineering Agreement City Council/COW/Committee Agenda Date: PW 1/9/06 Synopsis: This proposal in the amount of$2,108,000 is for complete engineering services related to the proposed improvement of Route 47 from Corneils to Baseline Road. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval subject to developer funding. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: sir a United City of Yorkville Memo 800 Game Farm Road EST ,a Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 9 �If�tlNCnelj�� ALE:. Date: January 4, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Traci Pleckham, Finance Direct John Wyeth, City Attorney Subject: Route 47 Improvements (Comeils to Baseline)—Engineering Agreement Attached find one copy of a proposed engineering agreement with Engineering Enterprises, Inc. to perform preliminary, design, and construction engineering services for the referenced project. This proposal in the amount of$2,108,000 is for the improvement of Route 47 from Comeils Road to Baseline Road. The many proposed and ongoing developments north of Comeils Road will have a significant affect on traffic flow along Route 47. Historically, IDOT has required improvements to their roadway system on an individual basis as development occurs. Due to the anticipated dramatic increase in traffic volumes on Route 47, we have initiated discussions with IDOT to propose that the city take the lead on a regional improvement to Route 47. By combining funds from the various developers, we believe that a cost- effective regional improvement can be constructed years before an IDOT-funded project could be built. IDOT is supporting this initiative. As currently envisioned, the project would turn the existing Route 47 roadway into two southbound lanes. Two new northbound lanes would be constructed along the east side of the existing roadway. A nominal 30-foot wide landscaped median would separate the northbound and southbound lanes. New intersections, traffic signals, and streetlights would be constructed at agreed-upon locations, with turn bays as required. The construction cost is currently estimated to be around $15,000,000. This proposal uses the standard MFT contract form due to IDOT's involvement,but we do not propose to use any of the city's MFT funds. We need to explore financing directly through the development community,perhaps with incentives offered by the city to allow them to recoup some of the cost. Please place this item on the Public Works Committee agenda of January 9, 2006 for consideration. 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eelwob.com Engineering Enterprises, January 4, 2006 Inc. Mr. Joe Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: North Route 47 Improvements— Cornelis Road to Baseline Road United City of Yorkville Dear Mr. Wywrot: In accordance with your request, please find attached an agreement for consulting engineering services for the above referenced project on behalf of the United City of Yorkville. We look forward to working with the City to facilitate the proposed improvements and the performance of the requisite engineering services. As always, we appreciate your consideration of this agreement and look forward to working with you and the United City of Yorkville in studying this important area. If you have any questions or require any additional information please contact our office. Very truly yours, ENGINEERING ENTERPRISES, INC. Jeffrey W. Freeman, P.E. Senior Project Manager Ronald G. Naylor, E. Senior Project Manager JWF/rgn/arf PC: Mayor Art Prochaska, Jr. Mr. John Crois, Interim City Administrator Mr. John Wyeth, City Attorney Mr. Eric Dhuse, Director of Public Works Ms. Traci Pleckham, Finance Director GAPublic\YorkviIIe\2005\YO0537 IL Route 47 Improvement Plans\Doc\Ijwywrot01 -engineering agreement.