The URL can be used to link to this page

Public Works Packet 2005 06-27-05 ,QEDc/Ty0 United City of Yorkville County Seat of Kendall County 800 Game Farm Road EST.14. "II1836 Yorkville, Illinois, 60560 Telephone: hone: 630-553-4350 0 tL 11 ` Fax 630-553-7575 $ Website: www.yorkville.il.us PUBLIC WORKS COMMITTEE MEETING AGENDA Monday,June 27, 2005 7:00 PM City Hall Conference Room Revised: 6/24/05 Approval/Correction of Minutes: None Presentations: 1. Blackberry Creek a. USGS Floodplain and Floodway Mapping for Blackberry Creek—PW 5/23/05 b. EEI Agreement for Consulting Engineering Services for the Monitoring of the Floodplain and Floodway Mapping for Blackberry Creek—PW 5/23/05 c. Sidwell Contract for Blackberry Creek New Business: 1. Illinois State Geological Survey Research Agreement for Groundwater Resource Investigations for Kendall County 2. Plat of Easement—Betwizer Development 3. Block 4 Black's Addition—Letter of Credit Reduction#1 4. 2005 Asphalt Surface Treatment Program—Results of Bid Opening 5. 2005 Crack Filling Project—Results of Bid Opening 6. Resident Request for a Buffer for PNA Property 7. Contract A.2—Cannonball Trail Booster/PRV Station—Change Order#2 8. Greenbriar Unit 4 Letter of Credit 9. Cornerstone Subdivision Bond Reductions No. 1 10. Bruell Street Forcemain and Gravity Sewers—Change Order#2 11. Sale of Used Equipment 12. Water Tower Repairs 13. Sanitary Sewer Manhole Lining Project 14. Hiring for Locator Position 15. Block 4 Black's Addition—Letter of Credit 16. 500MG Water Tower Painting—Change Order#1 Page 2 Public Works June 27, 2004 Old Business: 1. Citywide Transportation Analysis—PW 5/23/05 2. Route 126 and Route 71 Intersection Realignment—PW 5/23/05 3. Tree Canopy Protection Ordinance—PW 5/23/05 &4/25/05 Additional Business: PROJECT PROPOSAL FLOODPLAIN AND FLOODWAY MAPPING FOR BLACKBERRY CREEK IN KENDALL COUNTY, ILLINOIS Prepared for City of Yorkville, Village of Montgomery, and Kendall County U.S. Geological Survey, WRD 221 North Broadway Urbana, Illinois 61801 (217) 344-0037 Ext. 3055 (David Soong) (217) 344-0037 Ext. 3024 (Tim Straub) Mach 15, 2005 Title: Floodplain and Floodway Mapping for Blackberry Creek in Kendall County, Illinois Introduction: The U.S. Geological Survey(USGS), in cooperation with Kane County Department of Environmental Management, currently is completing floodplain and floodway mapping for the Kane County portion of Blackberry Creek. Additional data and analysis are needed to complete the floodplain and floodway mapping for the Kendall County portion of Blackberry Creek. Problem: Flooding has been a problem in the Kendall County portion of Blackberry Creek and updated floodplain and floodway mapping are needed. Data for hydraulic structures are updated in Kendall County, but large data gaps remain in natural cross- sectional data. A tributary(Trib 80 and 81, fig. 1) is present but no channel data are available to complete the floodplain and floodway mapping of the creek. Objectives and Scope: The objectives of this project are to complete the data collection, analysis, and mapping of the floodplain and floodway mapping for Blackberry Creek in Kendall County. The following components will be completed as part of the project: 1) Survey main stem and tributary 2) Download color digital orthophoto quadrangle (DOQ) available for this portion of Blackberry Creek 3) Obtain detailed topography for watershed delineation and flood mapping 4) Hydrologic and hydraulic analysis for floodplain/floodway analysis 5) Produce FEMA approved floodplain and floodway maps for 10, 100, and 500- year floods. 6) Complete a report describing the data collection, analysis, and mapping of the Kendall County portion of the Blackberry Creek • • '�a, i^rrs r a A .er .r .;•7' av i €" )'. #j°' tr,, ; .lk J p y�'igg H� �{y�'F �y d `'''''.."'''''.4:444::;.,:.114 iv r P 44,::E'..14.44.••:•.,. 4 ' "°, §<� t *r,4 A. iiti • ,p ;:. Iiii: 4i�' M , ,j • .�' qd p P , tt y '1k nC 4 aika tea~ ,� € �' : ., .F�y �`�`,4. ,,,,„4444t4`;;#474. a,`�'� �.,� " , .�. � q t � " ". w c 3;. w t 2 ..:**4-.A.:' p�.x 4 c , a c-: , t„ ,r•' fi ,a, r, ,A r at } A' 1•" 41 � s°��.^r' 'w� -uv 4114' 9 .:" P # 'L, G, ,aait3' s d;,t ,°,� .� .` r,t tsw-ay' � -i 4:"i° €� �iti °'.' 4. ° �, , l,» q f _-`,is ±t�•m 4 ,ipP. �h:* • s' ?' ,'d a ilS i 4'. } °:� k TTTTT , --,Y ad ' '• • *�sy_3.,_„' n .4 e f: 4m t y -1 YiY 3:.. e p'14: Y yid l a ,_.M 9� � 9x, • % ;,o^e:'-�fi Sx t *• <. :4 i".'`-a„,.is ,: ........ t... ...,....,,,...,.,:,, . ,,..s...0:„.,.,..,,,,,‘,...,,,.4„,,,,,, ,:04,.; ''''''''.'4?.. X 7'4• t «3t't�t-.-.. E+ li=t,',--: '''.4.r..,..1:it_t, 4” —r. tF i�: i a a .&• ° iw.':�,,,,t.,:: y: 47.:;:;'4.;',. ...,,,,,,::744,..:,;',.:. x � ) �y x `4 k R ?d;.#yw S ;$ , ,rt•;nm. . .., v f _ y, 'n �{. 41r', '.'d � r A K y'J5 ,� N7'. ;��£ e:. }t 7.s°w?. s- r. 3a „f S • 1• ;\Y tr xd g+ r a n v £ ” a 4 t �� iJ a met .a a r 1".°4'''4',,,, 4`n &J P N' 4,,e-'4.4,.!;,'4,,::,=,,,-.1.,.. A ! 1 a i"_ a � .r 1 "r 4 .''. 4F � "'°i4 X34 1 , r°: cif A 6P a ,,,/ b a®_r ,�, :4 } 'Z a ';7;... w Y ' 'i k�.l.;. .x, ,P .'""•,� -� ::,a; �r" tt4 -i;"@ r�•.' L : 1.k�•yyj a: ,1`'�i�' s„,,,,,.:,,,,,t:. `•;la RGv t��'f'',,a,� ��r ,� ��`” ,*� � ^.e'a ',,v+ a°� � �� r��l,d � ,� g 111111/ . - rfi"'g f- .''` ',r,8 • '" ,` y, ` r r y a$ t .� € F`t j *sem:; a 1,,r ,.:.‘,,.;*,,,,iti..,,i_,,,,„,:r,,,i.s..,.,,,,,: u% `- #`' J • � - �x ,� ;' a ay L� �'� 4 �r '�� k.' a�,�, a �� .e �� i'r�``�Y � 1T .;•,.,9',t3.4 if e ar . .� rt �`,xr:" er / '€ r�T F Yrrrx€ S`r`, 1'0-Ri:lift` "�i r Al', t::%:;4•1'.:,':•,!,:zi'.,„:-.•!7.'-e:/!•°4/. .•t''''-t:7'.1.''..-.:4147 '.:',-R' ,� w` '' /r ! k R a `•' r '>sz + a :.,..4,„,..,,, y Y, 2,4i'•'4".'.',0,14",:. er ;;;, }u�) „,;,.7.,14.0,_'1rVr : , d 8., C,. r `' v 4 w', da. r. rr..tr..rr��*e. +. w �. '�� r •.r y��ir �4• �a • $1i �„ .,,. «•� a r +;, l t4!r r a .,a% ,�”' gr Vi .. rr �sr ' . EXPLANATION 0 Q25 0.5 MILE it, ,:,.;1.,,,e,,,441•,,,i 0.::7:::,!'14::fo,,'/ i,-.5',,,-;'':;,.;,:i. .. .,,. . P7 Hase from U,S.Oeoingi I s trvey and tiinois Department of WATERSHED BOUND Y OPD i J t A tbwral Reswroas 12d 100 Dlghal Daa Nlin�is brans Plane I I I I 1 I I t I 1 (i Fast Deardinate System(Feet),1NSS STREPM s Cross Section 0 0.250.5 1 kILOMETER 7 1 Watershed Boundary with Gros Sections Figure 1. Kendall County portion of Blackberry Creek including subwatersheds and cross-sections DRAFT 4/25/2005 8:57 AM Benefits: An important part of the USGS mission is to provide scientific information to minimize the loss of life and property from natural disasters. To effectively accomplish this mission, the USGS provides reliable, impartial, and timely information needed for understanding flood hazards. The information is utilized by the Federal Emergency Management Agency(FEMA)to administer its programs under the National Flood Insurance Program (NFIP) and in disaster mitigation. Floodplain maps prepared for the NFIP also are used by other governmental agencies, lending institutions, businesses and industry, and the public for making informed decisions about land use in areas potentially subject to flood hazards. The USGS works to improve field and analytical floodplain- mapping methodologies and uses the information generated by floodplain-mapping activities to advance the scientific understanding of hydrologic processes related to flood hazards. The information also is used for planning, for resolving potential conflicts, and for protecting life and property. The floodplain mapping done by the USGS in Illinois is an integral part of the nationwide floodplain-mapping network. Approach: Four primary components will be completed as part of this project. 1) Gaps in cross-sectional data in the main stem and on the tributary will be filled. Approximately 40 cross-sections (both hydraulic structures and natural cross-sections) will be surveyed. All data will be uploaded into the present hydraulic model for the stream system. 2) A color DOQ available for the region at http://mapping.usgs.gov/will be downloaded and used as a background for the floodplain and floodway map, and analyze for flood-hazard areas. 3) Using the updated hydraulic model, the hydraulic-routing tables embedded within the hydrologic model will be updated and the hydrologic model will be re-run using 50 years of meteorological data. Frequency analysis will be completed on the simulated flow data from the hydrologic model. The resulting flood discharges for the subwatersheds then will be used in the hydraulic model for the floodplain and floodway mapping. DRAFT 4/25/2005 4) A report will be written and published, and include the floodplain and floodway discharges and maps. Also,the current ArcIMS that includes flood information for the Kane County portion of Blackberry Creek will be updated to include the Kendall County information resulting from this study. Personnel: David Soong, Hydrologist, Ph.D., P.E.; Tim Straub, Hydrologist/Civil Engineer, P.E., additional staff will be utilized for surveying and data processing. Budget: (Project costs are planned to be paid on a 50:50 cost basis by the USGS and cooperator). A budget for FY 2007 budget is included for USGS report preparation and possible delays with FEMA approval. Kendall Budget Breakouts: FY 2004 Salary $73,500 Travel 9,000 Supplies 1,000 Vehicles 2,500 TOTAL $86,000 FY 2005 Salary $108,000 Sidwell Contract 18,000 (paid directly from Yorkville) Supplies 2,000 Travel 6,000 Vehicles 2,000 TOTAL $136,000 FY 2006 Salary $87,100 Report activities 5,000 Travel 2,000 Vehicles 1,000 TOTAL $95,100 FY 2007 DRAFT 4/25/2005 Salary $36,000 Report activities 10,000 Travel 1000 Vehicles 1000 TOTAL $48,000 DRAFT 4/25/2005 tic#� /) 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eeiweb.com Enginssrirng Entsrprisss. May 19, 2005 Mr. Tony Graff City Administrator 800 Game Farm Road Yorkville, IL 60560 Re: Floodplain and Floodway Mapping for Blackberry Creek in Kendall County, Illinois United City of Yorkville, Kendall Co., IL Dear Tony- In accordance with your request, please find attached an agreement for consulting engineering services for the monitoring of the above referenced project on behalf of the United City of Yorkville. We look forward to working with the City to facilitate the funding and execution of the pertinent agreements, as well as, monitor the progress and technical basis of the study. We propose to provide our services to the City on an hourly basis. We estimate our total fees over the approximately two and a half years of the proposed study period to be approximately $10,000. If you have any other questions or comments, please do not hesitate to call. Respectfully Submitted, ENGINEERING ENTERPRISES, INC. / Jeffrey W. Freeman, P.E. Senior Project Manager JWF/me Encl. pc: Mayor Art Prochaska Mr. Joe Wywrot, P.E —City Engineer Mr. John Wyeth —City Attorney Ms. Liz D'Anna — Deputy Clerk (w/ 2 originals) JKM, JTW, DMT— EEI 'G:\Public\Yorkville\2004\YO0404 Blackberry Creek Restudy\Doc\Lgraff0l.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 MONITORING OF THE FLOODPLAIN AND FLOODWAY MAPPING FOR BLACKBERRY CREEK IN KENDALL COUNTY, ILLINOIS This Agreement, made this day of , 20 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: ENGINEER agrees to perform for the CITY the following Services: 1) work with CITY Staff to help coordinate the receipt of the grant dollars jointly received by Kane County and the United City of Yorkville, 2) work with CITY Staff and help coordinate the preparation and execution of a Joint Funding Agreement (JFA) between the currently proposed funding parties, 3) review and facilitate the execution of USGS's proposed project proposal for the Floodplain and Floodway Mapping for Blackberry Creek in Kendall County, Illinois (hereinafter referred to as the "STUDY") on behalf of the CITY, 4) monitor the progress of the STUDY and provide updates to the CITY at critical points throughout the STUDY period, 5) review the results of the STUDY and provide comments to the CITY for their consideration, and 6) attend meetings as necessary to facilitate each of the work items listed above. 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 $10,000. 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 term of this Agreement shall be active through December 31, 2007, 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 PAGE 2 OF 2 UNITED CITY OF YORKVILLE compensation calculated as described in paragraph 3 for all costs incurred through the date of termination. 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.: iir-((-6 Mayor Senior Project Manager ATTEST: ATTEST: Oft6(t'''(.01 City Clerk Se e a G:\Public\Yorkville\2004\Y00404 Blackberry Creek Restudy\Doc\Agreement.doc 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 STANDARD SCHEDULE OF CHARGES January 1, 2005 www.eeiweb.com Engineering Enterprises. 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 G:\EEI\Docs\Forms\General\STADS0105.DOC Consulting Engineers Specializing in Civil Engineering and Land Surveying Personnel, Positions & Classifications James K.Michels,P.E. E-3 Michele L.Piotrowski,E.I. P-4 President Project Engineer Peter G.Wailers,P.E. E-3 Terry M.Heitkamp,E.I. P-4 Senior Vice President Project Engineer David R.Burroughs,P.E. E-3 Nathaniel J.Koehneke,E.I. P-4 Vice President Project Engineer Ronald G.Naylor,P.E. E-2 Stephen T.Dennison,E.I. P-4 Senior Project Manager Project Engineer John T.Whitehouse,P.E.,P.L.S. E-2 Amy L.Sellner,E.I. P-4 Senior Project Manager Project Engineer Bradley P.Sanderson,P.E. E-2 Walter D.Chornomaz,E.I. P-4 Senior Project Manager Project Engineer Jeffrey W.Freeman,P.E. E-2 Steven J.Vassos,E.I. P-4 Senior Project Manager Project Engineer William E.Dunn,P.E. E-2 Gregory A.Chambers 1-5 Senior Project Manager Senior Project Technician(Field) Timothy P.Farrell,P.E. E-1 Steven Gozner,Ill T-5 Project Manager Senior Project Technician(CAD) Timothy N.Paulson,P.E. E-1 David S.Stewart T-5 Project Manager Senior Project Technician(Field) Kevin S.Bomstad,P.E. E-1 William C.Pierson T-4 Project Manager Project Technician(CAD) David E.Schumacher E-1 C.Larry Nolan T-4 Project Manager Project Technician(CAD) Scott A.Swanson E-1 Kristopher K.Pung T-4 Computer Aided Drafting& Project Technician(CAD) Information Systems Manager Lenard E.Lynn T-4 Robert G.Walker,P.E. E-1 Project Technician(Field) Project Manager Courtney N.Windel T-4 George R.Burgess,P.L.S. P-5 Project Technician(CAD) Senior Project Surveyor Ryan M.Christoffel T-3 Mark G.Scheller,P.L.S. P-5 Senior Technician(Field) Senior Project Surveyor Joshua M.Boatman T-3 Andrew R.Deitchman,P.E. P-5 Senior Technician(Field) Senior Project Engineer/Environmental Matthew R.Blackburn T-3 Jason P. "Jay"Nemeth,P.E. P-5 Senior Technician(Field) Senior Project Engineer Denise M.Migliorini A-3 Yifang Lu,P.E. P-5 Administrative Assistant Senior Project Engineer Denise M.Thelander A-3 Stephan W.Grabowski P-5 Accounting Assistant Senior Transportation Planner Angela R.Ford A-3 David A.Kamano,P.E. P-5 Secretary Senior Project Engineer Dawn M.Goodbred A-3 Scot H.Prindiville,P.E. P-5 Secretary Senior Project Engineer Nicole M.Morris A-3 Christopher E.Peterson,S.I. P-4 Accounting Assistant Project Surveyor Bobbi M.Erdmann A-3 Julie A.Morrison,E.I. P-4 Marketing Director Project Engineer Angela D.McCoy A-3 Jason M.Bauer,E.I. P-4 Accounting Assistant Project Engineer Rebecca A.Kidd A-3 Timothy V.Weidner,E.I. P-4 Administrative Assistant Project Engineer East Dundee,Illinois LEGEND: Mark C.Weber,P.L.S. P-5 P.E.=Professional Engineer Senior Project Surveyor P.L.S.=Professional Land Surveyor E.I.=Engineer Intern Robert C.Watts T-5 S.I.=Surveyor Intern Senior Project Technician(Field) E=Executive P=Professional Stacy L.Nilsen A-3 T=Technical Office Manager A=Administrative 04/06/0 5 P� 6�."t( (t } .�_ _ IC x c SIDWELL May 17, 2005 Mr. Tony Graf City Administrator The City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Dear Mr. Graf: Attached is our proposal for services to develop a surface model for the Blackberry Creek watershed. While updating the address information on the document to your office I noticed that the content did not completely reflect my notes regarding the data requested. Therefore, I revised the document to specify that the planimetric detail will be represented by the Kendall County digital orthophoto imagery and included the imagery in the deliverables. Also, I indicated that a set of deliverables would be directed to both The City of Yorkville and the USGS. If this document does not represent your understanding, please let me know. Very truly yours, Gary A. Lobdell Photogrammetric Account Manager Cc: Timothy Straub THE SIDWELL COMPANY GIS&Mapping Solutions 675 Sidwell Court•St.Charles,Illinois 60174-3492•Phone:630.549.1000•Fax 611.549.1111 www.sidwpllco.com 11 SIDWELL May 17, 2005 migem Mr. Tony Graf City Administrator The City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Dear Mr. Graf: It is a pleasure to submit this proposal for a surface model in accordance with your recent request. The following paragraphs detail the mapping project. Project Area The project area, known as the Blackberry Watershed in Kendall County, is specifically defined on the attached map. The area to be mapped includes approximately 12 square miles and is located in T37N, R7E, Kendall County, IL. Aerial Photography We have photographed the project area in spring, 2003 with a distortion free, high resolution, precision aerial mapping camera, and the aerial photography is suitable for stereo compilation of the topographic mapping. Field Control Using the completed aerial photography, we will prepare and execute a control plan for the project. The horizontal control will reference the Illinois State Plane Coordinate System, NAD83. The vertical control will reference NAVD 88. Topographic Mapping Using the completed aerial photography and field control, terrain data (DTM)will be collected using precision stereoscopic plotting instruments and then contours generated at two (2) foot intervals. This data will tie to the Kane County surface data. The planimetric detail will be represented by the Kendall County digital orthophoto imagery. Final Topographic Map The final topographic mapping will be delivered in digital formats compatible with AutoCad and MicroStation software. The mapping will exhibit specific line weights, symbolization and lettering and feature layers. THE SIDWELL COMPANY GIS&Mapping Solutions 675 Sidwell Court•St.Charles,Illinois 60174-3492•Phone:630.549.1000•Fax:630.549.1111 www.sidwellco.com The City of Yorkville May 17, 2005 Page Two Topographic Mapping Accuracy The horizontal accuracy of the mapping will be such that at least 90% of all well defined compiled planimetric features will be shown within 1/30" of their true position at map compilation scale when compared to the nearest horizontal control station, and none will be in error more than 1/15" using the same comparison. The vertical accuracy of the mapping will be such that at least 90% of all elevations determined from solid line contours will be within one-half the contour interval of true elevation when compared to the nearest bench mark, and none will be in error more than one contour interval. Ninety percent of spot elevations shall be within one-quarter of the contour interval and none will be in error more than one-half the contour interval. Spot elevations will be shown to their best advantage. In areas where foliage obscures the viewing of the surface, dash line contours will be shown indicating that they may not be to the accuracy as stated previously. Map Content The mapping will contain all topographic detail normally shown on maps of this scale and contour interval, which is identifiable or interpretable from the aerial photography. All work will be furnished in accordance with the best standards of Professional Surveying and Mapping Practice. Deliveries 1. One Copy of Mapping in .DGN and .DWG Formats 2. One Set of Digital Orthophoto Images One set of deliverable will be provided to each of The City of Yorkville and the US Geological Survey. Fee, Payment and Conditions Our fee for the work and services as outlined above will be $ 14,975.00 We will submit invoices at the completion of each phase of the project for the percentage of work completed. Invoices will be payable net 30 days. Should it become necessary for the Company (seller) to enforce this contract, the purchaser agrees to pay all reasonable attorneys' fees and collection costs. This proposal will be in effect for a period of 60 days. If it is not accepted within this time frame, we reserve the right to resubmit the proposal reflecting changes, which may have occurred. %%Pi SIDWELL The City of Yorkville May 17, 2005 Page Three Standard procedure dictates that photogrammetric maps be field-checked prior to use. Failure to notify us within sixty days of any errors and/or omissions shall be deemed an acceptance of the maps and any claims as a result of such defects are waived. This proposal contains the entire and only agreement between the parties respecting the work, services and materials; and any representation, promise or condition, written or verbal, not incorporated herein shall not be binding on either party. Thank you for the opportunity of furnishing this proposal. For your convenience, we are making this a Contract Agreement, an executed copy of which will serve as your acceptance of this proposal. Please sign and return both copies of this proposal. We will return a copy of the executed proposal to you. This agreement becomes effective upon acceptance at the home office of The Sidwell Company. Very truly yours, Gary A. Lobdell Photogrammetric Account Manager Cc: Timothy Straub Accepted this day of All terms and conditions of this Contract , 20 Agreement accepted this day of , 20 THE SIDWELL COMPANY By By Individual responsible for payment. Title Title Company(If other than on proposal) Address City State Zip pay SIDWELL ` ts^ (4 TION- -.. `,- . TL,4.---\!.. - LI �. ^ - 1_ �. a reed- TERSTATE HIGHWAY .r. . S. HIGHWAY TATE HIGH WAY -22-1."-4-1,.1.-1...*-. F1."-4 r_1.• --. ► a � __,, -:# or gam: - . )UNTY HIGHWAYT,,--'--- �, 2 15551675) w ?AIL .. _ •.-, t . "...ie'rc , )LINTS` BOUNDARYA. 4.TERSHED BOUNDARY q: . a ` t` -REAMFLOW - (-k-v , jilt g) WING STATION AND IDENTIFIER N. a. APlit?-44*:**114:. ami. .�. Geoiogice! Survay +`,,, epartmenrt of Nature) . :24,4oa Digital Data Plane East Coordinate t , 1 983 \ ' 0 9 .25 2.5 144i4S * 0 1 .25 2.5 5 Kit / ( ----- D , .3..s- C Location of the Blackberry Creek watershed in Kane and KE 4 SOURCE OF FUNDS/SPONSORS: Kendall County Board; City of Joliet; Village of Millbrook; Village of Montgomery; Village of Oswego; City of Plano; Village of Shorewood; City of Yorkville; Village of Minooka AGREEMENT NO.: 2005-5986 Grant Code: UNIVERSITY OF ILLINOIS STANDARD RESEARCH AGREEMENT This Agreement is entered into between The Board of Trustees of the University of Illinois, a body politic and corporate of the State of Illinois, doing business on its Urbana-Champaign campus through the Grants and Contracts Office at 109 Coble Hall, 801 South Wright Street, Champaign IL 61820, hereafter called the "University", and: l) Kendall County Board doing business at 111 West Fox Street, Yorkville,IL 60560-1498; 2) City of Joliet doing business at 150 W. Jefferson Street, Joliet, IL 60432; 3)Village of Millbrook doing business at P.O. Box 51, Millbrook, IL 60536; 4)Village of Montgomery doing business at 1300 South Broadway, Montgomery, 11 60538; 5)Village of Oswego doing business at 113 South Main Street, Oswego,IL 60543; 6) City of Plano doing business at 7 North James Street, Plano, IL 60545; 7)Village of Shorewood doing business at 903 W. Jefferson, Shorewood, IL 60431; 8) City of Yorkville doing business at 800 Game Farm Road, Yorkville, IL 60560; and 9)Village of Minooka doing business at 121 East McEvilly Road, Minooka, IL 60447, hereafter collectively called "Sponsors." WHEREAS,the University and the Sponsors desire to enter into an Agreement pertaining to a research investigation; and WHEREAS, the investigation is to be funded by Sponsors and carried out by the University, under the terms and conditions specified herein; NOW, THEREFORE, in consideration of the premises hereof and the mutual covenants and agreements contained herein, the parties hereto agree as follows: 1. STATEMENT OF WORK. The University shall, with the funds made available by the Sponsors, furnish the personnel, materials, services, facilities, and equipment for the conduct of the work described as: "Groundwater Resource Investigations for Kendall County, Illinois." (Exhibit A attached and incorporated) 2. CO-PROJECT DIRECTORS. The Co-Project Directors assigned by the University for directing the performance of the work are Donald A. Keefer and David R. Larson. If, for any reason, the Co- Project Directors become unavailable, the University shall notify the Sponsors. If a mutually acceptable successor is not identified, this agreement may be terminated immediately by either party. All costs and expenses incurred by the University to the date of such termination, and, otherwise allowable hereunder, including obligations to third parties,to the extent they cannot be cancelled shall be paid to the University by Sponsors. 3. PERIOD OF PERFORMANCE. The period of performance shall be from June 1, 2005 through May 31, 2008. The period of performance may be extended under the same terms and conditions or such other terms and conditions as may be mutually agreed upon by written amendment hereto. 4. RIGHTS IN DATA. All original data and records of this work shall be the property of the University. 5. PUBLICATION. University shall have the right to publish or otherwise disclose the results of this work. In order to protect potentially patentable subject matter, the University will provide copies of proposed publications to the Sponsors 30 days prior to submitting same for publication. Sponsors shall not use the name of the University(except in an acknowledgement of Sponsorship of this Agreement) in publications, advertising, or for any other commercial purpose without the prior written approval of the University. The Sponsors shall not state or imply in any publication, advertisement, or other medium that any product or service bearing any of the Sponsors'names or trademarks, and manufactured, sold, or distributed by Sponsors, has been tested, approved, or endorsed by the University. 6. FINAL REPORT. Within ninety (90) days following termination of this Agreement, University will furnish to Sponsors a final technical report summarizing the work performed and the results thereof. 7. INVENTION RIGHTS. The University shall own all inventions, discoveries, and other developments arising from this work. The University shall disclose potentially patentable inventions to Sponsors,provided that Sponsors shall hold all such disclosures in confidence and shall not further disclose or use same in ways not previously approved in writing by the University. The University hereby grants the Sponsors first option to negotiate in good faith a license on commercially reasonable terms on each invention developed under this Agreement for which patent application is made by or on behalf of the University. This option to negotiate shall extend for a period of three (3) months following disclosure of the invention to the Sponsors. This option is granted at no additional cost to Sponsors beyond the funding of this investigation. 8. RELATIONSHIP OF PARTIES. The University shall have sole control over the work performed under this Agreement. The University's relationship to the Sponsors under this Agreement shall be that of independent contractor and not as an agent,joint venturer, or partner of Sponsors. 9. COST OF RESEARCH. Sponsors agree to pay the University the fixed-price sum of$292,000 for the performance of the work (see the following schedule). The budget will be designed to provide funds to the University to reimburse direct costs and facilities and administrative (indirect) costs of conducting the work. Facilities and administrative costs will be assessed at the applicable rate(s) in effect at the time direct costs are incurred. Payments are to be made in accordance with the following schedule: Payment# Due Date Amount 1 Upon execution of this Agreement: 1) Kendall County Board $ 11,515 2) City of Joliet $ 14,848 3)Village of Millbrook $ 1,880 4)Village of Montgomery $ 11,515 5)Village of Oswego $ 11,515 6) City of Plano $ 11,515 7)Village of Shorewood $ 11,515 8)City of Yorkville $ 11,515 9)Village of Minooka $ 11,515 2 12 months after the Effective Date of this Agreement 1) Kendall County Board $ 11,515 2) City of Joliet $ 14,848 3)Village of Millbrook $ 1,880 4)Village of Montgomery $ 11,515 5)Village of Oswego $ 11,515 6) City of Plano $ 11,515 7)Village of Shorewood $ 11,515 8) City of Yorkville $ 11,515 9)Village of Minooka $ 11,515 3 24 months after the Effective Date of this Agreement 1) Kendall County Board $ 11,515 2) City of Joliet $ 14,849 3)Village of Millbrook $ 1,880 4) Village of Montgomery $ 11,515 5)Village of Oswego $ 11,515 6) City of Piano $ 11,515 7)Village of Shorewood $ 11,515 8) City of Yorkville $ 11,515 9) Village of Minooka $ 11,515 TOTAL $292,000 Payments due from Sponsors will reference this Agreement, will be in U.S. currency,will be due and payable on the dates listed above, and will be remitted through one of the following payment options. OPTION A --By check: Payments remitted by check will be payable to the "University of Illinois" and mailed to: University of Illinois (Payee) Univ of Il at Urbana-Champaign-Grants & Contracts PO Box 4610 Springfield, IL 62708-4610 U.S.A. OPTION B --By ACH (Automated Clearing House): Payments remitted by ACH will be sent to Illinois' bank account as specified below: Financial Institution: Bank One, Illinois,N.A. Address: East Old State Capitol Plaza P.O. Box 19266 Springfield, Illinois 62794-9266 USA Nine Digit Routing Transit Number: 071000013 Depositor Account Title: The Board of Trustees of the University of Illinois EDI Receipts and Federal Depository Depositor Account Number: 616002911 Type of Account: Checking The University will endeavor to perform the research investigation within the funding provided by the Sponsors; however,the University is not obligated to expend any other funds on this work, and the Sponsors is not obligated to pay the University in excess of the stated amount. 10. FISCAL MANAGEMENT. The University shall maintain complete and accurate accounting records in accordance with accepted accounting practices for institutions of higher education. These records shall be available for inspection, review, and audit at reasonable times by the Sponsors, or its duly authorized representative, at Sponsors' expense, for three (3)years following the end of the University's fiscal year(July 1-June 30) in which such costs are incurred. The funds provided by the Sponsors shall be applied to the direct and indirect costs of this investigation. Indirect costs shall be assessed at the applicable rate(s) in effect at the time direct costs are incurred. Title to equipment and all other items purchased with funds provided by the Sponsors shall be titled to and remain with the University. 11. WARRANTIES. THE UNIVERSITY MAKES NO REPRESENTATIONS OR WARRANTIES, EXPRESSED OR IMPLIED, REGARDING ITS PERFORMANCE UNDER THIS AGREEMENT, INCLUDING BUT NOT LIMITED TO, THE MERCHANTABILITY, USE OR FITNESS FOR ANY PARTICULAR PURPOSE OF THE RESEARCH RESULTS DEVELOPED UNDER THIS WORK. Further, it is understood University shall not be liable for special, consequential, or incidental damages, as a result of Sponsors'use of the final technical report and the results contained therein provided by the University. Sponsors agrees to release the University and its employees and agents from, and agrees to be responsible for, any and all costs, damages, and expenses, including attorney's fees, arising from any claims, damages, and liabilities asserted by third parties which is not due to the negligence of University and arising from Sponsors' use of said results. 12. TERMINATION. This Agreement may be terminated by either University or Sponsors by giving to the other a minimum of sixty (60) days prior written notice. If the Sponsors terminate this Agreement, Sponsors shall pay for all direct costs incurred, and applicable indirect costs, up to and including the effective date of termination, and for all non-cancellable obligations made before receipt of notice of termination, even though they may extend beyond such termination date. If University terminates this Agreement, the Sponsors shall pay the University for all direct costs incurred, and applicable indirect costs, up to and including the effective date of termination. 13. AMENDMENTS. This Agreement may be amended only by the mutual written agreement of the parties. 14. ASSIGNMENTS. This Agreement may not be assigned by either party without the prior written consent of the other. 15. GENERAL PROVISIONS. This Agreement is to be governed by and construed in accordance with the laws of the State of Illinois. This Agreement embodies the entire understanding of the parties and shall supersede all previous communications, either verbal or written, between the parties relating to this Agreement. All terms and conditions of any documents, purchase orders, etc., issued by Sponsors to facilitate payment hereunder are null and void. 16. NOTICES. All notices shall be in writing and effective upon receipt. Notices shall be sent to the following addresses: University: University of Illinois Attn: Kathy Young, Associate Director Grant& Contract Administration 109 Coble Hall 801 South Wright Street Champaign, Illinois 61820-6242 Sponsors: Jeff Wilkins The Kendall County Board 111 West Fox Street Yorkville,Illinois 60560-1498 IN WITNESS WHEREOF,the parties hereto have executed this Agreement to be effective as of the date of last signature below. THE BOARD OF TRUSTEES OF THE UNIVERSITY OF ILLINOIS KENDALL COUNTY BOARD Stephen K.Rugg, Comptroller Authorized Signature Date Name and Title—printed or typed ATTEST: Date Michele M. Thompson, Secretary CITY OF JOLIET UNDERSTOOD AND AGREED: Authorized Signature Donald A.Keefer Name and Title—printed or typed Date David R. Larson VILLAGE OF MILLBROOK Authorized Signature Name and Title—printed or typed Date [CONTINUED ON NEXT PAGE] VILLAGE OF MONTGOMERY Authorized Signature Name and Title—printed or typed Date VILLAGE OF OSWEGO Authorized Signature Name and Title—printed or typed Date CITY OF PLANO Authorized Signature Name and Title—printed or typed Date VILLAGE OF SHOREWOOD Authorized Signature Name and Title—printed or typed Date CITY OF YORKVILLE Authorized Signature Name and Title—printed or typed Date VILLAGE OF MINOOKA Authorized Signature Name and Title—printed or typed Date Attachments: Exhibit A: Statement of Work(Research Project) Exhibit A Proposal Groundwater Resource Investigations for Kendall County, Illinois For Submission To: Jeff Wilkins, Kendall County, John Mezera, City of Joliet Pete Peterson, Village of Millbrook, James Grabowski, Village of Minooka Anne Marie Gaura, Village of Montgomery, Carrie Hanson, Village of Oswego Bill Roberts, City of Plano, Kurt Carroll, Village of Shorewood Tony Graff, City of Yorkville By Donald A. Keefer Illinois State Geological Survey 615 E. Peabody Drive Champaign, IL 61820 H. Allen Wehrmann Illinois State Water Survey 2204 Griffith Drive Champaign, IL 61820 Make Grant to: The Board of Trustees of the University of Illinois Amount Requested: $292,000 Project Period: June 1, 2005 - May 31, 2008 ft 2 y ci7a. ie.at 4.4 4 Donald A. Keeferi,L-GegAogist H. Allen Wehrmann, Senior Hydrologist Principal Investigator Principal Investigator Illinois State Geological Survey Illinois State Water Survey c"/V/d1111/14-/tilitt .