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying Municipality L Name o Illini DepartrnerYt United City of Yorkville C of T�ra�pr(jpn C Engineering Enterprises, Inc. Township L N Address Bristol U 52 Wheeler Road Preliminary/Construction County G Engineering Services L city Kendall E Agreement A Sugar Grove Section C T State Illinois Route 47 y IL THIS AGREEMENT is made and entered into this day of January 2006 between the above Local Agency(LA)and Consultant(ENGINEER) and covers certain professional engineering services in connection with the improvement of the above SECTION. Motor Fuel Tax Funds, allotted to the LA by the State of Illinois under the general supervision of the State Department of Transportation, hereinafter called the"DEPARTMENT", will be used entirely or in part to finance ENGINEERING services as described under AGREEMENT PROVISIONS. Section Description Name Illinois Route 47 Route 47 Length 13,200 Ft( 2.5 Miles)(Structure No. 043-2011 ) Termini Corneils Road to Baseline Road (US Rt. 30) Description Permit and construct six new intersections, two additional new through lanes and turn lanes along existing Route 47, rehabilitate the existing two lanes, add turn lanes and provide a 30 foot landscaped median to create a four lane urban boulevard typical cross section. The new pavement will consist of approximately 62,000 square yards of new 10" PCC Pavement, 52,800 linear feet of B-6.24 curb and gutter, a 30'wide landscaped median, storm sewers, five signalized intersections with interconnect, extension of the existing structure at the Rob Roy Creek, utility relocations, restoration, erosion control, structure adjustments, lighting, traffic control and all other miscellaneous work items required to complete the proiect. Agreement Provisions The Engineer Agrees, 1. To perform or be responsible for the performance of the following engineering services for the LA in connection with the proposed improvement herein before described, and checked below: a. ® Make such detailed surveys as are necessary for the preparation of detailed roadway plans. b. ® Make stream and flood plain hydraulic surveys and gather high water data and flood histories for the preparation of detailed bridge plans. c. ® Make or cause to be made such soil surveys or subsurface investigations including borings and soil profiles and analyses thereof as may be required to furnish sufficient data for the design of the proposed improvement. Such investigations are to be made in accordance with the current requirements of the DEPARTMENT. d. ® Make or cause to be made such traffic studies and counts and special intersection studies as may be required to furnish sufficient data for the design of the proposed improvement. e. ® Prepare Army Corps of Engineers Permit, Division of Water Resources Permit, Bridge waterway sketch and/or Channel Change sketch, Utility plan and locations and Railroad Crossing work agreements." f. ® Prepare Preliminary Bridge Design and Hydraulic Report, (including economic analysis of bridge or culvert types)and high water effects on roadway overflows and bridge approaches.` Note Four copies to be submitted to the Regional Engineer *-For one structure at Baseline Road and Rt. 47 Page 1 of 8 131-1105512(Rev.7/05) g. ® Make complete general and detailed plans, special provisions, proposals and estimates of cost and furnish the LA with five(5)copies of the plans, special provisions, proposals and estimates. Additional copies of any or all documents, if required shall be furnished to the LA by the ENGINEER at his actual cost for reproduction.** h. ® Furnish the LA with survey and drafts in quadruplicate of all necessary right-of-way dedications, construction easements and borrow pit and channel change agreements including prints of the corresponding plats and staking as required. L ® Assist the LA in the receipt and evaluation of proposals and the awarding of the construction contract. j. ® Furnish or cause to be furnished: (1) Proportioning and testing of concrete mixtures in accordance with the"Manual of Instructions for Concrete Proportioning and Testing" issued by the Bureau of Materials and Physical Research, of the DEPARTMENT and promptly submit reports on forms prepared by said Bureau. (2) Proportioning and testing of bituminous mixtures(including extracting test) in accordance with the Manual of Instructions for Bituminous Proportioning and Testing" issued by the Bureau of Materials and Physical Research, of the DEPARTMENT, and promptly submit reports on forms prepared by said Bureau. (3) All compaction tests as required by the specifications and report promptly the same on forms prepared by the Bureau of Materials and Physical Research. (4) Quality and sieve analyses on local aggregates to see that they comply with the specifications contained in the contract. (5) Inspection of all materials