\/) , V William W. Shilts, Chief fy� -- Derek Winstanley, Chief Illinois State Geological Surv' Illinois State Water Survey PA—/Charles F. oski, Chair Kath Yo ►g, Assoc. irector/Pre-Award Research Board Grants & Contracts A inistration University of Illinois University of Illinois A Proposal to Jeff Wilkins, Kendall County John Mezera, City of Joliet Pete Peterson, Village of Millbrook James Grabowski, Village of Minooka Anne Marie Gaura, Village of Montgomery Carrie Hanson, Village of Oswego Bill Roberts, City of Plano Kurt Carroll,Village of Shorewood Tony Graff, City of Yorkville Groundwater Resource Investigations for Kendall County, Illinois Donald A. Keefer, PG, Principal Investigator Illinois State Geological Survey Champaign, Illinois H. Allen Wehrmann, PE, Principal Investigator Illinois State Water Survey Champaign, Illinois Prepared: April 29, 2005 Groundwater Resource Investigations for Kendall County, Illinois Overview Sustainable economic development within Kendall County will be based, in part, on prudent decisions regarding groundwater use within the county. Awareness of this link between sound groundwater management and sustainable economic growth has prompted the County to request proposals for appropriate scientific investigations. The Illinois State Geological Survey (ISGS) and Illinois State Water Survey (ISWS)jointly propose a series of mapping and modeling investigations that will provide technical information and support for the sustainable management and protection of groundwater resources. In particular, the proposed investigations will provide an evaluation of the long-term availability and sensitivity to contamination of groundwater resources in Kendall County. While these investigations will not provide answers to site-specific, well-field management or groundwater remediation questions, they will provide a county-wide evaluation and a scientifically-based summary of what is known based on currently available and some newly-collected information. The investigations will also provide additional guidance for Kendall County decision makers via explicit identification of the various uncertainties within the products and interpretations. The specific tasks include: • Development of Geologic and Hydrologic Databases; • Development of Three-Dimensional Hydrogeologic Map; • ISWS Field Investigations; • Computer Modeling of Groundwater Flow in Shallow and Deep Aquifers; • Report of Hydrogeologic Mapping and Groundwater Flow Modeling Investigations The deliverables for this project include: • a comprehensive geologic and hydrologic database which will include the various data sets used for mapping and modeling, and documentation for all of the different data types, • a computerized, 3-D hydrogeologic map of aquifers and non-aquifers within the unlithified glacial deposits and major bedrock formations of Kendall County, • a set of plotted maps, derived from the 3-D hydrogeologic map, that show the distribution of various aquifer and non-aquifer deposits, the uncertainty associated with these aquifer/non- aquifer maps, the vulnerability of specific aquifers to contamination, and the potential for recharge to shallow aquifers, 2 • groundwater flow models for the major bedrock and unlithified aquifers in Kendall County. • a report that comprehensively addresses the development of and findings from the hydrogeologic mapping and groundwater flow modeling efforts. Special emphasis will be placed on interpretations that provide insight on the protection and long-term availability of groundwater resources. A more detailed discussion of the main objectives, tasks and deliverables for the specific investigations is described in the remainder- of this proposal. Tasks Task 1: Geologic and Hydrologic Database Development The three-dimensional hydrogcologic maps and groundwater flow models generated and used in this project will be based on several sources of data. In this task, we will compile these data into two separate datasets, the point dataset and map dataset. These datasets will then be combined into the geologic and hydrologic database. Point data is a term used to describe information collected at a discrete point in space. A water supply well is a classic example of point data. Map data is a term used to describe information collected at several or many points in space. The elevation of land surface is a good example of map data. Task L1:Point Dataset Development The point dataset will contain information from several sources, including: existing data in digital and paper databases at the ISGS and ISWS, existing data in digital and paper databases from drilling or environmental contractors; and, data collected for this study. More specifically, this dataset will include information on public and private water well locations, geologic material descriptions encountered during well drilling operations, geologic material descriptions observed during field visits to quarries and gravel pits, observed water levels from selected private and community water supply wells and groundwater monitoring wells, measured hydraulic properties of selected geologic units, records of water pumping histories for selected community water supply wells, chemical constituents within groundwater samples and geophysical measurements of various geologic units. These different types of information will all be stored in computer databases for use in the mapping and modeling investigations for this project. 3 Two critical components of the point dataset development will include an evaluation and documentation of data quality, and a characterization of the uncertainty of the various types of data. These efforts will include evaluations of data quality through comparisons of digital and paper records, verification of the location information for the highest quality private water wells and driller's logs, characterization of data uncertainty due to measurement error, documentation of field and analytical methods used in hydraulic characterization of aquifers. and documentation of field and analytical methods used in the geochemical analyses. The results and implications of this data quality and uncertainty analysis will be discussed in the final contract report. Task 1.2: Map Dataset Development While point data will comprise the bulk of the data used in the mapping and modeling efforts, a significant amount of the valuable data created and used for this project will be presented in maps. A map dataset will be developed which will include all of the existing geologic and base map information, the 3-D hydrogeologic map, and any other maps developed during tasks 2 or 3. This map dataset will be developed using both Microsoft's Access© and ESRI's ArcGIS© software. ArcGIS is a brand of geographic information system (GIS) software that is especially designed for the generation and management of map information. A separate documentation file will be created and attached to each map to describe the map's content, spatial characteristics, and accuracy. These documentation files help ensure that the map contents will always be understandable and accessible to the County and municipalities or their agents, for new uses or re-evaluation. Deliverables for Task I will be provided at the end of 36 months and will include: 1. A Geologic and Hydrologic Database and accompanying documentation discussing the data types, their sources, quality and resulting uncertainty. Task 2: Three-dimensional Hydrogeologic Mapping The ISGS will develop a three-dimensional map of the geologic materials in Kendall County. This effort will focus on evaluating the distribution of aquifers and will include a compilation of information on the hydrogeologic characteristics of aquifers and non-aquifer materials. This task will involve three subtasks. Task 2.1: Three-dimensional Mapping of Unlithified Glacial Deposits Task 2.1 will focus on the delineation and hydrogeologic characterization of unlithified geologic materials above the bedrock surface. These deposits are primarily glacially-generated sediments that 4 include clayey glacial tills, clayey to silty glacial lake deposits, and sand and gravel deposits generated from glacial meltwater. To ensure accurate interpretation within all of Kendall County, the study area for task 2.1 will be extended to include a 6-mile wide buffer around the entire county perimeter. The unlithified geologic deposits will be mapped using a variety of different types of data. 1. A large source of information about subsurface geologic deposits will come from the data compiled in task 1. These data will primarily consist of interpretations of material descriptions in drillers logs submitted to the ISGS and ISWS after the construction of water supply wells. 2. In addition to these well logs and other records, approximately 12 controlled boreholes will be drilled by the ISGS and detailed descriptions will be made of the materials encountered while drilling. These detailed descriptions will be critical for defining the basic geologic framework throughout the County and for helping to characterize the uncertainty of the information extracted from the water well drillers logs. 3. Groundwater monitoring wells will be installed in these controlled boreholes. Slug and pumping tests will be conducted in these wells to calculate the hydraulic conductivity of the geologic deposits around the well screens. These measurements will provide information on the actual hydrologic characteristics of geologic deposits within the County and will be helpful in any applied groundwater problem solving effort, including recharge estimation, flow modeling and groundwater management applications. 4. Water samples collected from these new groundwater monitoring wells and other existing water supply wells will be analyzed for several geochemical constituents. Some of the constituents will allow us to calculate the age of the water in each of the sampled formations. Groundwater age calculations and geochemical analyses will be used to estimate groundwater recharge rates to aquifers and vertical leakage rates through non-aquifer materials. 5. High-resolution seismic reflection surveys will be conducted at several locations in the county to provide continuous 2-D vertical profiles of the geometry of the unlithified geologic deposits. These seismic profiles will provide valuable information about the presence and character of sand and gravel deposits and the shape of the bedrock surface. The high quality measurements within these profiles will be used to reduce the uncertainty within the 3-D geologic map. 6. Downhole geophysical logs will be collected from several wells completed in the glacial deposits. These logs will help us understand the variability of materials that are encountered within a single well. This information will be used to help us describe the uncertainty in the hydrogeologic maps, and may be of help in evaluating the suitability of sand and gravel aquifers to development for domestic water supplies. 5 The results of these data-collection and mapping efforts will include a computerized three-dimensional map of the distribution of unlithified geologic materials, information on the hydrogeologic characteristics of the units within this map, and descriptions of the uncertainties within the map interpretations and the hydrogeologic characterizations of the materials. This 3-D map will be used in Task 2.3 to produce a set of maps, suitable for use by County and municipal agents, highlighting aquifer thickness and occurrence, aquifer sensitivity to contamination and relative recharge potential to specific aquifers. A portion of this 3-D map also will be integrated in the groundwater flow modeling effort of task 3.3. The deliverables for Task 2.1 will include: 1. At the end of 9 months, the ISGS will provide the ISWS with a computerized 3-D map of the aquifer and non-aquifer deposits within the unlithified formations for the area to be addressed in task 3.3 (figure 1). This area represents approximately 1/3 of the county and is delineated by the areas north and west of the Marseilles Morainic System; this runs along and adjacent to the Fox River floodplain and is limited to the northern and western regions of the county. This 3-D hydrogeologic map will be used by the ISWS as the geologic framework for the shallow groundwater modeling in task 3.3. 2. At the end of 24 months set of high-quality draft geologic maps will be plotted and delivered to the funding agencies. These paper maps will depict various aspects of the full 3-D hydrogeologic map. The maps will include: bedrock topography, thickness of glacial drift, cumulative thickness of sand and gravel aquifers, thickness of confining (non-aquifer) units overlying specific aquifers, the probability of specific aquifers being more than 10 feet thick, and the probability of specific confining units being less than 10 feet thick. These plotted maps will be preliminary versions of maps that later will become fully-reviewed and published ISGS maps. Task 2.2: Three-dimensional Mapping of Bedrock Deposits Task 2.2 will focus on a characterization and mapping of all the bedrock deposits under Kendall and surrounding counties. The ISGS will be doing a detailed review and evaluation of existing core samples, cuttings samples, geophysical logs, packer tests, and pumping tests analyses to develop improved hydrogeologic characterizations of bedrock aquifer and non-aquifer materials. 6 Previous efforts to characterize bedrock formations for groundwater applications were not concerned with detailed mapping of vertical variations in rock type and fracture occurrence, and so produced more generalized descriptions of bedrock formations. The increasing development of bedrock aquifers, with high capacity municipal well fields being located within miles of each other, suggest that a detailed description of the hydrogeologic characteristics of bedrock units would be very useful for modern well field planning, development and management. This task will include several investigations of the detailed variations in the bedrock beneath Kendall County, and insight from these investigations will be included in the 3-D model that is developed. These results will be available for the county or others to use when evaluating the location and water-management options for construction of new high capacity wells. The characterization and mapping within this task will be based on the data compiled in task 1.1, existing ISGS field data collected in northern Illinois outside Kendall County, and from new downhole geophysical logs, acoustic imagery logs and video imaging logs. The relative lack of bedrock wells in Kendall County, however, means that, for task 2.2, we will extend our buffer zone to include all of the immediately adjacent counties. The number of data points available to identify specific geologic layers will decrease with depth. Deep bedrock formations will have few wells available for mapping their distribution through this study area. One consequence of this decrease in data availability is an increase in the uncertainty of interpretations with depth. As with the map of unconsolidated hydrogeologic deposits. the results of the bedrock mapping effort will include a description and discussion of the uncertainties in the data and interpretations, and a discussion of the implications of this uncertainty. Because of the large cost involved with drilling new bedrock boreholes, all new downhole logs will be collected from existing wells, or from wells being drilled by others during the duration of the project. Access to existing wells or recently drilled boreholes will require the cooperation and assistance of one or more participating municipalities. The downhole geophysical and imaging tools we use will provide data that cannot be obtained otherwise, including detailed information on the vertical variations in rock type and the presence and variability of fractures within the rock. In addition to mapping the hydrogeologic characteristics of the bedrock formations, we will be collecting seismic profiles from two locations within the County in order to characterize and describe the nature of the Sandwich Fault Zone. While the Sandwich Fault Zone is known to extend NW-SE through the center of the County, little is known about its geometry and lateral extent. Without specific knowledge of these characteristics, we cannot accurately predict the fault zone's influence on groundwater flow or 7 guide sustainable groundwater management within and adjacent to it. The seismic profiles collected over the Sandwich Fault Zone will be used to help improve our understanding and guide both hydrogeologic mapping and groundwater flow modeling within and adjacent to the zone. Deliverables for Task 2.2 will include: I. At the end of 24 months. a set of high-quality draft geologic maps that will be plotted and delivered to the funding agencies. These paper maps will depict various aspects of the full 3-D geologic map. The maps will include a bedrock geology map and a set of maps of both the top elevations and thickness for the major bedrock aquifers and non-aquifer confining units. Task 2.3:Development of Interpretive Hydrogeologic Maps Task 2.3 will include the combining of the computerized 3-D hydrogeologic maps from tasks 2.1 and 2.2 into a single 3-D map, and development of a set of interpretive maps that address the vulnerability and protection of various groundwater resources throughout the county. These interpretive maps will be designed to assist county and city planners in making zoning and land use decisions, where considerations of groundwater recharge and protection of groundwater resources from contamination are relevant. This task will include an evaluation of contaminant transport characteristics of the various aquifer and non-aquifer materials, which will address how to identify and minimize the vulnerability of groundwater resources to contamination. All of these interpretive maps and evaluations will be based on the 3-D geologic mapping and the insights gained from the hydrogeologic field work and geochemical analyses. Deliverables for Task 2.3 will include: I. At the end of 24 months, a computerized 3-D map of the aquifer and non-aquifer deposits under Kendall County. This map will be a combination of the 3-D hydrogeologic maps developed for tasks 2.1 and 2.2. This 3-D map will incorporate insight gained from analysis of all the available data, including information obtained from task 1.1 and the new data collected for all of task 2. The map will also include a discussion of the uncertainty present in the data, a description of the uncertainty present within the 3-D map, and a written discussion guiding the appropriate use of the 3-D map information. 2. At the end of 24 months, maps addressing the vulnerability and protection of various groundwater resources throughout the county. These maps will include a map of aquifer sensitivity to contamination from near-surface activities and a map of the potential for shallow aquifer recharge. 8 3. At the end of 24 months, a report documenting the hydrogeologic characteristics of the unconsolidated and bedrock geologic units. This report will contain a consolidation of the work done for task 2, including an analysis of the data compiled within the point and map datasets, the results of groundwater age dating analyses,outcrop and core descriptions, seismic surveys and downhole geophysical analyses. Task 3: ISWS Field Investigations A key component of the groundwater flow modeling efforts within Task 4 is the inclusion of available existing data supplemented by new field data. Review of hydrological and aquifer property data for Kendall County has already been a part of the work being accomplished for Kane County and the regional aquifer model, including pumping histories for the high-capacity water-supply wells; aquifer hydraulic properties: water quality data; and surface water elevations and flows. This compilation includes a review and, where appropriate, reanalysis of aquifer tests within the ISWS aquifer property databases. In the Fall of 2003, the ISWS measured groundwater levels in 1000 wells across Kane County and adjoining townships, including the northern tier of townships in Kendall County. We propose supplementing this data by collecting new water level data in more than 150 wells across the rest of Kendall County and its adjoining townships (not including those already covered by the Kane County study). These data will be used to calibrate flow models and document water levels for future reference. As part of this project, we also propose collecting water samples for mineralogical analysis from at least 20 wells at the same time as we measure groundwater levels. Our principal objective for doing so is to document the water quality being produced by deep bedrock aquifer wells in the Kendall County-Joliet area. We are also interested in water quality of the shallow aquifers, especially the influence of chloride and nitrate in shallower waters as a result of roadway deicing and fertilizer application, respectively. These field activities will commence after the ISGS completes computerized 3-D maps of the aquifer and non-aquifer deposits within the unlithified formations for the northern portion of Kendall County as described in Task 2.1 (see Deliverable 1 under Task 2.1). Deliverables for Task 3 will include: I. At the end of 36 months, a compilation of groundwater level data including well name or owner, location, well depth, and date measured. If the data are of sufficient density, potentiometric 9 surface maps may be developed for wells completed in the same aquifer. A discussion of the uncertainty present in the data will be included. 2. At the end of 36 months, a compilation of water quality data including similar well details as discussed above. Maps showing aerial variations in water quality will be provided, if appropriate. A discussion of the water quality results will also be provided. Task 4: Computer Modeling of Groundwater Flow in Shallow and Deep Aquifers and Evaluation of Groundwater Availability The ISWS will use a set of two groundwater flow models to understand groundwater flow within the major aquifers in Kendall County. These computer models will be used to estimate recharge rates, assess surface water-groundwater interaction, estimate leakage between aquifers and the response to increased aquifer development, evaluate future pumping-scenarios (using scenarios mutually agreed upon with Kendall County communities), and establish a framework for future modeling studies. The ISWS is developing these models using existing, well-established computer programs that solve the mathematical equations describing the flow of water underground. Task 4.1: Evaluation of Deep Groundwater Availability A coarse, or regional_ groundwater flow model is currently being developed as part of a project to evaluate groundwater resources for Kane County. This model will evaluate regional flow patterns and permit estimation of the long-term availability of water from the deep bedrock aquifer system for all of northeastern Illinois based upon mutually agreed upon pumping scenarios and drawdown limitations (e.g.. limited or total dewatering of the St. Peter sandstone).The regional model includes all aquifers from the base of the Elmhurst-Mt. Simon aquifer to land surface, and is extensive enough to include the regional pumping centers (e.g., Milwaukee and Joliet) and the natural boundaries of the system (e.g., the Mississippi River). The geographical extent of this model is presented in figure 2. Because Kendall County and the nearby City of Joliet are highly dependent on this deep aquifer system, the regional model will provide important information regarding the long-term availability of fresh water from the deep aquifers, based on current and possible future pumping conditions. This model has been created and is now in the calibration phase. Task 4.2: Evaluation of Shallow Aquifer Groundwater Availability A second higher-resolution model will be used to represent the shallow aquifer systems in the unconsolidated and shallow bedrock formations underlying a portion of Kendall County. The groundwater flow model for this task will be developed by modifying the shallow aquifer model 10 currently being developed for Kane County that will be developed specifically for this study. As discussed above, in task 2.1, the area included in this model includes Kane County but will also include approximately 1/3 of Kendall County (figure 1). This area includes the northern tier of townships in Kendall County and extends to the southwest to include the unlithified, or sand and gravel aquifers associated with the Fox River floodplain and with glacially-derived sands and gravels west of the Fox River floodplain. The area for this high resolution model is limited to the northern and western portions of Kendall County because current hydrogeologic map and water well information suggest that this is the extent of the major sand and gravel aquifers in the county. Therefore, this area includes the locations currently known to contain sand and gravel deposits large enough to support high-capacity wells. Minor sand and gravel aquifers are known to exist in other parts of the county, and some areas have the possibility for undiscovered sand and gravel aquifer resources. If additional sand and gravel aquifers are identified within the mapping portion of this study they will not be included in this high resolution model because there would not be enough time to integrate these new boundaries into the groundwater flow model during the study duration. If the county is interested in modifying the groundwater flow modeling results to incorporate new major aquifers, this would require an addendum to the original contract and an extension of time to complete the work. This high resolution model of the shallow aquifers will be used to estimate the availability of water to shallow production wells, map recharge and discharge zones, delineate capture zones surrounding high capacity public water system wells, and assess groundwater/surface water interaction. This model will also provide a tool for analyzing the response of the shallow sand and gravel aquifers to alternative future pumping scenarios and will provide a framework for possible future models of contaminant transport. Deliverables for Task 4 will include: 1. At the end of 36 months, the groundwater flow models developed and used for this study, as embodied in the calibrated input and representative output files for the computer codes. These models will be included with the supporting geologic and hydrologic databases, and with documentation sufficient for a trained groundwater hydrologist or hydrogeologist to replicate the model simulations and adapt the models for future analyses. Training in the use of the models is not specifically supported by this project budget; however, the ISWS will provide limited support to modelers interested in using these models and familiar with using the GWVistas ModFlow modeling platform. 11 Task 5: Report of Hydrogeologic Mapping and Groundwater Flow Modeling Investigations The ISGS and ISWS will compile and discuss the project results in a contract report, to be provided to the funding agencies at the end of 36 months. This report will include text. figures, tables and maps related to the following subjects: • development of 3-D hydrogeologic maps of the aquifers and non-aquifer deposits within the unconsolidated and bedrock formations and discussions about the hydrogeologic characteristics of the identified materials relative to different hydrogeologic problems (e.g. groundwater management, protection, remediation), • groundwater flow modeling results for each of the two groundwater flow models, with specific emphasis on model results for assessing long-term availability of deep bedrock and shallow aquifer groundwater for Kendall County, • development of the interpretive hydrogeologic maps and a discussion of their intended applications for county decision makersthedata, and • development and documentation of and databases compiled for this project and recommendations for their use, including groundwater level measurements and water quality determinations. 12 s _ a r 4 I g4 t~r-;Jr*1 .x.;,_.;i:ris 8 mr34u,,tj Erb4 t:1 rrschlts.at g'rrrar+EP.4f fiver motet Figure 1. Approximate boundary for the high resolution groundwater flow modeling effort. 13 1 t it#- a som ▪a '*' I� i � '{ ! I i —_,._..—' !i i ilt - .4 '4.1,,A-5i;;;---,4,,,,;-,L,;_;;,_„„,_1...,I V { ._._ jl�z.u, "•g„1 I I t:47)4045,4;Shaft t x '� � t,.• 1i I !I i - K+ t per 1 I ▪ t _IFT.li..tfr;:11:11,1114,..-citi-Wli t,▪x tt : , T x£ - a, 1 kta 3c -f � w. Yr: - 4mow ,,,F - --_ ,6' � 1 ,ts, �'� , x €• i, -;•;,--;-;•,,v;;,i 33' �r, yx isfi i. 42R- P. , a ' o 4 �S W ;z/ki : s .7"t4te ` _4' ,,o ,, °,,,,, z ' , a ,,ar r . s✓ - ff` t �' s :" 'zc z -,�. � a- e ' ik - ,r i ..I�., � ,, r, ". I ' ice_.i i - -- 1� Il�i * " hlll � ` I i ` Ii II :71;17-1 €ux 3 ihrAlilr 1 t , . :_____, __., 1 ! , : ,- ; ,,___I 1----; ; IIt443 � ! {3 i ! k� I I 1 i i t 1 ' I iI! 1-` ' EI1 ,II1' .. ; i 'Ia . i ''° V ijl I IF T I t i I '' — I 1 t J II,-r ‘14 Figure 2.Extent of the regional scale groundwater flow model for northeastern Illinois.The local scale deep bedrock aquifer model will encompass the area contained within the denser regional model grid,shown here in gray,that is all or portions of eight counties in NE Illinois,including all of Kendall County. 14 • Budget: Groundwater Resource Investigations for Kendall County,Illinois Duration: 36 months Line Item Requested Agency Funds Description 1SGS ISWS Personnel (Salaries and Fringe Benefits) 1)Assistant Hydrologists $32,330 2) Hydrology Assistant $17,207 3) Hydrology Assistant $17,207 4) Assoc Support Scienties $28,460 5)Administrative Coordinator $13,240 6) Graduate Student Hourly (ISGS) $30,732 Other General Services* $4,000 Supplies $10,020 $2,468 Travel (field work, meetings, conferences) $8,750 $6,500 Operation of Auto $0 $4,500 Contractual Services** $68,541 $5,500 Telecommunications $0 $2,000 Equipment (PC upgrades,field equipment) $8.500 $5.500 Total Direct Costs $159,003 $106,452 Facilities&Administration(10%of TDC) $15,900 $10,645 Total Project Costs per Scientific Survey $174,903 $117,097 GRAND TOTAL County Cost $292,000 I • * Other General Services: covers ISGS secretarial,contract management, accounting, and other administrative services. **Contractual Services: covers software for ISGS and ISWS, ISGS operated drill rig and staff, ISGS operated gephysical surveys and staff,ISGS geochemical analytical services,and ISGS temp employees for entry of driller's log information. 15 Task Schedule Task Description Year 1 Year 2 Year 3 Task 1. ISGS Geologic & Hydrologic Database Development 1.1 Point Dataset Development xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx 1.2 Map Dataset Development xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx Task 2. ISGS 3-D Hydrogeologic Mapping 2.1 3-D Mapping of Unconsolidated Deposits xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx 2.2 3-D Mapping of Bedrock Deposits xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx 2.3 Development of Interpretive Hydrogeologic Maps xx xx xx xx xx xx xx xx xx xx xx xx Task 3. ISWS Field Investigations xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx Task 4. ISWS Computer Modeling of Groundwater Flow in Shallow & Deep Aquifers 4.1 Evaluation of Deep Groundwater Availability xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx 4.2 Evaluation of Shallow Groundwater Availability xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx Task 5. ISGS/ISWS Report of Hydrogeologic Mapping & Groundwater Flow xx xx xx xx xx xx xx xx xx xx xx Investigations 16 fO co.,. United City of Yorkville Memo J - '1` 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 -61 '3 O. Fax: 630-553-3436 11/41-E ‘v‘" Date: May 25, 2005 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer CC: Liz D'Anna, Deputy City Clerk Subject: Plat of Easement—Betzwiser Development Attached find one copy of the proposed plat of easement for the referenced property. The plat of easement is needed for city watermain and sanitary sewer that extend into the site, as well as a stormwater management easement for the detention basin. 1 -ni at t s eas- - - 9- . e•roved and recorded. Please place this item on the Public Works Committee agenda of June =7, 2005 for consideration. 0' SE� ' __ PLAT O F EASEMENT. _ E. OWNERS CERTIFICATE ELL LEGAL DESCRIPTION FOR PUBLIC UTILITY AND DRAINAGE EASEMENT # t STATE OF ILLINOIS) I1 A STRIP OF LAND 0.0 FEET IN WIDTH THE CENTERLINE ERLINE JF WHICH IS SS F�-I DESCRIBED AS FOLLOWS, THAT PART OF TELE NORTHEAST QUARTER OF COUNTY OF KENDALL ) SECTION 5 TOWNSHIP 6 NORTH RANGE 7 EAST OF THE THIRD PRINCIPAL 1_E = 50' r/ L: v MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE RECORD OWNER OF THE • , •%1.' OF LOT I BLOCK 2. FOX INDUSTRIAL,F PARKUNIT 4. KENDALL COUNTY, PROPERTY DESCRIBED 'N THE SURVEYOR'S CERTIFICATE AFFIXED HEREON. ' �J , ILLINOIS: THENCE NORTH 1'4-4'07" WEST ALONG THE WEST LINE OF SAID LOT P.O.T PUBLIC UTILITY & AND JC HEREBY CONSENT TO THE GRANT OF EASEMENT DEPICTED HEREON 1'� 53:5 FEET:OF SAID SOUTH 361'15'53" WEST 6600 FEET TO THE POINT OF DRAINAGE EASEMENT #i —. / ,,,i h PBEST. C OP CENTERLIN" THENCE S4 UTHFEE B8'IS 53" VYES 257.55 ',�^>' p-ay FEET; THENCE NORTH 80"034 WEST 7734 FEET, THENCE NOR 01"4407' !N BI"SZOB" K PEST 377.30 FEET. THENCE NORTH 8I•52'08" BEST 5515 FEET TO THE DATED THIS DAY OF A.D. 2005. / 5515" `3 SOUTHERLY EXTENSION OF THE WEST LINE. OF LOT 5 3LOCK 2 ,OX --_ INDUSTRIAL PARK UNIT 5 FOR THE POINT OF TERMINATION IN KENDALL ___ 0.. 3 TOWNSHIP. KENDALL COUNTY, ILLINOIS, J?-. 7. L,.vE OF LOT A J I.v 81"44'36- M '. 5 11 YY SIGNATURE 5621' ,� OLFi' �_ I11 "I'i�� LEGAL FOR PUBLIC UTILITY AND DRAINAGE EASEMENT ,# 2 PLEASE TYPE / PRINT THE AUTHORIZED INDIVIDU.AL'S NAME. TITLE. 1__ A STRIP OF LAND 10.00 FEET [N WIDTH THE CENTER LINE OF WHICH !S CORPORAI'fON / COMP.ANY SUAVE. .AND .ADDRESS. ff DESCRIBED .AS FOLLOWS: THAT PAR? OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 NORTH, RANGE 7. EAST OF THE THIRD PRINCIPAL MERIDIAN DESCR193D LS FOLLO'NS. COMMENCING AT THE SOUTHWEST CORNER )' GE LOT i, BLOCK FOX INDUSTRIAL PARK. KENDALL COUNTY, UNIT 4: THENCE NORTH 1'4407' WEST .ALONG THE WEST LINE OF SAID LOT 211.3 FEET-, THENCE SOUTH 88'20'21" 'NEST 66.00 FEET TO THE POINT OF u �1�•�1 BEGINNING; 'THENCE SOUTH 88'20'21' WEST 195.66 FEET TO THE POINT OF TERMINATION, IN KENDALL TOWNSHIP. KENDALL COUNTY, ILLINOIS, i is 3�i ii� �. STORMWATER MANAGEMENT EASEMENT PROVISIONS: WEST LVIE OF SAID LOT 1 CITY COUNCIL CERTIFICATE p1 �',IV AN EASEMENT IS HERESY RESERVED FOR AND GRANTED TO THE UNITED CITY OF 'fORKVILLE AND TO ITS SUCCESSORS AND ASSIGNS OVER .ALL OF THE STATE OF ILLINOIS ) �`N\ 1 �' �' • AREAS MARKED 'STORMWATER MANAGEMENT EASEMENT" ON THE PLAT, FOR SS �a NI RECONSTRUCT.I THE 1L REPAIR, INSPECT,MAINTAIN E AND AUTHORITY OPERATEURVEY ST.ORM SEWERS CT. ND COUNTY OF KENDALL ) I II 1D' PUBLIC UTILITY & I THE STOR,MWATER MANAGEMENT AREA. TOGETHER WITH ANY AND ALL -DRAINAGE :EASEMENT #2 `6 NECESSARY MANHOLES, CATCH BASINS, SANITARY SEWERS. HES. MAINS, APPROVED AND ACCEPTED THIS DAY OF A.D. I', ELECTRIC AND COMMUNICATION CABLES. CONNECTIONS, DITCHES. S`NALES, AND 2005 3Y THE CITY COUNCIL OF CITY OF YORKV'LLE, ILLINOIS- I -1�1,—LO' PUBLIC UTILITY & Q`' OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY • DRAINAGE EASEMENT #1 1 66.00' '8 • BY SAID CITY OVER UPON, ALONG UNDER AND THROUGH SAID INDICATED EASEMENT. TOGETHER WITH THE RIGHT OF ACCESS ACROSS THE PROPERTY r N BB'202I "-195-66" A 'y ,)%- 9 FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE WORK, THE MAYOR N. / �1 A, RIGHT IS ALSO GRANTED TO CUT DOWN. TRIM JR REMOVE ANY TREES J/// SHRUBS, OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THE OPERATION OF THE SEWERS OR OTHER UTILITIES, NO PERMANENT BUILDINGS 1 ATTEST: STORM 'WATEIRI' P.O.B. PUBLIC UTILITY & SHALL BE PLACED CN SAID EASEMENT, NO CHANGE TO THE TOPOGRAPHY OR S'LY EXTENSION OF THE W. I P.O.T. PUBLIC UTILITY & DRAINAGE EASEMENT #2 STORMWATER_ MANAGEMENT STRUCTURES WITHIN THE EASEMENT AREA SHAL., LINE OF LOT 5, BLOCK 2 �' DRAINAGE EASEMENT 52 v CITY CLERK FOX INDUSTRIAL PARK UNIT EASEMENT 1 I i z � BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER. 5-y\ BUT SAME MAY BE USED FOR PURPOSES THAT CO NOT THEN OR LATER I I — INTERFERE WITH THE AFORESAID USES OR RIGHTS. 