when inspection is not provided at the sources by the Bureau of Materials and Physical Research, of the DEPARTMENT and submit inspection reports to the LA and the DEPARTMENT in accordance with the policies of the said DEPARTMENT. k. ® Furnish or cause to be furnished (1) A resident engineer, inspectors and other technical personnel to perform the following work: (The number of such inspectors and other technical personnel required shall be subject to the approval of the LA.) a. Continuous observation of the work and the contractor's operations for compliance with the plans and specifications as construction proceeds, but the ENGINEER does not guarantee the performance of the contract by the contractor. b. Establishment and setting of lines and grades. c. Maintain a daily record of the contractor's activities throughout construction including sufficient information to permit verification of the nature and cost of changes in plans and authorized extra work. d. Supervision of inspectors, proportioning engineers and other technical personnel and the taking and submitting of material samples. e. Revision of contract drawings to reflect as built conditions. f. Preparation and submission to the LA in the required form and number of copies, all partial and final payment estimates, change orders, records and reports required by the LA and the DEPARTMENT. 2. That all reports, plans, plats and special provisions to be furnished by the ENGINEER pursuant to this agreement will be in accordance with the current standard specifications and policies of the DEPARTMENT, it being understood that all such reports, plats, plans and drafts shall before being finally accepted, be subject to approval by the LA and the said DEPARTMENT. 3. To attend conferences at any reasonable time when requested to do so by the LA or representatives of the DEPARTMENT. 4. In the event plans, surveys or construction staking are found to be in error during the construction of the SECTION and revisions of the plans or survey or construction staking corrections are necessary, the ENGINEER agrees that he will perform such work without expense to the LA, even though final payment has been received by him. He shall give immediate attention to these changes so there will be a minimum delay to the contractor. 5. The basic survey notes and sketches, charts, computations and other data prepared or obtained by the ENGINEER pursuant to this agreement will be made available upon request to the LA or the DEPARTMENT without cost and without restriction or limitations as to their use. 6. To make such changes in working plans, including all necessary preliminary surveys and investigations, as may be required after the award of the construction contract and during the construction of the improvement. **-See Exhibit A for further clarification of scope of services. Page 2 of 8 BLR 05512(Rev.7/05) 7. That all plans and other documents furnished by the ENGINEER pursuant to the AGREEMENT will be endorsed by him and will show his professional seal where such is required by law. 8. To submit, upon request by the LA or the DEPARTMENT a list of the personnel and the equipment he/she proposes to use in fulfilling the requirements of this AGREEMENT. The LA Agrees, 1. To pay the Engineer as compensation for all services performed as stipulated in paragraphs 1a, 1 g, 1 i, 2, 3, 5 and 6 in accordance with one of the following methods indicated by a check mark:*** a ® A sum of money equal to 5.5 percent of the approved estimate of cost of the proposed improvement as approved by the LA. b. ❑ A sum of money equal to the percentage of the awarded contract cost for the proposed improvement as approved by the DEPARTMENT based on the following schedule: Schedule for Percentages Based on Awarded Contract Cost Awarded Cost Percentage Fees Under $50,000 (see note) Note: Not necessarily a percentage. Could use per diem, cost-plus or lump sum. 2. To pay for services stipulated in paragraphs 1b, 1c, 1d, 1e, 1f, 1h, 1j and 1k of THE ENGINEER AGREES at the hourly rates stipulated below for personnel assigned to this SECTION as payment in full to the ENGINEER for the actual time spent in providing these services the hourly rates to include profit, overhead, readiness to serve, insurance, social security and retirement deductions. Traveling and other out-of-pocket