'i CENTERLINE OF PUBLIC UTILITY & z A DRAINAGE EASEMENT s2 P.O.B. PUBLIC UTILITY &� . - I' THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR • 1' DRAINAGE EASEMENT SI \ 00110 MAINTENANCE OF THE STORMWATER MANAGEMENT AREA AND APPURTENANCES. \ _ S. THE CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS COUNTY CLERK CERTIFICATE 11 10" PUBLIC UTILITY & CENTERLINE OF PUBLIC UTILITY & J w Io • YORKVILLE'. EMEDNECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF- 5 •o I 1 DRAINAGE EASEMENT 510 DRAINAGE EASEMENT # A STATE OF ILLINOIS) I v `V I 7 A z SS COUNTY OF KENDALL _ 1 V - -�`b 53 \I a A c'"IN_ _ J S-8181553" W=-3-3d-99� -�—-- —- PUBLIC UTILITY AND DRAINAGE EASEMENT PROVISIONS: X10-03.3es —, _ - - --- -----j`s 8i"15'53' 16--') ».3q"— -.z�_.__ S 98'15153'-3Y-CC-aa75a 66.00' A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED AND GRANTED TO THE 1, COUNTY CLERK OF KENDALL COUNTY, - _ . STORM WATER - /J Il CITY OF YORKVILLE. ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR. ILLINOIS DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL - MANAGEMENT I / 1" TAXES. NO UNPAID FORFEITED TAXES AND NO REDEEMABLE TAX SALES S 81°62'08" __ EASEMENT / REMOVE, REPLACE AND INSPECT FACILITIES FOP. THE TRANSMISSION AND _ ,0Ia DISTRIBUTION OF WATER. STORM SEWERS, AND SANITARY SEWERS, WITHIN THE AGAINST ANY OF THE LAND INCLUDED IN THE ANNEXED PLAT. 470.59' 6 - _ 1 AREAS SHOWN ON THE PLAT AS "WATER MAIN EASEMENT AND SANITARY SEWER EASEMENT", TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE I FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN ��---___ ;111 PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USERS CONNECTION WITH THE ANNEXED PLAT. ; — AND PURPOSES. GIVEN UNDER M7 HAND AND SEAL THIS __ _ DAY OF .41 THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER A.D. 2005 AT YORKViLLE. ILLINOIS. • • P.O.C. S.W. CORNER UPON EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH, OF LOT 1 BLOCK 2 AND THE RIGHT TO CUT, TRIM, OR REMOVE ANY TRESS. SHRUBS OR OTHER FOX INDUSTRIAL PARK PLANTS WITHIN THE AREAS DESIGNATED AS "WATER MAIN EASEMENT AND UNIT 4 5 P.0.8. SANITARY SEWER EASEMENT" WHICH INTERFERE WITH THE CONSTRUCTION, • STORM 'WATER MANAGEMENT INSTALLATION, RECONSTRUCTION. REPAIR, REMOVAL. REPLACEMENT. RECORDERS CERTIFICATE EASEMENT MAINTENANCE. AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT BUILDINGS, STRUCTURES. OR OBSTRUCTIONS SHALL BE STATE OF ILLINOIS) CONSTRUCTED IN, UPON, OR OVER ANY AREAS DESIGNATED AS "WATER MAIN SS EASEMENT AND SANITARY SEWER EASEMENT", BUT SUCH AREAS MAY BE COUNTY OF KENDALL ) USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING. DRIVEWAYS. AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE THIS INSTRUMENT NO. 'WAS FILED FOR USES HEREIN DESCRIBED. RECORD IN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS ON THIS DAY OF 2005. AT O'CLOCK THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENTS HEREIN ___.M. AFD WAS RECORDED IN PLAT ENVELOPE NO. LEGAL DESCRIPTION FOR STORM WATER MANAGEMENT EASEMENT: GRANTED AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AND USE THEREOF BY ' THAT PART OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 38 OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED COUNTY RECORDER FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT I BLOCK 2 OF ENTITIES SMALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE FOX INDUSTRIAL PARK UNIT 4, KENDALL COUNT(, ILLINOIS: THENCE NORTH WITH, DAMAGE. OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS 1°44'07" WEST ALONG THE WEST LINE OF SAID LOT I, 65.00 FEET: THENCE AND FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS SOUTH 88"15'53" WEST 333.29 FEET, THENCE NORTH 76°26'14" WEST 78-00 BEING CROSSED OR RECROSSED. NO USE OR OCCUPATION OF SAID STATE OF ILLINOIS FEET; THENCE NORTH 1°41'26"' 'NEST 357.15 FEET:THENCE NORTH 61°44'38" EASEMENTS BY THE ABOVE NAMED ENTITLES SHALT, CAUSE ANY CHANGE IN WEST 56.12 FEET TO THE SOUTHERLY EXTENSION OF THE WESTERLY LINE OF GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. SS • COUNTY OF KANE ) LOT 5 BLOCK 2 OF FOX INDUSTRIAL PARK UNIT 5; THENCE SOUTH 1°44't77" EAST ALONG SAID SOUTHERLY EXTENSION OF SAID WEST LINE 372.D1 FEET FOLLOWING ANY WORK TO BE PERFORMED BY THE CITY OF NSAID IN THIS IS TO CERTIFY THAT I, MICHEL C. ENSALACO, ILLINOIS PROFESSIONAL TO A WESTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 1 BLOCK 2 OF THE EXERCISE OF ITS EASEMENTS RIGHTS HEREIN GRANTED, SAID CITY LAND SURVEYORTOCERNO. 2768, HAVE SURVEYED THE ABOVE DESCRIBED FOX VALLEY INDUSTRIAL PARK UNIT 4: THENCE SOTH 81°52'SB" EAST ALONG SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION, PROPERTY, AND THAT THIS PLAT WAS PREPARED FOR THE PURPOSE OF SAID WESTERLY EXTENSION 47059 FEET TO THE POINT OF BEGINNING, IN INCLUDING BUT NOT LIMITED TO, THE RESTORATION, REPAIR OR GRANTING AND EASEMENT TO THE CITY OF YORKVILLE FORTHE PURPOSE KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. REPLACEMENT OF PAVEMENT, CURBS, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED FOLLOWING SUCH STATED HEREON, AND THAT THIS PLAT OF EASEMENT ACCURATELY DEPICTS O RETAIN AS WORK TO BACK FILL,AND MOUND ALL, TRENCH CREATED SO AS TO RETAININ SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE SAID PROPERTY. SURFACE, TO REMOVE ALL EXCESS DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION- GIVEN UNDER MY HAND AND EALPpE� J JANUARY 26, 2005. :727X)/ //� ' eLNI vlg t .nWuc0!'•,,,1". MICHEL C. ENSALACOCO fa ILLINOIS PROFESSIONAL LAND SUR EYYE'.R AURORA + IWN01S ,/..) NO. 2768 a l „, �\ BROW ,CFII�A� C.Dale lae.•.Jescnonoe MICHELOEID C.En snL.�el P�L.S.2']59 Ex>. 11/302006 G N�61,',ADVISEDBRM WATER EASEMENT ._;V oEH.L.SSK,LAVI P.L.S 251 0E XPp. 1111/50/ 0 Dai REVISED:A5cME1vT$ 'Books Pe D.SO.P 5 PROFESSIONAL DESIGN FIRM NO. 184-002So0 O.Pn By:PBC 1000030 Beterice: EXP.9!3 E1,00 S l RVEY{NG o9pos FP.Work omorea: NA o.LNG,._cvlGESI PH w a s_ e a ea_ .+ Clieoc _NAL,E,CALAONE /41'2*. -) mss., c, �yo United City of Yorkville Memo z -� �' 800 Game Farm Road EST4. X1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 -.4, a'',' ° Fax: 630-553-3436 o�� , „.,<, . L/4L E \''\' Date: June 14, 2005 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer - CC: Liz D'Anna, City Secretary Richard Scheffrahn, Leonard Dreas Associates, Inc. Jennifer Fischer, Engineering Assistant Subject: Block 4 Black's Addition—Letter of Credit Reduction#1 Attached find a request from the developer of the referenced project to reduce his letter of credit. I have reviewed the request found that the only letter of credit we have required to date was for earthwork and erosion/sediment control. The requested reduction assumed that all sitework was covered by the letter of credit. Dan Kramer had advised us that we should not require a letter of credit for other sitework items at the time of plan approval. We will, however, require a letter of credit if any sitework remains uncompleted when the first certificate of occupancy is requested. I recommend a reduction in the amount of S12,163.04. The remaining amount in the letter of credit would be S12,313.06. Please place this item on the Public Works Committee agenda of June 27, 2005 for consideration. 14-Jun-05 Letter of Credit/Bond Reduction Subdivision: Block 4 of Black's Addition Reduction No. 1 Substantially Approved Req. Amt complete for New amount Amount for Item End. Est. for LOC/Bond current reduction for LOC/Bond current reduction Erosion Control $5,551.00 $6,106.10 $1,503.20 $4,678.06 $1,428.04 Earthwork $16,700.00 $18,370.00 $11,300.00 $7,635.00 $10,735.00 Totals $22,251.00 $24,476.10 $12,803.20 $12,313.06 $12,163.04 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. tea Leonard Dreas & Associates LAND SURVEYORS & CIVIL ENGINEERS 888 South Edgelawn Drive, Suite 1725 Aurora, Illinois 60506 Phone (630) 897-4105 Fax (630) 897-4121 e-mail: LDA38@AOL.com June 3, 2005 Mr. Joe Wywrot, PE Yorkville City Engineer 800 Game Farm Road Yorkville, IL 60560 RE: Block 4 Black's Addition Site Plan (a.k.a. Morgan Street Townhouse) City of Yorkville, IL Dear Joe: The townhouse complex is actively under construction with the earthwork is generally complete and all of the underground facilities are installed. The south townhouse units with the associated restoration are nearly complete. Construction of the north townhouse units will start soon and the final adjustments of the improvements associated with the north units will be done later. Please inspect the site and provide any comments for the initial acceptance of these improvements. As the south units are nearly complete, this area is ready for inspection. The corresponding request for the Letter of Credit reduction is attached. Please review the attached and advise us of the accepted reduction. Sincerely, LEONARD DREAS & ASSOCIATES chard A. Scheffrahn, P./! C: Mr. Frank Willman, Willman & Groesch Engineer's Opinion of Probable Costs Letter of Credit Block 4 of Black's Addition, Yorkville, IL Reduction Request No. 1 Issue Date: February 25, 2004 Issue Date: June 3,2005 Contractor's Proposal Precent Cost to No. Description of Item Quantity Unit Unit Cost Cost Unit Cost Cost Complete Complete DEMOLITION & DEBRIS REMOVAL 1 Remove existing pavement 370 SY $ 2.00 $ 740.00 $ 2.00 $ 740.00 100% $ - 2 Remove existing pipe 1 Each $ 200.00 $ 200.00 $ 200.00 $ 200.00 100% $ TOTAL $ 940.00 TOTAL $ 940.00 100% $ - EROSION CONTROL 1 Silt fence barrier(erosion protection) 400 Lin Ft $ 3.00 $ 1,200.00 $ 3.00 $ 1,200.00 100% $ - 2 Straw bales 72 Each $ 8.00 $ 576.00 $ 8.00 $ 576.00 70% $ 172.80 3 Temporary seeding 0.25 Acre ' $ 2,400.00 $ 600.00 $ 2,400.00 $ 600.00 100% $ - 4 Permanent seeding, Class 1A 0.75 Acre $ 2,900.00 $ 2,175.00 $ 2,900.00 $ 2,175.00 30% $ 1,522.50 5 Maintenance of erosion control 1.00 Lump $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 50% $ 500.00 TOTAL $ 5,551.00 TOTAL $ 5,551.00 60% $ 2,195.30 EARTHWORK 1 Topsoil removal, stockpile 600 cy 1,000 C Y $ 3.00 $ 3,000.00 $ 3.00 $ 3,000.00 100% $ 2 Earth excavation and placement,compacted 1,500 C Y $ 3.00 $ 4,500.00 $ 3.00 $ 4,500.00 100% $ - 3 Block retaining wall 100 S F $ 20.00 $ 2,000.00 $ 20.00 $ 2,000.00 100% $ 4 Fine grade ROW, common area 3,600 S Y $ 1.00 $ 3,600.00 $ 1.00 $ 3,600.00 50% $ 1,800.00 5 Topsoil placement ROW,common area 3,600 S Y $ 1.00 $ 3,600.00 $ 1.00 $ 3,600.00 50% $ 1,800.00 TOTAL $ 16,700 00 TOTAL $ 16,700.00 78% $ 3,600.00 SANITARY SEWER 1 8"PVC pipe sewer, SDR 26, 03034 w/D3212 joints 247 Lin Ft $ 20.00 $ 4,940.00 - $ 20.00 $ 4,940.00 100% $ - 2 6" PVC pipe sewer services, SDR 26, 03034 w/D3212 joints 618 Lin Ft $ 18.00 $ 11,124.00 $ 18.00 $ 11,124.00 100% $ - 3 4'dia type A manholes with R-1530-B Fr& lid 2 Each $ 1,450.00 $ 2,900.00 $ 1,450.00 $ 2,900.00 100% $ - 4 Select trench backfill 430 C S $ 15.00 $ 6,450.00 $ 15.00 $ 6,450.00 100% $ TOTAL $ 25,414.00 TOTAL $ 25,414.00 100% $ WATER MAIN 1 6"cement lined ductile iron pipe, push on joints, C-52 575 Lin Ft $ 19.00 $ 10,925.00 $ 19.00 $ 10,925.00 100% $ 2 8"gale valve in 5'vault w/R-1530-B Fr&lid(pressure tap) 1 Each $ 2,000.00 $ 2,000.00 $ 2,000.00 $ 2,000.00 100% $ - 3 Excavate Jacking & Receiving pits 1 Lump $ 4,000.00 $ 4,000.00 $ 4,000.00 $ 4,000.00 100% $ - 4 15"steel casing pipe(jack in place) 30 Lin Ft $ 150 00 $ 4,500.00 $ 150.00 $ 4,500.00 100% $ - 5 Fill,lacking & Receiving pits with TBF 65 C Y $ 15.00 $ 975.00 $ 15.00 $ 975.00 100% $ - 6 Lire hydrant wild 6"auxiliary valve 2 Each $ 1,700.00 $ 3,400.00 $ 1,700.00 $ 3,400.00 100% $ - Page 1 of 3 7 Mechanical fittings 580 Lb $ 2.00 $ 1,160.00 $ 2.00 $ 1,160 00 100% $ - 8 Polyethylene encasement, 8 nil 575 Lin Ft $ 2.00 $ 1,150.00 $ 2.00 $ 1,150.00 100% $ - 9 1"service connection with corp. stop and B-box 12 Each $ 350.00 $ 4,200.00 $ 350.00 $ 4,200.00 100% $ - 10 Select trench backfill 80 C Y $ 15.00 $ 1,200.00 $ 15.00 $ 1,200.00 100% $ - 11 Restore off site ROW and easement area 300 S Y $ 5.00 $ 1,500.00 $ 5.00 $ 1,500.00 100% $ - TOTAL $ 35,010.00 TOTAL $ 35,010.00 100% $ - STORM SEWER ' 1 24" RCP storm sewer constr., C-76,CL IV 42 Lin Ft $ 29.00 $ 1,218.00 $ 29.00 $ 1,218.00 100% $ - 2 21" RCP storm sewer constr., C-76,CL III 72 Lin Ft $ 19.00 $ 1,368.00 $ 19.00 $ 1,368.00 100% $ - 3 18"RCP storm sewer constr.,C-76,CL III 94 Lin Ft $ 21.00 $ 1,974.00 $ 21.00 $ 1,974.00 100% $ - 4 15"RCP storm sewer constr., C-76,CL III 90 Lin Ft $ 18.00 $ 1,620.00 $ 18.00 $ 1,620.00 100% $ - 5 12"RCP storm sewer constr.,C-76,CL III 213 Lin Ft $ 16.00 $ 3,408.00 $ 16.00 $ 3,408.00 100% $ - 5 15"CMP storm sewer constr.(connection incedental) 20 Lin Ft $ 14.00 $ 280.00 $ 14.00 $ 280.00 100% $ - 6 12"PVC storm sewer constr., SDR 26 386 Lin Ft $ 12.00 $ 4,632.00 $ 12.00 $ 4,632.00 100% $ - 7 2'junction box with R-5900-E gr. 3 Each $ 450.00 $ 1,350.00 $ 450.00 $ 1,350 00 100% $ - 8 2'inlet, type A,with R-4340-B gr. 7 Each $ 550.00 $ 3,850.00 $ 550.00 $ 3,850.00 100% $ - 9 4'catch basin, type A,with R-4340-B gr. 3 Each $ 1,050.00 $ 3,150.00 $ 1,050.00 $ 3,150.00 100% $ - 10 4' manholes,type A,with R-4340-B gr. 1 Each $ 950.00 $ 950.00 $ 950.00 $ 950.00 100% $ - 11 5'catch basin, type C,with R-4340-B gr. 1 Each $ 1,350.00 • $ 1,350.00 $ 1,350.00 $' 1,350.00 100% $ - 12 5' manholes,type C,with R-4340-B gr. 1 Each $ 1,250.00 $ 1,250.00 $ 1,250.00 $ 1,250.00 100% $ - 13 15"flared end section w/rip rap 1 Each $ 400.00 $ 400.00 $ 400.00 $ 400.00 100% $ - 14 Select trench backfill 80 C Y $ 15.00 $ 1,200.00 $ 15.00 $ 1,200.00 100% $ - TOTAL $ 28,000.00 TOTAL $ 28,000.00 100% $ - ROADWAY 1 Bituminous butt joint 340 Lin Ft $ 4.00 $ 1,360.00 $ 4.00 $ 1,360.00 0% $ 1,360.00 2 Fine grade roadway 1,050 S Y $ 1.00 $ 1,050.00 $ 1.00 $ 1,050.00 100% $ - 3 10"base course, compacted crushed limestone, CA-6 570 Ton $ 10.00 $ 5,700.00 $ 10.00 $ 5,700.00 100% $ - 4 4 1/2"Bit. Conc. binder course, Class I, Mix B, Type 2(patch) 49 Ton $ 35.00 $ 1,715.00 $ 35.00 • $ 1,715.00 100% $ - 5 1 1/2"Bit. Conc surface course, Class I, Mix C,Type 2(patch) 18 Ton $ 38.00 $ 684.00 $ 38.00 $ 684.00 100% $ - 6 3"Bit. Conc. surface course, Class I,Mix C, Type 2 (2 lifts) 100 Ton $ 38.00 $ 3,800.00 $ 38.00 $ 3,800.00 0% $ 3,800.00 7 PCC sidewalk, 5"thick,6"at driveways,with CA-6 base 2,880 S F $ 3.00 $ 8,640.00 $ 3.00 $ 8,640.00 0% $ 8,640.00 8 Site Landscaping 1 Lump $ 12,000.00 $ 12,000.00 $ 12,000.00 $ 12,000.00 0% $ 12,000.00 9 Street lights 1 Each $ 3,000.00 $ 3,000.00 $ 3,000.00 $ 3,000.00 0% $ 3,000.00 10 Street signs 1 Each $ 150.00. $ 150.00 $ 150.00 $ 150.00 0% $ 150.00 11 Traffic control 1 Lump $ 2,000.00 $ 2,000.00 $ 2,000.00 $ 2,000.00 25% $ 1,500.00 TOTAL $ 40,099.00 TOTAL $ 40,099.00 24% $ 30,450.00 Page 2 of 3 TOTAL_ Estimated Total TOTAL $ 151,714.00 t Total Contracted Bids TOTAL $ 151,714-00 Cost to Complete Work 76% $ 36,245.30 I hereby certify that the percentage left to complete and that Estimated Project Cost $ 151,714.00 the cost to complete shown herein are correct and sufficient Contingency 10% $ 15,171.40 - to complete the items shown for this project. Original Letter of Credit $ 166,885.40 ) ,,,,, ., . Estimated Cost to Complete $ 36,245.30 4-. .••,....,, „,,.,� F' Contingency 10% $ 3,624.53 Estimated Cost of Completed Work $ 115,468.70 r_c-�, ' 3! LU •,.mss---� Contingency 25% $ 28,867.18 Project Engineer: R3chactd -- .pheiftir,abn = New Letter of Credit (110%Cost to Complete+25%Complete Work) $ 68,737.01 License No.62-39720; xpir©ti48'is11/50/0 i.* - Previous Reductions NONE $ - ENGINEER This Reduction in Letter of Credit $ 98,148.40 rOF /` 1.\10...