expenses will be reimbursed to the ENGINEER at his actual cost. Subject to the approval of the LA, the ENGINEER may sublet all or part of the services provided under paragraphs 1b, 1c, 1d, 1e, 1f, 1j and 1k of THE ENGINEER AGREES. If the ENGINEER sublets all or a part of this work, the LA will pay the cost to the ENGINEER plus a five(5) percent service charge. "Cost to ENGINEER"to be verified by furnishing the LA and the DEPARTMENT copies of invoices from the party doing the work. The classifications of the employees used in the work should be consistent with the employee classifications for the services performed. If the personnel of the firm including the Principal Engineer perform routine services that should normally be performed by lesser-salaried personnel, the wage rate billed for such services shall be commensurate with the work performed.*" Grade Classification of Employee Hourly Rate Principal Engineer 144.00 Sr. Project Manager 132.00 Project Manager 120.00 Sr. Project Engineer/Surveyor 108.00 Project Engineer/Surveyor 99.00 Senior Engineer/Surveyor 90.00 Engineer/Surveyor 81.00 Assoc. Engineer/Surveyor 72.00 Sr. Project Technician 99.00 Project Technician 90.00 Senior Technician 81.00 Technician 72.00 Associate Technician 63.00 Secretary 72.00 The hourly rates itemized above shall be effective the date the parties, hereunto entering this AGREEMENT, have affixed their hands and seals and shall remain in effect until 12/31/06 . In event the services of the ENGINEER extend beyond 12/31/06 , the hourly rates will be adjusted yearly by addendum to this AGREEMENT to compensate for increases or decreases in the salary structure of the ENGINEER that are in effect at that time. ***-See Exhibit B for a Summary of Estimated Compensation Page 3 of 8 BLR 05512(Rev.7/05) 3. That payments due the ENGINEER for services rendered pursuant to this AGREEMENT will be made as soon as practicable after the services have been performed, in accordance with the following schedule: a. Upon completion of detailed plans, special provisions, proposals and estimate of cost—being the work required by paragraphs 1a through 1g under THE ENGINEER AGREES—to the satisfaction of the LA and their approval by the DEPARTMENT, 90 percent of the total fee based on the above fee schedule and the approved estimate of cost. b. Upon award of the contract for the improvement by the LA and its approval by the DEPARTMENT, 100 percent of the total fee(excluding any fees paragraphs 1j and 1k of the ENGINEER AGREES), based on the above fee schedule less any previous payment. c. Upon completion of the construction of the improvement, 90 percent of the fee due for services stipulated in paragraphs 1j and 1 k. d. Upon completion of all final reports required by the LA and the DEPARTMENT and acceptance of the improvement by the DEPARTMENT, 100 percent of the total fees due under this AGREEMENT, less any amounts previously paid. By mutual agreement, partial payments, not to exceed 90 percent of the amount earned, may be made from time to time as the work progresses. 4. That should the improvements be abandoned at any time after the ENGINEER has performed any part of the services provided for in paragraphs 1a and 1g, and prior to the completion of such services the LA shall reimburse the ENGINEER for his actual costs plus 139.13 percent incurred up to the time he is notified in writing of such abandonment "actual cost" being defined as material costs plus actual payrolls, insurance, social security and retirement deductions. Traveling and other out-of-pocket expenses will be reimbursed to the ENGINEER at his actual cost. 5. That should the LA require changes in any of the detailed plans, specifications or estimates(except for those required pursuant to paragraph 4 of THE ENGINEER AGREES)after they have been approved by the DEPARTMENT, the LA will pay the ENGINEER for such changes on the basis of actual cost plus 139.13 percent to cover profit, overhead and readiness to serve—"actual cost" being defined as in paragraph 4 above. It is understood that"changes"as used in this paragraph shall in no way relieve the ENGINEER of his responsibility to prepare a complete and adequate set of plans. 6. That should the LA extend completion of the improvement beyond the time limit given in the contract, the LA will pay the ENGINEER, in addition to the fees provided herein, his actual cost incurred beyond such time limit—"actual cost"being defined as in paragraph 4 above. It is Mutually Agreed, 1. That any difference between the ENGINEER and the LA concerning the interpretation of the provisions of this AGREEMENT shall be referred to a committee of disinterested parties consisting of one member appointed by the ENGINEER one member appointed by the LA and a third member appointed by the two other members for disposition and that the committee's decision shall be final. 2. This AGREEMENT may be terminated by the LA upon giving notice in writing to the ENGINEER at his last known post office address. Upon such termination, the ENGINEER shall cause to be delivered to the LA all drawings, specifications, partial and completed estimates and data if any from traffic studies and soil survey and subsurface investigations with the understanding that all such material becomes the property of the LA. The ENGINEER shall be paid for any services completed and any services partially completed in accordance with Section 4 of THE LA AGREES. 3. That if the contract for construction has not been awarded one year after the acceptance of the plans by the LA and their approval by the DEPARTMENT, the LA will pay the ENGINEER the balance of the engineering fee due to make 100 percent of the total fees due under the AGREEMENT, based on the estimate of cost as prepared by the ENGINEER and approved by the LA and the DEPARTMENT. 4. That the ENGINEER warrants that he/she has not employed or retained any company or person, other than a bona fide employee working solely for the ENGINEER, to solicit or secure this contract and that he/she has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the ENGINEER, any fee, commission, percentage, brokerage fee, gifts or any other consideration contingent upon or resulting from the award or making of this contract. For breach or violation of this warranty the LA shall have the right to annul this contract without liability. Page 4 of 8 BLR 05512(Rev.7/05) IN WITNESS WHEREOF, the parties have caused this AGREEMENT to be executed in quadruplicate counterparts,each of which shall be considered as an original by their duly authorized offices. Executed by the LA: The United City of Yorkville of the (Municipaliitylrownship/County) ATTEST: State of Illinois, acting by and through its By Mayor and Council , Clerk By (Seal) Title: Mayor Executed by the ENGINEER: Engineering Enterprises, Inc. 52 Wheeler Road ATTEST: Sugar Grove, IL 60554 By Title: Secretary Title: Senior Project Manager Authorized MFT Expenditure N/A Date Department of Transportation Regional Engineer Page 5 of 8 BLR 05512(Rev.7/05) North Route 47 Improvements—Cornelis Road to Baseline Road United City of Yorkville Preliminary Engineering Agreement Exhibit A—Clarification of Scope of Services The following work items would prepare sufficient documents and reports for construction of the needed improvements pursuant to the Illinois Department of Transportation (IDOT) Permitting Process; Traffic Study, Intersection Design Studies with an Environmental Summary, Report and Plans for improvements to accommodate 2017 year traffic. Phase I-Preliminary Engineerinq 1. Topographic Survey 2. Environmental Study a. Gather all necessary data as required by the State to satisfy Phase I Engineering Requirements in regards to the environmental, cultural/archaeological, biological, and special waste reports, from when available from previously completed studies by developer. b. When not provided by the adjacent developer, EEI will provide the necessary investigations to satisfy these requirements. c. Coordinate with the Illinois Historic Preservation Agency in regards to archaeological or historic resources. d. Coordinate with the Illinois Department of Natural Resources in regards to threatened and endangered species and natural areas. e. Coordinate to determine the status of special waste or sites otherwise potentially impacted by regulated substances. f. Coordinate with the State, Local and Development Officials. 3. Soil Borings and Investigations a. Provide a soil boring report in compliance with MOT standards (1 boring every 300 linear feet for new roadway construction). 