\,,,‘‘‘ � Engineering&Surveying Support 10% $ 6,873.70 Estimated Cost to Complete $ 46,743.53 Page3of3 1,16-4q ��D car o United City of Yorkville Memo J Q. , 800 Game Road EST.kW 1614" 1836 Yorkville, Illinois 60560 ��— Telephone: 630-553-8545 630-553-3436 o11 oho 11<&E \‘'\' Date: June 23, 2005 To: Tony Graff, City Administrator 11 From: Joe Wywrot, City Engineer CC: Traci Pleckham, Finance Director Liz D'Anna, City Secretary Subject: 2005 Asphalt Surface Treatment Program—Bid Results Bids were received on June 23, 2005 at 11:00am for the above-referenced project. This work consists of applications of rejuvenating and preservative agents to bituminous pavements. The condition of the pavement determines the type of material used in the application. The objective is to keep good roads in good condition by replacing certain asphalt compounds that naturally diminish over time. Doing so increases the ability of the pavement to repel water and maintain its flexibility. This year we are planning to treat the city streets in Cannonball Estates, Kylyn's Ridge Unit 1, River's Edge (south of the RR tracks), Sunflower Estates Units 1 and 2, and Country Hills Unit 1. The following bid was received: CAM, LLC $ 34,695.44 43W630 Wheeler Road Sugar Grove, Illinois 60564 Engineer's Estimate $ 37,259.40 CAM was our contractor for last year's project and did a good job. I recommend that they be awarded the contract for this project, for the amount of$34,695.44. Please place this item on the Public Works Committee agenda of June 27, 2005 for consideration. XPi , ) 0,c0) United City of Yorkville Memo 800 Game Faun Road Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: June 24, 2005 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer •, CC: Traci Pleckham, Finance Directo Liz D'Anna, City Secretary Subject: 2005 Crack Filling Project- Bid Results Bids were received on June 24, 2005 for the referenced project. This project consists of routing and filling construction joints and random cracks in the Cannonball Estates Subdivision, Kylyn's Ridge Unit 1, River's Edge (south of the RR tracks), Sunflower Estates Units 1 &2, and Country Hills Unit inter subdivisions, and along the curb on Kennedy Road just east of Route 47. The following bids were received: SKC Construction, Inc. $27,600.03 P.O. Box 503 West Dundee, Illinois 60118 Aurora Blacktop, Inc. $28,217.28 1065 Sard Ave. Montgomery, Illinois 60538 Fahrner Asphalt Sealers, Inc. $34,095.88 2800 Mecca Drive Plover, Wisconsin 54467 Freehill Asphalt, Inc. $35,271.90 113 Yount Ave. Watseka, Illinois 60970 Engineer's Estimate $30,862.65 The low bidder, SKC Construction, Inc. has a valid IDOT certificate of eligibility. Based on the results of the bids, I recommend that we award the contract to SKC Construction, Inc. for the bid amount of$27,600.03. Resolution 2005-30 appropriated $31,000 for this project. If we are under budget near the end of construction, I would like to add Colonial Parkway to the project. Please place this item on the Public Work Committee agenda of the June 27, 2005 for consideration. NI3 Tony Graff From: Glen Levy[ipro2@msn.com] Sent: Monday, March 28, 2005 9:45 AM To: tgraff@yorkville.il.us Subject: RE: PNA Sewer Project- Buffer request by Glen Levy Mr. Graff, My family and I appreciate you and the City of Yorkville taking your time to address this issue. We have contacted local companies for quotes, and will have the quotes to you by March 31st. Sincerely, Glen Levy >From: "Tony Graff" <tgraff@yorkville.il.us> >Reply-To: <tgraff@yorkville.il.us> >To: <ipro2@msn.com> >CC: "'Philippe Moreau'" <pmoreau@deuchler.com>, "'John Wyeth'" ><jwyeth@yorkville.il.us>,<jwywrot@yorkville.il.us>,<aprochaska@yorkville.il.us>, "'Harold >Martin (E-mail) '" <hmartin@yorkville.il.us> >Subject: PNA Sewer Project - Buffer request by Glen Levy >Date: Fri, 25 Mar 2005 12:29:11 -0600 >Glen: >Here is a follow up from our telephone conversation on 3/24/05 and >summary. >I understand your request to be reasonable to provide a buffer between >the PNA Camp and your property as a direct result from the sanitary >sewer construction project removing the evergreen trees which were a >long standing buffer between your property and the PNA camp. The City's >position on this issue to explore installing a buffer between the two >properties should have been addressed with the easement agreement >between the PNA Camp at the time of the project; however, this was not >discussed as a problem or concern by the PNA Camp. I now understand >your concerns and the ongoing issues of operations of the PNA Camp and >yourself. We will explore your request to install a small berm and >privacy fence as a component of the construction project. Please submit >your request and cost to the City for consideration. Our fax number is >630-553-7575 or via my e-mail address of tgraff@yorkville.il.us. The >date of submittal for your request to be considered by the Mayor and >City Council is as follows: > March 31, 2005 submittal date to be reviewed at the City >Council COW meeting on April 5, 2005 > April 14, 2005 submittal date to be reviewed at the City >Council COW meeting on April19, 2005. >Any further questions or concerns please contact me. >Thank you for your cooperation. >Tony Graff >City Administrator >United City of Yorkville >800 Game Farm Road >Yorkville, IL 60560 >630-553-8529 1 From: GLEN LEVY [IPRO2@msn.com] Sent: Wednesday, April 27, 2005 10:16 PM To: Tony Graff Subject: PNA Buffer Mr. Graff I have finally received my 2nd quote for a berm. Frankly I think the berm and fence buffer is awfully expensive the 2nd quote was for more than the first. So I now purpose a less expensive solution that I believe will offer the security and the noise buffer from the PNA that was removed with the sewer line project. I am purposing a 8' tall wood fence running the length our property approx. 182'. I have secured 3 quotes from local business which I am faxing you. We are also requesting a tree allowance for two trees to be planted along the purposed fence line to help fill the void were trees no longer exist which will help buffer noise in the future. Mr. Graff, I truly hope you and the city board find our request reasonable. We invite you to visit our location if needed, so as to better understand our position. Also if it would help I am more than willing to address the board to answer any questions or concerns. The season for the PNA starts soon and we hope we can resolve this issue prior to it. Please call with any questions or concerns. Thank-you Glen Levy Home Ph. 553-7137 Work Ph. 630-898-0400 APR25-2005 02 :21 PM KEMDALLCQUNTYFENCE 630 554 2695 P•bl KENDALL COUNTY FENCE FAX 46-A STONE HILL ROAD OSWEGO, IL 60543 To: z• r DATE -as-�p. olf-A HONE 630-554-2673 FAX 630-554-2695 NUMBER OF PAGES 1 PREMARK: i-n. /f2 ' ? //de ,4 Aw e. 444,,fQ ) a,„ce /6 „ga-tc-<t_i � � f Il `� 1 t {� IIII FRa'1 : Chris Bourque FAX Imo, : 630-236-8430 Apr. 26 2005 06:40AM P1 FENCES R US P.O. BOX 59.5 YORKVILLE,IL 60560 630-921-0869 PROPOSAL Date qb."--/B r ,— Customer �j /e I `*L/J Job Site S./f'✓ _ Address /0 71/ ,ef✓e4 R r t Address , City__J7 t4./U _State Zip _ City _ State—„Zip- - Home# J'f 3 - 7/7 -7 Work/Cell# Job Site# Contact-- PS X ontact__PAX - SS ?- 14,ra ey I f FENCE HEIGHT_, 4 POST TOP , f'...4-r-- `BOARD SIZE IXt K GATES WE HEREBY PROPOSE TO FURNISH THE MATERIALS AND PERFORM THE LABOR NECESSARY FOR THECOMPLETION OF: A/5 ,44 i /7z ' d F f So C�.� lo4-/4 tie 4 X /2 "4'5-7-f s-e-r- ga G7 fes,/ eaAi Ca.i. � . 4_te.-4-5E64---ML"•C-7-41�' . ^`y ��S7-tom r'. /6 u ! c....„4 PROPOSAL BASED ON CONDITION OF FENCf,AND PROPERTY AT TIME.OF ESTIMATE..ALL NEW FENCE INSTALLATI(,NS AND REPAIRS ARE GUARANTEED FOR LIFE AGAINST ANY DEFECTS RESULTING FROM IMPROPER WORKMANSHIP.WOOD MATERIALS GUARANTEED FOR 3 YEARS.CIIAINIJNK, ALUMINUM,&VINYL FENCING iS GUARANTEED FOR I Q YEARS.GATES ARE GUARANTEED FOR I YEAR.FENCES R US WILL NM-BE RESPONSIBLE FOR OR REPLACE ANY(TATE BROKEN DUE TO WIND DAMAGE.UNLESS CLEARLY MARKED CUSTOMER IS RESPONSIBLE,FOR ANY DAMAGE.:TO UNDERGROUND CABLES SUCFI AS TV.ELECrRIC,WATER,GAS,ETC.FENCES R US IS NOT RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND SPRINKLER LINES.CUSTOMER AGREES TO OBTAIN AND PAY FOR ALL PERMITS,FENCE WILL FOLLOW NATURAL CONTOURS OF THE PROPERTY UNLESS OTHERWISE SPECIFIED.ALL FENCE MATERIAL IS THE PROPERTY OF FENCES R US UNTIL FENCE IS PAID FOR IN FULL FENCES R US RESERVES THE RIGHT 70 REMOVE ANY FI-NCE DUE TO NON PAYMENT. FENCES It IS REQUIRES A S0%DEPOSIT ON ALL NEW BAF.LACING.THE REMAINING BALANCE FOR THE ABOVE IS DUE UPON COMPLETION OF WORK. IOTA!.PRICE / __S , 2 19 • BUYERS SIGNATURE. DATE _COMPANY SIGNATURE DATE Ul/ r1/4 i p.- "Where FIRST FENCE NCEi INC. Office!Showroom Quality and 10 North Elm Street Service Count" Ph.708-547-7555 • 630-553-9594 • 847-998-1930 Hillside, IL 60162 / Fax 708-547-7580 Date 1i— t S — 0S- t fl tl Customer I CA". I.� .lob site _50‘,1A-"f&._ _ ^ t Address II ©`r(( I f ,` 1 �Adddress City 1C1.-V/•4) - State .( Zip Co0�.y-1tty r_ r �, /\State Zip Home!f-'✓0- S S-5-'7oitc 4 4ite iy> 0 `.515- .,- —-7 `QG`oL)ot We hereby propose to furnish material and perform the labor necessary for the completioniof the following: ('Total footage ft. E( PVC t Z... ft. Chea kf 1 2Z� ti. Iron-Aluminum s‘ . ft.'1 ((� r ( Height,Style Color 3' ,!f-Dl t .,..,,,,\,--3,_ F7 av e4 • „. + �f I Picket/Wiire Size:Spacing 11 t 7L •tart r, lTop Finish er----t,c./..t- H II \\ civ 1'Rails Number and Size �`� ��sr �f"'r�ll — i {fit- c 'f I Gates d V �`� f -3 ‘..A.1-4-\ I , Terminal Post Sizes j[Intermediate Post Size 4/' ,t 4 x 11 Dake Down 0 _It. 5 'I Lf I t ,L t jI 41 �2—"1� b - c - tp s'' Li r I _e to 1; t' HaulAway C) 6 ft , I Haul Dirt c r Z t • i I(Butt Pulls 0 0 / / l' Concrete Breaks !No.Core Dulls ° f No.Asphalt Breaks G �tt"'� r 'I Underground U* _ (Trim Bushe/ 2 tl'•C,Vl_CLi. t-) i r ye Gr r Jt(�G6, Follow Ground y.A i n 1.-(=--c--(,)\ p f S k � "� ((�� c 1 �\ (^ Straight __�Stepped� Lill ifr 74 'A”1 r i��„ ....:-....41 \ t1� Additional Work: ` / _. / 1 _ , il Ccmplate Price r L) G., 6 �� Dollars Payments as Follows:50%Deposit Ealancl Due On Completion !rrr(oice Net 30 Days Financed 9 0 Days Financed _ Deposit$ Check# Hafance Due S Visa/Master Card/Discover# _ Expires If any construction permits are required by local ordinances,Purchaser agrees to secure and pay for said permits.The undersigned Purchases hereby assumes full responsibility for ovation of property line upon which said material is to be installed and agrees to holo FIRST FENCE INC.harmless from all claims arising from questions of survey of said property or said property the.FIRST FENCE INC.is only obligated by what is written in the oonlract.P-ice ducted is for normal installation,therefore any additional items such as concrete or asphalt breaks or roach fill is discovered.or any other unique conditions involving extra labor costs additional costs are hereby authorized unless already noted.Customer hereby assumes responsibility for any stolen material or vandaiism to fence during construction.CUSTOMER ASSUMES FULL RESPONSIBILITY FOP ALL PRIVATE ELECTRICAL LINES,SRRINKLER SYSTEMS AND GAS LINES. Failure to pay as outlined above shall void all warranties and further,FIRST FENCE INC.shall have the right to remove from Purchasers property all fencing installed by virtue ol this contract end ad prior payments shall be forfeited and applies as fquidaling damages but shall not limit FIRST FENCE INC.from securing further payments as may be rebored.Purchaser also agrees to pay for ad reasonable attorney fees COURT COSTS AND COLLECTION COSTS INCURRED BY FIRST FENCE INC.IN COLLECTING ANY MONEY DUE.A 25%HANDLING CHARGE WILL BE ASSESSED ON ALL CANCELLATIONS.all material guaranteed for year,except paint or stain finishes or any lodane mechanism.installation guaranteed for the lie ol the fence against any detects resulting from improper workmanship,other than wood gates.Installation of wood gates guaranteed for one year. ACCEPTANCE AND AGREEMENT TO PAY The above prices,specifications and conditions are satisfactory and are hereby accepted.FIRST F EINC.isaulhorizedt mencework and Purchaser will provide payment asoutlined above with a service charge all 1/2%per month(18%per year)on any unpaid balance.In the event itr opcsai is nit appro. Fl ST FENCE INC.Engineering and Credit department any payment made shall be refunded to the customer and this proposes shall beocme null and void. L Buyer's Signature Dale mpany Repres ative Dare =,stD Co.o United City of Yorkville Memo .. '" 800 Game Farm Road EST rn ` ° 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 S1 --as-': p Fax: 630-553-3436*. to. les10.6 Gouty Date: June 1, 2005 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer V CC: Traci Pleckham, Finance Director ' Liz D'Anna, City Secretary Subject: Contract A.2—Cannonball Trail Booster/PRV Station Change Order#2 Attached find one copy of proposed Change Order#2 for the referenced project. This change order, in the amount of a $9699.00 increase, is for additional work related to valving, and also for installation of an auto-dialer system and changes in the electrical service. Please refer to EEI's memo for details. Please note that the change order form also references Contract A.5 because those two projects are being built under on contract, but all of the costs associated with this change order are for Contract A.2. I recommend that this change order be approved. Please place this item on the Public Works Committee agenda of June 27, 2005 for consideration. 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eeiweb.com EngInssring Entsrprisss. Inc_ May 31, 2005 Mr. Joe Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Contract A.2 Cannonball Trail BP/PRV Station & Contract C.5 South PRV Station Change Order No. 2 United City of Yorkville Kendall County, Illinois Dear Mr.Wywrot: Enclosed for your review please find Change Order No. 2 for the above referenced project. The following background information is offered for each of the items being considered: • Item 1 - Due to the use of line stops and cut-in resilient wedge gate valve instead of the double disk gate valve originally proposed, the valve location was adjusted to provide maximum separation from the 16-inch line stops. This relocation placed the proposed valve and vault within the area requiring trench backfill. The charges for excavation, spoil removal and trench backfill were found to be reasonable after the correction of an accounting error was made. • Item 2 -The auto dialer was requested by the City as an extra. The cost for adding this unit was compared to other similar dialers incorporated on other projects in our office and was found to be reasonable. When working with ComEd to bring service to the Cannonball Trail station, ComEd's service representative recommended bringing the service cable from the station to the proposed service pole rather than having ComEd bring in a service crew in to run from the pole to a transformer pad. We were advised that additional delays could be experienced if ComEd's service crew was required. The additional cost to run cable to the pole should be offset be a savings in service connection fees charged by ComEd.. Having reviewed each of these items and finding them appropriate, we recommend the approval of Change Order No.2 as submitted. If you concur with our recommendation, we ask that you present the Change Order to the Public Works Committee for their recommendation and forwarding to the City Council. If you have any questions or comments with regarding any of the above, please do not hesitate to call me at 630/466-9350. Respectfully submitted, ENGI ERING ENTERPRISES, INC. Fda#14-04,4-•"‘"--_ William E. Dunn, P.E. Senior Project Manager WED/wed pc: JWF,TMH - EEI Consulting Engineers Specializing in Civil Engineering and Land Surveying • CHANGE ORDER Order No. 2 Date: May 31, 2005 Agreement Date: May 3, 2004 NAME OF PROJECT: Contract A.2A Cannonball Trail Booster Pump and Pressure Reducing Valve Station and Contract C.5 South Pressure Reducing Valve Station OWNER: United City of Yorkville CONTRACTOR: L. J. Dodd Construction, Inc. The following changes are hereby made to the CONTRACT DOCUMENTS: 1. Add ADDITIONAL TRENCH BACKFILL AND GENERATE SPOIL FROM INSTALLING THE GATE VALVE WITHIN THE DRIVEWAY LOCATION AT THE BP/PRV STATION. 1 L.S. @ $2,734.90 $ 2,734.90 2. Add ADDITIONAL OF AUTO DIALER AND ELECTRICAL SERVICE INCREASE DUE TO ELIMINATION OF PAD—MOUNTED TRANSFORMER AND TRENCHING SERVICE CABLE DIRECTLY TO THE SERVICE POLE 1 L.S. @ $6,964.10 $ 6,964.10 Change of CONTRACT PRICE: Original CONTRACT PRICE: $511,255.75 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S) $532,784.66 The CONTRACT PRICE due to this CHANGE ORDER will be (increased) (decreased) by: $ 9,699.00 The new CONTRACT PRICE including this CHANGE ORDER will be: $542,483.66 CO-01 JUSTIFICATION Items #1 —The Owner has indicated a preference to cutting in a resilient wedge Gate Valve in lieu of the insertion valve based on valve design for the BP/PRV station. Due to the locations of the two proposed water main connections and to maximize the separation for the line stops, the proposed 16-inch gate valve was relocated adjacent to the driveway. Because of the location trench backfill was required and the spoil material was hauled off-site. Item #2—The Owner has requested an auto dialer be installed at the BP/PRV station for warning alarm notification. Due to Com Ed supplying 3-phase service aerially to Cannonball Trail, ComEd suggested use of a pole mounted transformer to provide electrical service to the station. Consequently, the transformer pad location was eliminated and electrical service was installed directly from the power pole to the station. Due to the location of the power pole in comparison to the proposed transformer pad location, additional trenching, conduit, and wire were required. This cost should be offset by a reduction or elimination of service connection fee by charged by ComEd. Change to CONTRACT TIME: NONE Approvals Required: To be effective this order must be approved by the local agency if it changes the scope or objective of the PROJECT, or as may otherwise be required by the SUPPLEMENTAL GENERAL CONDITIONS. (� JV ` Requested by: � � L.J. Dodd Construction, Inc. Recommended by: (42J2,1.____ Engineering Enterprises, Inc. Accepted by: United City of Yorkville CO-02 G:\Public\Yorkville\2003\Y00309 Contract C.5 South PRV Station\Change Orders\chgorder02.doc vuf uus cuuD LUJ 16:uo r'AA t$JU 554 8674 L J DODD -+44 E E I IJ 001 L J DODD CONSTRUCTION INC. PROPOSAL 174 HARRISON STREET OSWEGO,IL 60543 630-554-8511 EEI,INC. DATE: 5/03/05 52 WHEELER ROAD SUGAR GROVE,IL 60554 ATTN:TERRY HEITKAMP SHIPPED TO: CANNON BALL TRAIL STATION YORKVILLE,IL c. _ ;�W iewe�woFiidS .eeseaQ02ii+:azuxwaxeewp»sa ifu�sM�G��}! yJ kMd6•cc-+Yy�f��W��(y.I sena. •.•wtwwtr�f000:tp7'RAKM6t«n.wKwhNQa«�V.PfaNn..-- ..'..�.:��.�..�-.I ....