4. Traffic Impact Study a. Provide traffic data collection services, consisting of historical data, manual traffic counts and twenty four hour machine counts as necessary. b. Develop traffic projections for years 2017 and 2030 at all existing intersections along corridor including Jericho Road. EEI will utilize previously conducted studies to determine future traffic, as well as conducting independent estimates for background growth and traffic in future development. c. Provide analyses and recommendations utilizing 2017 traffic volumes. d. Determine the required roadway improvements based on 2017 traffic volumes. 5. Traffic Signal Warrant Analysis a. Prepare signal warrant analyses for all future intersections 6. Intersection Design Studies a. Conduct an IDS for each of the ten intersections within the corridor for 2017 and 2030 traffic. b. Determine required geometric improvements. 7. Finalize R.O.W. Requirements a. Determine the required parcels of land required for easements and R.O.W. acquisition. b. Prepare documents for the purpose of obtaining R.O.W. and easements. Page 6 of 8 BLR 05512(Rev.7/05) Exhibit A 8. Preliminary Plan a. Prepare preliminary plan, profile and typical cross-section. b. Prepare requisite drainage analysis. 9. Coordination and Public Relations a. Attend all meetings with City Officials, City Staff, residents, business owners, the Illinois Department of Transportation and any other agencies or interested parties as requested. 10. Cost Estimates a. Develop estimates of cost as required for coordination with developers and budgeting. 11. Prepare Project Permit Report a. Prepare comprehensive summary report of the above work items. b. Process approval with IDOT. Phase II-Design Engineering 12. Design roadway with the following general parameters a. Alignment compatible with SRA report with the following exceptions: b. Cross-over spacing of 1250'versus 2640' c. 45 mph urban cross section versus 60 mph rural cross section 13. Conduct Mechanistic Pavement Design 14. Plan Preparation (One plan set for length of project per IDOT requirements and pursuant to permitting process) a. Plan sheets as necessary to produce an accurate set of bidding and construction documents. Inclusive of plan and profile sheets, typical cross sections, general sheets, typical standards, cross sections and all other sheets required to comply with IDOT standards. b. Develop a stormwater and pollution prevention plan. Detail the requirements as required to be followed by the Contractor and his agents at all times. c. Develop specifications for the purpose of bidding and construction. Specifications will include all required references to the Illinois Department of Transportation's Standard Specifications for Road and Bridge Construction in Illinois. d. Provide for the analysis of Structure Number 043-2011 (the culvert/bridge crossing of the Rob Roy Creek). Provide for design of the appropriate modifications and additions to the structure to accommodate the new roadway width. e. Develop traffic control plans for staging project(maximum of four stages, limits yet to be determined). f. Develop plans for signalization of five intersections complete with interconnects. 15. Coordination and Public Relations a. Attend all meetings with City Officials, City Staff, residents, business owners, the Illinois Department of Transportation and any other agencies or interested parties as requested. 16. Coordinate with Utility Companies 17. Develop Cost Estimates 18. Develop Estimates of Construction Time 19. Prepare alternate plan sets for phasing as directed by City(maximum of 3 phases) 20. Process IDOT permitting and assist in the Bidding and Letting process a. Attend bid opening b. Prepare bid summary and tabulation c. Assist in the evaluation of bidders Page 7 of 8 BLR 05512(Rev.7/05) Exhibit A EXHIBIT B: SUMMARY OF ESTIMATED COMPENSATION FOR PROFESSIONAL ENGINEERING SERVICES NORTH ROUTE 47 IMPROVEMENTS Cornelis Road to Baseline Road United City of Yorkville,Kendall Co.,IL DESIGN AND CONSTRUCTION ENGINEERING PHASE I-PRELIMINARY %of PHASE II-ENGINEERING %of PHASE III-CONSTRUCTION %of ESTIMATED ENGINEERING STUDY&REPORT Construction DESIGN Construction ENGINEERING Construction CONSTRUCTION Pro ect (Contract=HR Cost Contract=%or FF Cost Contract=HR) Cost COST North Route 47 Improvements $300,000 2% $825,000 5.5% 1 $675,000 4.5°/s $15,000,000 ESTIMATED ADDITIONAL CONSULTATION,SURVEYING,AND TESTING SERVICES Estimated Contract Service Costs Type Easements and Legal Surv;in $20,000 HR Subsurface Soils Investi at $38,000 AC Material Testing $250,000 AC CONTRACT DESIGNATIONS FF=Fixed Fee AC=Actual Cost HR=Hourly Rate With Estimated Fee %=Percentage of Approved Estimate of Cost *Note:Phase li Design fee shall be adjusted if plans are separated into phased plan sets(maximum of 3) at$50,000 per phased set ENGINEERING ENTERPRISES,INC. GAPubl1c\Yorkvi1le\2005\YO0537 IL Route 47 Improvement Plans\En&ummary of compensationSummary SUGAR GROVE,IL Page 8 of 8 I a f— SASJjCME ROAD ~.. v t T a•,.. ti. �. J J.S.ROUTE 30 L.r ,...