��'b`ww�y�j Obi +SnaQa:MWfN»:a�fYNa00ii0�a9, ^""�yy�9�e«�y)eeatde'.i:6�N�aJD. 1 ADDITIONAL BACKFILL AND SPOIL REMOVAL 2,48627 2,48627 DUE TO THE FACT THAT THE INSERTA VALVE COULD NOT BE LOCATED AS PER PLAN DUE TO EXISTING WATER MAIN JOINTS THAT HAD TO BE RESTRAINED FOR THE UNE STOPS 1 OVERHEAD AND PROFIT 248.63 248.63 SUBTOTAL 2,734.90 CgiN Questions concerning this proposal? Call:630-554-8511 FAX 630-5546674 64:76404.4g0 THANK YOU FOR YOUR BUSINESS! • YORKVILLE PRV STATIONS.WK4 • CHANGE ORDER 12/29/04 C0121504 DAVE HEINE EXCAVATING P.O.BOX 187 ELEURN IL 60119 CUSTOMER 4 4538 J08 # 4555 CANNONBALL/PRES RED A ATTENTION : ACCOUNTS PAYABLE LJ DODD CONSTRUCTION YORKVILLE IL 174 HARRISON STREET CHANGE ORDER12/15/04&12/16/04 P.O.80X 980 0$WEGO IL 60543 RASE QUANTITY U/M DESCRIPTION UNIT PRICE AMOUNT ADDITIONAL TRENCH BACKFILL AND GENERATED SPOIL FROM SUCH REQUIRED WHEN INSERTA VALVE OPERATION HAD TO BE MOVED INTO DRIVEWAY DUE TO LOCATION OE EXISTING WATERMAIN JOINTS STONE DELIVERED 11/29/04 799 46 .31 TN T&M STONE FOR TRENCH BACKFILL -CA5 12.63 584 . 90 STONE DELIVERED 11/30/04 114 3 331/, 95 799 26 . 52 TN T&M STONE FOR TRENCH BACKFILL -CA5 . 2 (03 , 317 STONE DELIVERED 12/03/04 `•``'�� fes• d 799 12 .83 TN NEM STONE FOR TRENCH BACKFILL-CA5 1(9, t� 12 . 8 164 . 6 799 26. 15 TN T&M STONE FOR TRENCH BACKFILL- CA6 10 . 33 270 .13 12/04/04 AND 12/15/04 HAUL SPOIL GENERATED FROM TRENCH BACKFILL IN DRIVEWAY 787 1 . 50 HRS T&M-963 TRACK LOADER 180 .00 270 . 00 801 8. 50 HRS TSM SEMI DUMP TRUCK 78.00 663 . 00 799 1 L.SS T& ! PIT-DUMP FEES-7 LDS 201 . 25 201. 25 a yds60a; ERMS: NET DUE 1/28/05 NET AMOUNT DUE $ 2 ,857 . 20 ' +nh:{ith:!{ii•i ;{{t?{i•:{{.i:t{.i:p:' ..{'.4\ti{t: :'.tii{!iM;.�::•:i.:?!i{tK. A N. {'ii:i::�.ii:is`:�':Li: :'i`y.:v::;��:i': (t':{{: u{h\t:tti• v:•;ttL:t{i{t• .'tn\\v:t. l.:A. : :uuN;•:iiv'h: .:'i:::{{:t �.:4 ... :::::..:uuv:.:::::..::r::::.u.:::::.:v:::.:::::::.:. :::::tt::.::r::.v:::.•.......... k•.:t::yw�•:..::Y.•:\h�:n.::u{{::::�:.:.vw:}y\:.u.•:,n:yn.::::v},r,..u:::h.::.uv:,.,..:::::.....:..::vh:::::::::q.;:vnq:::.,:::.:. ............. v..............:....... .......�.::.,::v:.........::•:........n.�:tihi::i'L'.::•iii:�:::.:::::::..v.� L J DODD CONSTRUCTION INC. PROPOSAL 174 HARRISON STREET OSWEGO, IL 60543 630-5548511 EEI, INC. DATE: 2/23/05 52 WHEELER ROAD SUGAR GROVE, IL 60554 ATTN: BILL DUNN SHIPPED TO: CANNON BALL TRAIL STATION YORKVILLE,IL 1 TO ADD THE AUTO DIALER AS REQUESTED 3,125.00 $3,125.00 1 TO RELOCATE THE ELECTRICAL SERVICE DUE TO ELIMINATING 3,206.00 3,206.00 THE PAD AND GOING DIRECTLY TO THE POWER POLE 1 OVERHEAD AND PROFIT 633.10 633.10 SUBTOTAL 6,964.10 Questions concerning this proposal? ...............:..:....................: ........................................ Call:630-554-8511 FAX 630-554-8674 >s<<>> ........................................ THANK YOU FOR YOUR BUSINESS! PROPOSAL PRV STAQTIONS.WK4 UZ/23/2005 09:08 FAX 63055Z1411 K&K 16001/002 ' R&R ELECTRICAL CONTRACTORS INC. CHANGE ORJ)ER 16660G Miller Road • PLANO, ILLINOIS 60645 Number !/ P'NONE J `\ (630) 8544840 I COATI,2. To •Z -1)3t1b RAW, OcKrioR M J°D#I 1.7'�w 2�)t.. n C � � ) Joe NM VeER JOB PHONE V C�WL.M/� J W1INe CONTRACT NO, DATE,ow EXISTING CONTRAC Ne hereby agree to make the change(a)specified below: J41'bl) 1\•.)--o rTo � N s l 4 TI cIJ • ams.. 30 l v S • i1.46.1LtJ. lNNT >" Q No: 41of P Nom( P 1 NklAesA i`Cy - &U- OP- — 4.5125 • • NOTE: This Changs Order becomes Dart of and In conformance with the existing contract. WE AGREE hereby to make the change(s)specified above at this price 4 $ 3l ZS 0 FATE PREVIOUS CONTRACT AMOUNT $ micomcrb ONATura tcoNnl.ctC - REVISED CONTRACT TOTAL $• // ACCEPTED—The above prices end specifications of Date of acceptance this Change Order are satisfactory and are hereby ac- p copied.All work to be performed under same terms and condition as specified In original contract unless other- Signature wise stipulated. - lOWNEm) 02/23/2005 09:08 FAX 8305521411 R&R 14]002/002 • R &R ELECTRICAL CONTRACTORS INC. CHANGE ORJ)ER 156606 Miller Road PLANO,ILLINOIS 60545 Number PHONE DATE (630) 8594.840 Z-ZZ—O ICMFLOCAT1617 TO L r .� .>obt oqo4 �1��-;- W L- JOG MIMEOS; JOB PHONE O SU,E.G-0 q_L-, - EXISTING CONTRACT NO. DATE CF EXISTING CONTRACT We hereby agree to make We change(s)specified below: 3e.N/ &J1RANCE CA.14M7 f= IS (00 R- 139-\vaAJAy CoNbu - - - - * 17_0 4-1 5co • • Lo 00 • NOTE:.This Change Order becomes part of and In conformance with the existing contract. WE AGREE hereby to make the change(s) specified above at this price t) • $ .20(P O O DATE PREVIOUS CONTRACT AMOUNT $ - Y/IMORIgTDSIGN.ix+e ICONTN.CTORI `\ REVISED CONTRACT TOTAL $ ACCEPTED—The above prices and specifications of Dale 01 acceptance this Change Order are satisfactory and are hereby so- p cepted.AQ work to be performed under same terms and conditions as specified In original contract unless other- Signature wise stipulated. wwNSAI fD ciT o United City of Yorkville Memo J '" 800 Game Farm Road ESE 1836 Yorkville, Illinois 60560 ---- - Telephone: 630-553-8545 09 I °o ` py Fax: 630-553-3436 144E �v%1 Date: June 2, 2005 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer U. CC: John Wyeth, City Attorney J Liz D'Anna, City Secretary Subject: Greenbriar Unit 4 —Letter of Credit Attached find a letter from First Midwest Bank notifying us that the letter of credit for Greenbriar Unit 4 will expire on October 2, 2005. I called Karen at Crestview and told her that the city will need to call the Letter of Credit if it is not renewed. There is a short punchlist for this development but it has not been completed. I recommend that we begin the process of calling the letter of credit should that become necessary. Please place this item on the Public Works Committee agenda of June 27, 2005 for discussion. First Midwest Bank 300 North Hunt Club Road M I M\ Gurnee,Illinois 60031 First Midwest `i11® May 23, 2005 Sent by Certified Mail, Return Receipt Number 7003 2260 0002 0703 1265 City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Re: First Midwest Bank Letter of Credit No. 150014066-201 R. W. Development,Inc. Gentlemen: In accordance with the terms and conditions of the above referenced Letter of Credit issued in your favor in the current amount of Twenty Nine Thousand Six Hundred Twenty Eight and 50/100 ($29,628.50) U.S. Dollars, we hereby inform you of the impending expiration date of October 2, 2005. Sincerely, Penelope Sal ado Regional Documentation Review cc: R. W. Development, Inc. A. Joseph Judd MAL 6 LENDERFDIC - N ) i/ UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer U Subject: Cornerstone Subdivision Bond Reductions No. 1 Date: June 3, 2005 Attached find a request from the developer's consultant for a reduction in the bond amounts for the Cornerstone development. This development had two bonds established, one for earthwork and erosion control, and the second for all other items. I have reviewed the request and recommend reductions, but for different amounts then requested. The request did not distinguish between the earthwork and supplemental bonds, and also did not provide for the normal 15% retention that we require. There were also some items claimed as being complete that were not complete, such as seeding of the commercial lot, overall landscaping, signage, etc. I recommend that Lexon Bond # 1010743 (for earthwork and erosion control)be reduced by the amount of$460,321.59. The remaining amount for that bond would be $139,678.41. I recommend that Safeguard Bond #5012882 (for all other items)be reduced by the amount of $741,664.16. The remaining amount for that bond would be $363,667.24. Please place this item on the Public Works Committee agenda of June 27, 2005 for consideration. Joe Wywrot From: Pete Huinker[phuinkercesmithengineering.com] Sent: Thursday, May 19, 2005 11:58 AM To: jwywrot@yorkville.il.us Cc: patcodevelopment c@aol.com; gdill cRDbeechendill.com LOC-REDUCTION-1 CORNERSTONE-05.. Attached is the Letter of Credit Reduction Request for Cornerstone subdivision. Please place us on the next available Public Works meeting agenda for June. Thanks. (See attached file: LOC-REDUCTION-I-CORNERSTONE-051605.xls) Peter J. Huinker, P.E. General Manager of Land Development Smith Engineering Consultants, Inc. 759 John Street Yorkville, Illinois 60560 Ph. 630-553-7560 Fax. 630-553-7646 1 JOB NAME:CORNERSTONE SUBDIVISION(OVERALL) TRIA 030978-03 LOCATION: UNITED CITY OF YORKVILLE LOC REDUCTION REQUEST#1 CALC BY:GEK PREPARED BY SMITH ENGINEERING CONSULTANTS,INC. CHK BY:PJH 6132005 ONSITE IMPROVEMENTS PAY ITEM - UNITS UNIT COST QUANTITY TOTAL COST %COMPLETE QUANTITY TOTAL TOTAL ROADWAY CONSTRUCTION - - COMPLETE COMPLETE REMAINING P.C.C.SIDEWALK 5"WITH 2"AGG.SUBBASE(6"THRU DRIVE WITH 5°AGG.SUBBA SQ.FT. $ 2.95 29150.9 $ 86,585.16 15.5% 4540.0 5 13,393.00 $ 73,192.16 COMBINATION CONCRETE CURB AND GUTTER,TYPE(B-6.12) FOOT $ 7.75 4,969.4 $ 38512.93 100.0% 4969.4 $ 38.51293 $ - AGGREGATE BASE COURSE MATERIAL(CA-6), 10"TYPE B OR APPROVED EQUAL SQ.YD. $ 7.00 8,548.3 $ 59,838.31 100.0% 8548.3 $ 59,838.31 5 - BITUMINOUS MATERIALS(PRIME COAT,MC-30) GAL $ 1.20 2,991.9 $ 3,590.30 100.0% 2991.9 $ 3,590.30 5 - BITUMINOUS CONCRETE BINDER COURSE CL 1.MIXTURE B,2.5' SO.YD. $ 4.70 8,548.3 $ 40,177.15 100.0% 8548.3 $ 40,177.15 $ - BITUMINOUS CONCRETE SURFACE COURSE,MIXTURE C,CL I,1.5" SQ.YD. $ 3.10 8,548.3 $ 26,499.82 0.0% 0.0 $ - $ 26,499.82 AGGREGATE BASE COURSE CRUSHED STONE(CA-6),TYPE B 3.5" SQ.YD. $ 2.50_ 1180.4 $ 3,450.98 100.0% 1380.4 5 3,450.98 $ AMOCO 4551 GEOTEXTILE FABRIC OR EQUAL SQ.YD. $ 1.25 8,548.3 $ 10,685.41 100.0% 8548.3 $ 10,685.41 $ - Sub-Total ( $ 269,340.06 $ 169,648.08 $99,691.98 ONSITE IMPROVEMENTS PAY ITEM UNIT UNIT COST QUANTITY TOTAL COST %COMPLETE QUANTITY TOTAL TOTAL STORM SEWER CONSTRUCTION - - - COMPLETE COMPLETE - -,REMAINING STONE RIPRAP,CLASS A3 SQ.YD. $ 48.00 42.0 $ 2,016.00 100.0% 42.0 5 2,016.00 $ - TRENCH BACKFILL CY $ 25.00 194.7 $ 4,867.75 100.0% 194.7 $ 4,867.75 $ - STORM SEWERS,CLASS A,TYPE 2,12" FOOT $ 18.00 1,498.0 $ 26,964.00 100.0% 1498.0 $ 26,964.00 $ - STORM SEWERS,CLASS A,TYPE 2,15" FOOT $ 19.25 1,400.0 $ 26,950.00 100 0% 1400.0 $ 26,950.00 $ - STORM SEWERS,CLASS A.TYPE 2,18' FOOT $ 23.50 479.0 $ 11,256.50 100.0% 479.0 $ 11,256.50 $ - STORM SEWERS,CLASS A,TYPE 2,21" FOOT $ 26.00 310.0 $ 8,060.00 100.0% 310.0 $ 8,060.00 $ - STORM SEWERS,CLASS A,TYPE 2,24" FOOT 5 30.00 441.0 $ 13,230.00 100.0% 441.0 $ 13,230.00 $ - STORM SEWERS,CLASS A,TYPE 2,30" FOOT $ 32.50 524.0 $ 17,030.00 100.0% 524.0 $ 17,030.00 $ - CATCH BASINS,TYPE A 4'DIAMETER,TYPE 11 FRAME AND GRATE EACH 5 1,250.00 13.0 $ 16,250.00 100.0% 110 $ 16,250.00 $ - CATCH BASINS,TYPE A 4'DIAMETER,TYPE 8 GRATE EACH 5 1,150.00 2.0 $ 2,300.00 100.0% 2.0 $ 2,300.00 5 - CATCH BASINS,2'DIAMETER,TYPE 8 GRATE EACH $ 850.00 6.0 $ 5,100.00 100.0% 6.0 $ 5,100.00 $ - INLETS,TYPE A 2'DIA,TYPE 8 GRATE EACH $ 800.00 6.0 $ 4,800.00 100.0%, 6.0 $ 4.800.00 $ - INLETS,TYPE A 2'DIA,TYPE 11 FRAME AND GRATE EACH $ 850.00 10.0 $ 8,500.00 100.0% 10.0 $ 8,500.00 $ - PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12"W/GRATE EACH $ 500.00 1.0 5 500.00 100.0% 1.0 $ 500.00 $ - PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15'W/GRATE EACH $ 700.00 1.0 $ 700.00 100.0% 1.0 $ 700.00 $ - PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18"W/GRATE EACH $ 800.00 2.0 $ 1,600.00 100.0% 2.0 5 1,600.00 S - PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24'W/GRATE EACH $ 1,000.00 2.0 $ 2,000.00 100.0% 2.0 $ 2,000.00 $ - PRECAST REINFORCED CONCRETE FLARED END SECTIONS 27'W/GRATE EACH $ 1,300.00 1.0 $ 1,300.00 100.0% 1.0 $ 1,300.00 $ - MANHOLES,TYPE A,4'DIAMETER,TYPE 8 GRATE EACH $ 1200.00 7.0 $ 8,400.00 100.0% 7.0 $ 8,400.00 $ - MANHOLES,TYPE A,4'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 1,200.00 6.0 5 7,200.00 100.0% 6.0 5 7,200.00 $ - MANHOLES,TYPE A,5'DIAMETER,TYPE 8 GRATE EACH $ 1,400.00 4.0 $ 5,600.00 100.0% 4.0 $ 5,600.00 $ - MANHOLES.TYPE A,5'DIAMETER,TYPE 1 FRAME OPEN LID EACH $ 1,400.00 3.0 $ 4,200.00 100.0% 3.0 $ 4,200.00 $ - MANHOLES,TYPE A,5'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 1,400.00 6.0 $ 8,400.00 100.0% 6.0 $ 8,400.00 $ - MANHOLES,TYPE A,6'DIAMETER,TYPE 1 FRAME CLOSED LID(W/RESTRICTOR) EACH 5 1,800.00 2.0 $ 3,600.00 100.0% 2.0 $ 3,600.00 $ - Sub-Total $ 190,824.25 $ 190,824.25 $ - ONSITE IMPROVEMENTS PAY ITEM - - 'UNIT UNIT COST QUANTITY TOTAL COST %COMPLETE "QUANTITY TOTAL TOTAL WATER MAIN CONSTRUCTION . - 'COMPLETE COMPLETE ` REMAINING TRENCH BACKFILL CY $ 25.00 165.1 $ 4,126.25 100.0% 165.1 $ 4,126.25 5 - 8-INCH WATER MAIN FOOT $ 22.00 2,836.0_$ 62,392.00 100.0% 2836.0 $ 62,392.00 $ - FIRE HYDRANTS EACH $ 2,200.00 9.0 $ 19,800.00 100.0% 9.0 $ 19,800.00 $ - 8"VALVE AND VALVE BOX EACH $ 950.00 3.0 $ 2,850.00 100.0% 3.0 $ 2,850.00 $ - 5'DIA VAULT AND 8-INCH VALVE EACH $ 2,400.00 4.0 $ 9,600.00 100.0% 4.0 $ 9,600.00 $ - ' 5'DIA VAULT AND 6-INCH VALVE(PRESSURE CONNECTION) EACH $ 5,200.00 1.0 $ 5,200.00 100.0% 1.0 $ 5200.00 $ - OPEN CUT(WM ACROSS GREEN BRIAR RD AS LIVE TAP) FOOT $ 100.00 40.0 $ 4,000.00 100.0% 40.0 5 4,000.00 5 - 1"WATER SERVICE INCLUDING TRENCH BACKFILL(LONG) EACH 5 1,200.00 36.0 $ 43,200.00 100.0% 36.0 $ 43,200.00 $ - 1"WATER SERVICE INCLUDING TRENCH BACKFILL(SHORT) EACH $ 400.00 15.0 $ 6,000.00 100.0% 15.0 $ 6,000.00 5 - Sub-Total $ 157,168.25 $ 157,168.25 5 - ONSITE IMPROVEMENTS 'PAY ITEM - UNIT 'UNIT COST QUANTITY TOTAL COST %COMPLETE QUANTITY TOTAL TOTAL SANITARY SEWER CONSTRUCTION - - _ - COMPLETE COMPLETE REMAINING TRENCH BACKFILL CY $ 25.00 250.7 $ 6,267.25 100.0% 250.7 5 6,267.25 5 - 8"SANITARY SEWER,PVC(0-10-DEEP) FOOT $ 21.00 2,242.0 $ 47,082.00 100.0% 2242.0 $ 47,082.00 5 - 8"SANITARY SEWER,PVC(10.-15-DEEP) FOOT $ 28.00 1720 $ 4,816.00 100.0% 172.0 5 4,816.00 5 - 6"SANITARY SEWER,PVC-SDR21(15-20'-DEEP) FOOT $ 25.00 664.0 $ 16,600.00 100.0% 664.0 5 16,600.00 $ - 4'SANITARY MANHOLES(0'-10'-DEEP) EACH $ 1,800.00 12.0 $ 21,600.00 100.0% 12.0 5 21,600.00 $ - 4'SANITARY MANHOLES(10'-15'-DEEP) EACH $ 2,100.00 3.0 $ 6,300.00 100.0% 3.0 $ 6,300.00 $ - 4' SANITARY MANHOLES(15-20'-DEEP) EACH $ 2,400.00 2.0 $ 4,800.00 100.0% 2.0 $ 4,800.00 $ 6"SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL(FAR) EACH $ 1,900.00 20.0 $ 38,000.00 100,0% 20.0 $ 38,000.00 $ - 6'SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL(NEAR) EACH $ 450.00 21.0 $ 9,450.00 100.0% 21.0 S 9,450.00 $ - Sub-Total $ 154,915.25 $ 154,915.25 $ - MISC.IMPROVEMENTS/FEES • PAY ITEM UNIT UNIT COST QUANTITY TOTAL COST %COMPLETEQUANTITY TOTAL- TOTAL COMPLETE COMPLETE REMAINING STREET SIGNS _L.SUM $ 3,000.00 1.0 $ 3,000.00 100.00%, 1.0 $ 3,000.00 $ - STRIPING L.SUM $ 1,500.00 1.0 $ 1,500.00 0.00% 0.0 5 - $ 1,500.00 STREET LIGHTSEACH $ 2,000.00 10.0 $ 20,000.00 100.00% 10.0 $ 20,000.00 $ - _ MOSQUITO ABATEMENT-' L.SUM 5 650.00 1.0 5 655.00 0.00% 0.0 $ - $ 650.00 CURB REMOVAL FOOT $ 4.00 105.0 $ 420.00 100.00% 105.0 $ 420.00 $ PAVEMENT REMOVAL SQ.YD. 5 3.50 400.0 $ 1,400.00 100.00%, 400.0 $ 1,400.00 $ - Sub-Total S 26,970.00 $ 24,820.00 5 2,150.00 1 GRADING IMPROVEMENTS/FEES _ PAY ITEM . UNIT i UNIT COST QUANTITY TOTAL COST J COMPLETE QUANTITY TOTAL TOTAL COMPLETE COMPLETE REMAINING SEEDING ACRE $ 2,000.00 2.1 $ 4,200.00 100.0% 2.1 $ 4,200.00 $ - TEMP.SEEDING(COMMERCIAL) ACRE $ 2,000.00 14.6 $ 29,200.00 100.0% 14.6 $ 29,200.00 $ - EXCELSIOR BLANKET SD.YD. $ 1.00., 14,500.0 $ 14,500.00 100.0% 14500 $ 14,500.00 $ - SURFACE TOPSOIL STRIP CU.YD. $ 1.70 104,042.0 $ 176,871.40 100.0% 104042 $ 176,871.40 $ - SITE CUT TO FILL DIFFERENCE(CLAY FOR RESIDENTIAL) CU.YD. $ 3.00 86,850.0 $ 260,550.00 100.0% 86850 $ 260,550.00 $ - SITE CUT TO FILL DIFFERENCE(CLAY FOR COMMERCIAL) CU.YD. $ 3.00 15,956.0 $ 47,868.00 100.0% 15956 $ 47,868.00 $ - SITE TOPSOL RESPREAD(COMMERCIAL) CU.YD. $ 2.50 8,400.0 $ 21,000.0D 100.0% 8400 $ 21,000.00 $ - SITE TOPSOL RESPREAD(RESIDENTIAL) CU.YD. 5 2.50 10,000.0 $ 25,000.00 100.0% 10000 $ 25,000.00 5 - SILT FENCE FOOT $ 2.00 2,568.0 $ 5,136.00 100.0% 2568 $ 5,136.00 $ - Sub-Total $ 584,325.40 $ 584,325.40 $ - LANDSCAPING IMPROVEMENTS/FEES PAY ITEM UNIT UNIT COST QUANTITY TOTAL COST Y COMPLETE' QUANTITY TOTAL TOTAL COMPLETE • COMPLETE REMAINING • TREES/LANDSCAPING(SEE ATTACHED ITEMIZED LIST PER IVES RYAN) L.SUM $ 134,860.00 1.0 $ 134,860.00 100.0% 1.0 $ 134,860.00 $ - Sub-Total $ 134,860.00 $, 134,860.00 $ PAY ITEM - UNIT -UNIT COST QUANTITY TOTAL COST %COMPLETE QUANTITY TOTAL TOTAL GREENBRIAR ROAD CONSTRUCTION • COMPLETE COMPLETE REMAINING GREENBRIAR ROADWAY GRIND STRIPING L.SUM $ 1,000.00 1.0 $ 1,000.00 0.0% 0.0 $ - $ 1,000.00 STRIPING OF GREENBRIAR ROAD L.SUM $ 500.00 1.0 $ 500.00 0.0% 0.0 $ - $ 500.00 Sub-Total $ 1.500.00 $ - $ 1,500.00 $ 1,416,561.23 $ 103,341.98 15%RETAINED $212,484.18 SUB-TOTAL COST $ 1,519,903.21 110%RETAINED $113,676.18 CONSTRUCTION STAKING(2%) $ 30,398.06 TOTAL COST $ 1,550,301.27 TOTAL RETAINEE $326,160.36 (NEW LOC AMT.) 15%RETAINED FOR COMPLETED ITEMS,110%OF UNCOMPLETED ITEMS 3-Jun-05 Letter of Credit/Bond Reduction Subdivision: Cornerstone Reduction#1 Lexon Bond#1010743 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 after Red.#1 Grading $584,325.40 $642,757.94 $600,000.00 $529.557.40 $460,321.59 $139,678.41 Totals $584,325.40 $642,757.94 $600,000.00 $529,557.40 $460,321.59 $139,678.41 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. 3-Jun-05 Letter of Credit/Bond Reduction Subdivision: Cornerstone Reduction#1 Safeguard Bond#5012882 Theoretical Actual Approved Letter of Credit Letter of Credit Substantially complete Amount of Remaining Item Eno. Est. Amount Amount prior to Red.#1 Reduction#1 Amount after Red.