•? ( t' O I STUDY AREA • s , w i • REILS ROAD r: '�{•� we 77'1 • 0 3, .rot � .1�°—r "� ! �i. T �� .. 4. "� 3 'w."'k` - /' r ;� �',,[�/ •' 'tom � . / e O , k ■ OF • �� .. 800 GAME FARM ROAD YORKIALLE, ILUNOIS 60560 LOCATION MAP�� Reviewed By: J= p� Legal El City Council Finance ❑ EST 1836 Engineer ❑ City Administrator El A A nd Item Tracking Number �! O Consultant El Vq ' CE� El City Council Agenda Item Summary Memo Title: Park/Public Works Building Update City Council/COW/Committee Agenda Date: Public Works 2/6/06 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: C4 o United City of Yorkville Memo Public Works Department Esr 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4370 <LE �? Fax: 630-553-4377 Date: January 31, 2006 To: Art Prochaska, Mayor From: Eric Dhuse, Director of Public Works CC: John Crois, Administrator Traci Pleckham, Finance Director Scott Sleezer, Park Superintendent Subject: Park/Public Works Building Update Art, I have attached a scaled drawing and equipment list of the current public works/parks facility on Tower Lane. As you can see, conditions are very cramped, and will become even more so when we lose our off site storage space. I would like to place this on the Public Works agenda along with a memo from Scott Sleezer that states the Park Board position on construction of their new facility. If the committee agrees with the idea of the joint facility, I will work with Scott and Traci on funding options not only for the shared facility, but for a permanent one as well. If you have any comments, questions, or concerns please let me know. CO.o United City of Yorkville Memo Parks Department Esr. lass 800 Game Farm Road Yorkville, Illinois 60560 0� �O Telephone: 630-553-4358 <LE Fax: 630-553-4377 Date: 1-31-06 To: Joe Besco From: Scott Sleezer CC: Eric Dhuse Subject: Maintenance Facility Joe, At the January 12,2006 meeting the Park Board discussed the idea of sharing space with the Public Works Department in a new Parks Department maintenance facility. The Park Board agreed this would be a good use of space until the Public Works Department could build a new maintenance facility or until the Parks department would fully need the space. The Park Board agreed to move forward to the Public Works Committee meeting to look into ways the building could be jointly used and funded. The Park Board wanted the building to still be design as a Parks maintenance facility because the Parks Department would ultimately be the end user. Public Works/Parks Current Space Use eri Stor ge (pipe, gs, c P, poles, ) Equipment not stored on site Z;I Street Sweeper John Deere Utility Tractor Massey Ferguson Utility ractor Y10 Y11 1 Asphalt Roller and Trayiler 14 Y3 Y Leaf Vacuum CAT 436 Y2 Grader Attachment for Skid Steer Utility Wagon Y4 Flail !lower Harley Rake 0 p� Yl Y20 Y6 Pull Behind Generator W Y18 416 Y7 E 15 F9 F91 f9 F1 _ Park Department equipment not stored on site CU Y27 1 Lv H 1 Y8 Jacobsen HR1151 mower Jacobsen mower Grasshopper mower Toro mower Ballfield Maintenance Trailer 1 4 Walk behind snow blower Walk Behind Eder Walk Behind Paint Sprayer © 18' utility Trailer utility trailer 3 7 3 — pick up trucks 11 HATER 4 — personal vehilcles TONER Flit e P ed P4 P5 8 Near Future Purchases (2 years) E ipm t/ eri P2 P3 22 Wheel Loader for a Single Axle Dump Truck SALT SHED Utchty Trunk TO11ER LANE Pick up Truck CONC. SLAB Pick Up Truck Unity Tractor w/attachments Qoom y23 Boom Truck 18' Trailer STORAGE BINS 16 17 le Axle Dump Truck / U' ty Truck 0 City Vehicle/equipment s Personal Vehicle Vehicle/Equipment Inventory for Public Works VEHICLE DESCRIPTION VIN/Serial Number Department Current Value Replacement Yr. Repl. Cost 1998 DODGE DAKOTA PICK UP 1 B7GG22XXWS529467 WATER $8,500.00 2003 $38,000.00 1999 INTERNATIONAL 4X2 1HTSDAANlYH252966 STREETS $45,000.00 2006 $80,000.00 2000 FORD F550 DUMP TRUCK 1 FDAF57F4YEE05072 STREETS $32,000.00 2007 $76,000.00 2001 INTERNATIONAL 6X4 1STSHADTX1H331248 STREETS $60,000.00 2008 $90,000.00 2001 FORD F250 1 FTNX21 S21 EB53058 SEWER $25,000.00 2006 $35,000.00 2001 FORD F350 1 FDSF31 S51 ED60146 WATER $25,000.00 2006 $35,000.00 2002 FORD F350 UTILITY TRUCK 1 FDWF37592ED27323 STREETS $38,000.00 2006 $40,000.00 2002 INTERNATIONAL 4X2 1HTWDAAR13J052663 STREETS $75,000.00 2009 $77,000.00 2003 FORD F350 1 FTSF31 SX3EA32518 PW $30,000.00 2008 $35,000.00 2003 FORD F350 1FDWF37S83ED42302 WATER $39,000.00 2008 $41,800.00 2003 INTERNATIONAL 4X2 1HTWAAR74J083169 STREETS $72,000.00 2010 $80,000.00 2004 INTERNATIONAL 4X2 1HTWAAR44J020059 STREETS $76,000.00 2011 $82,000.00 2004 FORD F150 1 FDSF31 S51 ED6046 WATER $12,500.00 2009 $13,500.00 2004 FORD F150 2FTRF17W63CA55586 WATER $12,500.00 2009 $13,500.00 2004 F350 DUMP TRUCK 1FDWF375X4ED64867 STREETS $36,000.00 2009 $38,000.00 2004 INTERNATIONAL VAC CON 1HTWDADR94J092578 SEWER $235,000.00 2019 $300,000.00 2005 F350 CRANE TRUCK 1 FDWF37Y25EC37004 SEWER $47,000.00 2013 $52,000.00 2005 FREIGHTLINER STREET SWEEPER 1 FVAB6BV75DN04463 STREETS $147,000.00 2015 $150,000.00 2006 INTERNATIONAL 4X2 STREETS $87,000.00 2012 $95,000.00 2006 INTERNATIONAL 6X4 STREETS $97,000.00 2012 $105,000.00 TOTAL $1,244,500.00 TOTAL $1,640,800.00 EQUIPMENT VIN/Serial Number Department Current Value Replacement Yr. Repl. Cost 1992 CATERPILLAR 416B BACKHOE 8SGO4075 PW $25,000.00 2004 $90,000.00 2000 CATERPILLAR 436C BACKHOE 2AR01868 PW $75,000.00 2010 $95,000.00 1999 JOHN DEERE 4500 TRACTOR PW $13,000.00 2009 $20,000.00 2002 BOBCAT 873 SKIDSTEER 514149066 PW $35,000.00 2003 $3,500.00 MASSEY FERFUSON 1030 TRACTOR 41486 PW $5,000.00 NA $0.00 TRACTOR MOUNTED ROTOTILLER 626830 PW $500.00 AS NEEDED $1,000.00 SMALL GILL 20A600 PW $500.00 AS NEEDED $1,000.00 LARGE GILL C112752 PW $1,000.00 AS NEEDED $1,500.00 LANDSCAPE RAKE T6YA018 PW $5,000.00 AS NEEDED $8,000.00 SNOW BLADE FOR MASSEY TRACTOR 209 PW $500.00 AS NEEDED $1,000.00 CRONKITE TRAILOR 473271926W1101573 PW $3,000.00 2007 $7,000.00 WOLFPAC ROLLER AND TRAILOR PW $20,000.00 2007 $30,000.00 FLINK 11' SNOW PLOW PW $3,000.00 2007 $4,000.00 WISSMILLER AND EVANS 11' SNOW PLOW PW $1,000.00 2007 $4,000.00 10' BOSS SNOW PLOW PW $4,000.00 2007 $4,000.00 8'-6" BOSS SNOW PLOW (2) PW $6,000.00 NA $7,000.00 8'-0" BOSS SNOW PLOW (4) PW $12,000.00 NA $15,000.00 11' MONROE SNOW PLOW (3) PW $15,000.00 $18,000.00 FLINK TAILGATE SALT SPREADERS (4) PW $6,000.00 VARIES $8,000.00 HONDA 3" TRASH PUMP (2) PW $3,000.00 $4,000.00 HOMELITE 3" TRASH PUMP ipw $1,000.00 AS NEEDED $2,000.00 HONDA GENERATOR PW $4,000.00 AS NEEDED $5,000.00 CAMPBELL/HAUSEFIELD AIR COMP. PW $2,000.00 AS NEEDED $2,000.00 AMERICAN AIR COMPRESSOR PW $1,000.00 AS NEEDED $2,000.00 MILLER WELDER PW $2,000.00 AS NEEDED $2,000.00 LINCOLN WELDER PW $500.00 AS NEEDED $500.00 PRESSURE WASHER PW $5,000.00 AS NEEDED $5,000.00 MEULLER TAPPING MACHINE 'PW $2,500.00 AS NEEDED $2,500.00 VALVE OPERATOR PW $2,500.00 AS NEEDED $4,000.00 4" TRASH PUMP PW $5,000.00 AS NEEDED $6,000.00 BOBCAT 553 SKIDSTEER W/ BLOWER PW $15,000.00 AS NEEDED $15,000.00 TARCO LEAF VACUUM PW $35,500.00 AS NEEDED $35,500.00 GRADER ATTACHMENT FOR SKIDSTEER PW $6,250.00 AS NEEDED $6,500.00 HALLMARK TRAILER PW $5,000.00 AS NEEDED $6,000.00 FLATBED WAGON PW $1,000.00 AS NEEDED $1,000.00 CHAINSAW (4) PW $12,000.00 $2,000.00 CONCRETE SAW (2) PW $5,000.00 $5,000.00 PACKER COMPACTOR PW $1,000.00 $2,500.00 PORTABLE GENERATOR (PULL TYPE) IPW $10,000.00 $15,000.00 BOBCAT BREAKER FOR SKIDSTEER 2003-1 PW $5,000.00 AS NEEDED $5,000.00 i TOTAL $349,750.00 TOTAL $3,723,100.00 ADDITIONAL VEHICLES/EQUIPMENT PURCHASE YEAR DEPT. COST REPLACE COST 1/2 ton pick up 2006 PW $15,000.00 2011 $18,000.00 1/2 ton pick up 2006 PW $15,000.00 2011 $18,000.00 Wheel Loader 2006 PW $135,000.00 2016 $150,000.00 Single Axle Dump Truck 2006 PW $85,000.00 2013 $95,000.00 Concrete Saw 2007 PW $10,000.00 $10,000.00 Single Axle Dump Truck 2007 PW $85,000.00 2014 $95,000.00 Utility Machine with Attachments 2007 PW $85,000.00 2014 $90,000.00 Utilty Truck 2007 PW $45,000.00 2012 $50,000.00 Utility Truck 2007 PW $38,000.00 2012 $40,000.00 TOTALS $513,000.00 $566,000.00