#1 Earthwork* $0.00 $0.00 $42,758.44 $42,758.44 $42,758.44 $0.00 Roadway $269,340.06 $296,274.07 $296,274.07 $169,648.08 $161,165.68 $135,108.39 Storm Sewer $190,824.25 $209,906.68 $209,906.68 $190,824.25 $181,283.04 $28,623.64 Watermains $157,168.25 $172,885.08 $172,885.08 $157,168.25 $149,309.84 $23,575.24 Sanitary Sewer $154,915.25 $170,406.78 $170,406.78 $154,915.25 $147,169.49 $23,237.29 Miscellaneous $26,970.00 $29,667.00 $29,667.00 $21,820.00 $20,729.00 $8,938.00 Landscaping $165,257.61 $181,783.37 $181,783.37 $41,314.40 $39,248.68 $142,534.69 Greenbriar Road Items $1,500.00 $1,650.00 $1,650.00 $0.00 $0.00 $1,650.00 Totals $965,975.42 $1,062,572.96 $1,105,331.40 $778,448.67 $741,664.16 $363,667.24 Notes: 1) LOC/Bond amt. to be 15%of subsantially completed items plus 110%of uncompleted items. *Earthwork substantially covered by separate bond. Construction guaranty for earthwork dropped to zero for Safeguard bond and completely covered by Lexon bond after Reduction#1 I\1i-) /1 �`,sto c��o United City of Yorkville Memo '" 800 Game Farm Road EST.kw = 1836 Yorkville, Illinois 60560 4 ` Telephone: 630-553-8545 A "l o N Fax: 630-553-3436 F `mo. Date: June 14, 2005 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer CC: Traci Pleckham, Finance Direct r Liz D'Anna, City Secretary Subject: Bruell Street Forcemain& Sanitary Sewers—Change Order#2 Attached find one copy of proposed Change Order#2 for the referenced project. This change order, in the amount of a $16,500 increase, is for work storm sewer work on the Woodworth property and at the Bruell/Wooddale intersection, as well as a revised connection to the Heartland Circle lift station. Please refer to the attachment from Deuchler for details. I recommens a. ., : a a - i:; •-Vesl..Please place this item on the Public i orks C•as as ittee-agenda of June 27, 2005 for consideration. CHANGE ORDER Order No. 2 Date May 25, 2005 Agreement Date: NAME OF PROJECT: BRUELL STREET FORCEMAIN AND SANITARY SEWERS OWNER: UNITED CITY OF YORKVILLE CONTRACTOR: H. LINDEN & SONS SEWER&WATER, INC. The following changes are hereby made to the CONTRACT DOCUMENTS: Justification: Change to CONTRACT PRICE: $ 0.00 Original CONTRACT PRICE: $ 1,511,895.00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER $ 1,563,504.00 The CONTRACT PRICE due to this CHANGE ORDER will be (increased) (dccrcascd)by: $ 16,500.00 The new CONTRACT PRICE including this CHANGE ORDER will be $ 1,580,004.00 Change to CONTRACT TIME: The CONTRACT TIME will be (increased) (decreased)by 0 calendar days. The date for completion of. 1 work is (Date). Requested by: _+l�t� i t- Walter E. Deuchler Associates, Inc. Accepted by: � I _ ._/ H. Linden & Sons Sewer& Water, Inc. Approved by: United City of Yorkville Federal Agency Approval (where applicable) N.A. I. LINDEN & SONS SEWER & WATER, INC P O BOX 344 YORKVILLE, ILLINOIS 60560 63 -553-2014 Fax 630-553-9270 25-May-05 The United City of Yorkville Game Farm Road Yorkville, Illinois 60560 RE: Extra work Bruell Street Forcemain Replacement of 4"field tile 520 lineal feet at$6.00 per If $3,120.00 Steve Linden Ma 20 05 07: 57a Linda Linden 630-553-9270 p_ 2 H. LINDEN & SONS SEWER & WATER, INC P O BOX 344 YORKVILLE, ILLINOIS 60560 630-553-2014 Fax 630-553-9270 20-May-05 The United City of Yorkville Game Farm Road Yorkville, Illinois 60560 RE: Work on Lift Station Bruell Street Forcemain Connection into Lift Station 450 Excavator with operator 8 hours $ 165.00 $ 1,320.00 250 Loader with operator 8 hours $ 140.00 $ 1,120.00 963 Cat Crawler with operator 8 hours $ 150.00 $ 1,200.00 Three laborers 8 hours $ 65.00 $ 1,560.00 $ 5,200.00 Total due this invoice $ 5,200.00 Thank you, Steve Linden May 630-553-9270 P• 3 20 05 07: 57a Linda Linden H. LINDEN & SONS SEWER & WATER, INC P O BOX 344 YORKVILLE, ILLINOIS 60560 630-553-2014 Fax 630-553-9270 20-May-05 The United City of Yorkville Game Farm Road Yorkville, Illinois 60560 RE: Work on Lift Station Bruell Street Forcemain 12" RCP 110 If $ 38.00 $ 4,180.00 4'Catch basins 1 ea $ 1,500.00 $ 1,500.00 2 Inlets 2 ea $ 750.00 $ 1,500.00 Cconnetion 2 ea $ 500.00 $ 1,000.00 Total this invoice. $ 8,180.00 Thank you, Steve Linden WALTER E . DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODLAWN AVENUE • TELEPHONE (630) 897-4651 • FAX (630) 897-5696 AURORA, ILLINOIS 60506 May 25, 2005 Mr. Joe Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Bruell Street Force nd Sanitary Sewers Change Order .)( W.E.D.A. Job #788-03052-00 Dear Joe: During the course of constructing the sanitary sewer in the Woodworth property and connecting it to the Heartland Pump Station, some additional work was performed that was not called out on the Plans, as follows: 1. Replacement of 520 L.F. of 4" corrugated plastic field tile between M.H. #10 and 11,M.H. #11 and 12 and M.H.#12 and 13. The unit price is stated in the Contract Document in Special Provision SP- 32 in the amount of$6 per lineal foot. 520 L.F. x $6.00/l.f. = $3,120.00 2. Removal and replacement of 110 L.F. of 12" storm sewer, 1 - 4' dia. and 2 - 2' dia. catch basins between M.H. #10 and 11 which was in conflict with the proposed sanitary sewer. As you may recall, the sanitary sewer had to be relocated 10 feet farther north, than originally bid, in order for the City to acquire the necessary easements across the Woodworth property. The cost to perform this work amounts to $8,180.00. 3. The connection to the temporary Heartland Pump Station required extra time and material beyond the scope of work stated in the Plans. As you recall, the Contract called for connecting the 14" sanitary sewer to M.H. #18. However, due to safety reasons and electrical panel in the way, the Contractor was directed to connect directly to the wet well. The cost to perform this extra work on a time and material basis amounts to $5200.00. • Water Works and Sewerage • Buildings and Structures • Design and Construction • Streets and Street Lighting • Investigations and Reports • Project Financing Mr. Joe Wywrot City of Yorkville May 25, 2005 Page 2 Based on the above,we are submitting for approval Change Order Nan the total amount of$16,500.00. Very truly yours, WALTER r. DEUCHLER ASSOCIATES, INC. Philipp- ' Moreau, P.E. PFM/mw Encl. I __ o United City of Yorkville Memo 3 ^ Public Works Department esr.14 1836 800 Game Farm Road Yorkville, Illinois 60560 0� .) Telephone: 630-553-4370 E Fax: 630-553-4377 Date: June 21, 2005 To: Joe Besco, Chairman From: Eric Dhuse, Director of Public Works CC: Subject: Sale of Used Equipment Joe, I would ask permission from the City Council to sell the following vehicles: 1987 Chevrolet one ton pick up truck 1989 GMC 3/4 ton pick up truck 1998 International 6x4 tandem axle dump truck The two older vehicles were purchased before the replacement program began, and are past their useful life. The 1998 dump truck is part of the replacement program and is scheduled for sale this year. If you have any questions, please let me know. I would ask that this be placed on the June 27th Public Works committee agenda for discussion. N4-):// ,�`� c�T o United City of Yorkville Memo '� Public Works Department EST.kw imium4 1836 800 Game Farm Road Yorkville, Illinois 60560 NI� �y0 Telephone: 630-553-4370 Kendal County kE �� > Fax: 630-553-4377 Date: June 21, 2005 To: Joe Besco, Chairman From: Eric Dhuse, Director of Public Works CC: Art Prochaska, Mayor, Tony Graff, Administrator Subject: Tower Repairs Joe, A routine inspection of our water tower located at 610 Tower Lane was performed by Utility Service Co. of Sycamore Illinois. The results of the inspection showed that we need to make some repair to the tank to ensure a long service life. Although none of them are critical, and the tower is in good shape for its age, I would recommend that we proceed with the repairs as soon as possible. I will bring back a quote from this company as soon as I receive it. If you have any questions, please let me know. I would ask that this be placed on the June 27th Public Works committee agenda for discussion. ,i wepty1�+ + r fi`' 3" 8, 3..prr.,- ,,. ..,,,..,.. 4..4,..,. .,.,,,.,. rf;i19r' ...�, �.,''- i rti ba 7° Ttl - .. a ' r4 '1,,• 'T b " y, i y '�'y 5� �x4 y, ` '•` '' +" x q M t k /'' r4:• Ww N A y .'k7/'� ‘,7,-,,iii, 45 ', "4' as �. Ll ,� :S } µ1y 4 A P 11id" r ♦•,-,,,,--1•.-7,-.,yP py q .0 `[' "ii . K• t ■ w ' ` ta\ 4a t' A M.. Y 111;*',,L ',. ' , , . , ,i. • ,.1. , ,,,,•;.., ..!;)• ,...,;„ ;„:.;, :,.., ..,,,,,,,..,,,,:..4,.,:... ..1,,,,w,..2,,,....e..„.•,. . : , . ,4,....k. ,f., } ., Cy�y,,,�� A�y.. a #'1 t } l}1,,� Sa } .111. + L. u t cx'6 L �1 J•. �`'"Y ffi r'% 1.`' ` ' atr 4 k y i \.,,, • zv • .'fir! ,w, e F' j} rY, • k 4 av ar, k.yh r i,i4, ; i, , . s . '�` SA' S#( FJ.s. pA„f;1 r x ��w'z `�' rk th w j. f ."i. y ..s , erv 'i:., afi i/ ,�,0 `` ' '$ a tf �.4� �t 0 s R,, i..{ } a ,.,,-,r,',;'•''''41, 'eafr.�� t� .1, � `in} s . " *3 t� y 1,,"r r �fited. S � 4 � € t'' 1 u s, "� fi K ~ t 1 n4 ' ^�. ' p ',1§ Aiti 1an '1',.„0,''' '',..":1":i',''''''''4if'f''''',''''''' 'tin. d 7f — Y AMC ` ,..e4, ��dan � ' ,' y`• i fL ,,j ailq ' ry,,..:','%°-„,,,, r7a, ii, , a he S 'ih kgwA.4 Yi'r" ' i.1 kr.al:„. C B� i,q i t. M tR `h d rc 1'+ �" ,F Rt }Y, 1 SKY V f k fY� 4 �!1 pT so-A' , . F f • f r"e r �4 �"}.y ' ,;: 13$f f , 4'rk,r a , x r {{ `. -..‹,,,,,,,,.4....0':7,.v:,:do v� k rv" Ak kx R+, • 1 E: „ffa�4 Yy� .i " ,r A i 'Yap, :4# .z } Y n •yy .1 f 1 �• t fat ,� t k } r '� a f' + t �ym1 �ti � ark a �x,� r � } d '''11'-',`.,,;.'..', t. Fa'� r,,r r� w,a4S ° 7 • �.. 4 '.;.,,,v,,,,,,,,,:" � � �447'.1,k.'-'..:'„,,,,,..),..,3,..,,.•='...,,,,,,.1..,..1 qg /t ,� t! „....i..14,,,,,,,„„ ri' ,y e�”' -. I s YL ,,its` - 1 .:,1:C-i'. � < Y k� �.r� s 4�'i "p�p Y,� 5 ...,,,4.,'•.. x ,` r '-:','1'„.:•...: 4r r ,Ny.xuxx ! Pfd'11 fpr e•4� • - 4 !� 1 ,,,-1",t!...,-..,,,:, rl j -�...�-t i y t5 „•;,..,..,:..”,'......',`,.F.,‘;',1", h4 4 S d t 4i;,--•,,,„...°•).: :) I Ni Y3 r Y { _.• L J, n'" TAC A•y( • 7 �, yr �'+ 14 its 2 A it 1 ley � J i ' �gr+e ��p f'/-'":'' ' . 'i.... r:',.r.'r'''cr.i.:r./.'''''''''''''4"" .,... 't. , I r..... . • f1;"�,,,:#;1;r 1-, ♦ fel i , ,i ..-.0tikI 6k 1 I • f q M r ....'',(4';''4''''-" . ! ? 1+ ,yam • x ti•k Hy 1 3S; t ' 5 5 � f♦�ii, t. 1.I`y t e- ...5„.,,,,.; + C,,. s ..,46,„`t#♦ Pt iP° ' + h :4 x 3 kk ° 44, s + Sk,J f1C '� ' 1 s ^a. r„ iii6 n z �y ^ 'i'<:' Hyl y7'Cs.`` • . 'A • ., . ,..... . 4' , V � a .rt4," . 4fi �r4-.... r fi �.. w a rir fi;'rti Wy N" •k ,} „,-„,,,,4,:,.,C=,, • (,.. ' . ,, , , '\,, 1.%0, . A d ,. .'.' ” .. i `'1 ,. .LL.4,•`. fit' `k R > • Y +� .�s\.' . , . 8 �'" F Y l.. F w5 .w S''£'Y t. ey J �'.� �Y'FA `tai ,,•.,.,`fr; v '�i A3 &1Y .YIs 3+ . F 3 dM it',."'":''',!,'''a� . �1 y _ ,5,S }, f a. f¢,j' Ws, X:.` e. x; g i ..Tnn `�, -�''�--h : gyp, � ., ', .-t-i.',,,,4-;,..:;,','„)...4.2.4,:i!!!'...' , -f -, ' ' '' • ''' '-'1.tk ' ' 1;41,:ie;peAar -t F ` • a �.tt �-gt 2 A ' y� - • t. ;. ; ``\ .. k. T k icc +{ �F^ � of � W �~ , - .# t „.r, r,, a¢� 0.,r# s,u'£zL trE �R,,, '',1�4y' aNt.f .k�f 1 * H 0. +31 ' �,`” � r K YY • rtNw' ea r Q4,.= x • 2>'''; ,� NI d E br.,��t y7f1R.r '* r ex t�Yz bh pF n u w s` r ll. Ilitill ' .* S Ii,,• • I , , 0 414:.:99' ••9 '''''.•:'':'W ' • i 4.f.. 1. k i '9 1 �` JF • a+m' W,.,'F,. .�♦ _,.Ali t .filf:1407-* oilik . . ..., . . • ,4r .,..•• .., . „ .., A ,,,,..•. ,.,. . �..4^�r1::',,....„. ., h b xn Av /fly .,,,, ..., „,_.• _.,,. : .,....,, .. ili,littottivk„............_, ,,,1 ..,-- .. ,,,,..„;,,...,:..,e.„,.,......,:..4.;„,,,,,,... e....,1,y,':,,,, ,w-, ,...'1,—Irieviii : -,.., ....,,,ig.:: . Y y P; € h �rt r o t ,ky.-: . ''''" ';..': - ,07,0 ic:,', .. ,.,;,--?`;,,•!::,:;,- A..„, tF� ,, µms. t t k dW fi .•, � Wf ; tide L lb I 44. r II gar,— At r. , ' sem, • �Y 4..M X _ �v,. 1 • d' 'T Yk Y —$Mp 1Mpt�x Mpg { a MEMMENNIMIMMIMI o United City of Yorkville Memo '� Public Works Department EST.% tare1836 800 Game Farm Road .� Yorkville, Illinois 60560 �� O Telephone: 630-553-4370 11#1<&E `‘,)? Fax: 630-553-4377 Date: June 22, 2005 To: Joe Besco, Chairman From: Eric Dhuse, Director of Public Works CC: Art Prochaska, Mayor Subject: Sanitary Sewer Manhole Lining Joe, I wanted to let the committee know that we are going to start our sanitary sewer manhole lining project. Performance Pipelining of Ottawa, Illinois will be performing the work. We will be lining the older brick manholes with a thin layer of an epoxy/fiberglass/cement liner that is sprayed on to seal the manholes from infiltrating water. We have budgeted $15,000 in this years budget for this work. If we do not use all the money, I would like to look at lining some of the older clay sewer pipes throughout the city. We hope to continue this type of program every year to keep our sanitary sewers in good working order. I would ask that this be placed on the June 27th Public Works Committee for discussion and informational purposes. If you have any questions or comments, please let me know. s Alt' s ) As) o rUnited City of Yorkville Memo 800 Game Farm Road EST.14 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 o Fax: 630-553-3436 Date: May 26, 2005 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer . CC: Liz D'Anna, City Secretary Subject: Block 4 Black's Addition—Letter of Credit Attached find a letter from Old Second Bank notifying us that the letter of credit for Frank Wilman's townhome development at Morgan and Hydraulic will expire on August 18, 2005. I have called Frank and told him that the city will need to call the Letter of Credit if it is not renewed, and that he has time to request a reduction before it needs to be renewed. In the meantime, however, I recommend that we begin the process of calling the letter of credit should that become necessary. Please place this item on the Public Works Committee agenda of June 27, 2005 for discussion. 1 Old Second Old Second Bank-Yorkville May 20, 2005 Mayor and Aldermen City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Willman & Groesch Letter of Credit No. 15581 In the amount of$24,476.00 Dated 3/2/04 Gentlemen: Please accept this letter as notification of our intention not to renew this letter of credit past the current expiration date of August 18, 2005. Under the teims of the original Letter of Credit, we were to provide you with 90 days notice of our intention not to renew. We will thus keep the Letter of Credit active until August 18, 2005 at which time it will expire without further notice. Si Cerely, N De is A. Bute Assistant Vice President 102 E.Van Emmon St.,Yorkville,IL 60560-0669,630-553-4230 Fax:630-553-7943 • 408 E.Countryside Pkwy.,Yorkville,IL 60560-1061,630-553-4240 Fax:530-553-5361 Wal-Mart Supercenter,6800 W.Rte.34,Plano,IL 60545-9603,630-552-2265 Fax:530-552-4895 • 410 E.Church St.,Sandwich,IL 60548-2380,815-786-2265 Fax:815-786-1475 323 E.Norris Dr.,Ottawa,IL 61350-1518,815-433-4433 Fax:815-433-4904 www.o2bancorp.com Member FDIC O0 EEt til/$',=- `& //40 cJr o United City of Yorkville Memo -.1% 800 Game Farm Road EST. _Lint1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 111W Fax: 630-553-3436 Date: June 24, 2005 To: Tony Graff, City Administrator pp� From: Joe Wywrot, City Engineer V CC: Traci Pleckham, Finance Director Jennifer Fischer, Engineering Assistant Subject: 500MG Water Tower Painting— Change Order#1 Attached find one copy of proposed Change Order#1 for the referenced project. This change order, in the amount of a $6500.00 increase, is for the items listed below. These items were discussed in detail at a meeting on June 14th with the contractor, Joe Moore and Brian Sorenson of the Public Works Department, and EEI. 1) Supply and install a 24" aluminum freeze/clog resistant roof vent for the amount of $4800. This will replace the original vent,which is prone to clogging. 2) Supply and install an overflow flap gate for the amount of$1200. The tower currently doesn't have a flap gate, and we have been cited by the Illinois EPA for this deficiency in the past. 3) Repair the insulation vapor jacket for the amount of$500. The existing jacket, which is located on the riser pipe within the tower, is falling off at locations. Maxcor also recommended that we place a sediment drain valve at the base of the bulb, but after much discussion it was agreed that this item was not needed. The Cation- exchange treatment removes almost all of the sediment from the water, greatly reducing the need for this item. Please place this item on the Public Works Committee agenda of June 27, 2005 for consideration. UNITED CITY OF YORKVILLE Project: 500MG Water Tower Painting Change Order No. 1 Contractor: Maxcor, Inc. Date: 24-Jun-05 Address: 1331 E. Dunslow Lane Lockport, Illinois 60441 Awarded Final Difference in No. Item Quantity Quantity Difference Unit Unit Price Cost 1 Supply& Install 24"Aluminum roof vent 0 1 1 EA $4,800.00 $4,800.00 2 Supply& Install overflow flap gate 0 1 1 EA $1,200.00 $1,200.00 3 Repair insulation vapor jacket 0 5 5 HR $100.00 $500.00 Total change: $6,500.00 Contract Award Amount: $193,000.00 Plus Previous Change Orders: $0.00 Revised Contract Amount: $199,500.00 Recommend for Approval: , Date: ,A 4) Z j Citi Yorkville Approved: Date: Maxcor, Inc. Approved: Date: City of Yorkville Joe Wywrot From: John Sullivan [john@maxcor-inc.com] Sent: Tuesday, June 07, 2005 5:38 PM To: jwywrot@yorkville.il.us Cc: jfischer@yorkville.il.us Subject: Elevated Tank Painting FEW [ FA FDF FDF • 24 Inch Aluminum Aluminum Roof Drain Valve.pdf Overflow Flap Shand and Jurs Vent.pdf Vent jpg Gate.pdf Water Drain Val... Joe: There are a few additional work items we have discussed with you project inspector you may want to consider. Freeze/Clog Resistant Roof Vent Furnish and install a 24" aluminum freeze/clog resistant roof vent in accordance with the attached drawing and photograph. . . $4, 800. 00 Overflow Flap Gate Furnish and install a screened, freeze/clog resistant overflow flap gate in accordance with the attached drawing. . .$l,200. 00 Sediment Drain Valve Furnish and install a 3" Shand & Jurs freeze resistant water drain valve in accordance with the attached data sheet and drawing. .$4,750.00 Insulation Vapor Jacket Repair Repair the vapor jacket that has fallen off of the fill pipe insulation at the hourly rate for repairs in the original bid ($100/Man Hour) . 5 man hours required.$500. 00. Please contact me if you have any questions. John P. Sullivan Jr. President Maxcor Inc. 1331 E. Dunslow Ln. Lockport, IL 60441 (815) 838-4370 Fax: (815) 838-4616 www.maxcor-inc.com 1 FREEZE/CLOG-RESISTANT SCREENED OVERFLOW FLAP GATE Hinge with %" S.S. Bolt *;.;::i::..s , •'w � ,• 14 z-- Existing 6" Overflow Pipe Counterweight as necessary to maintain closed position. '/2" Linear High Density Polyethylene and 16 x 16 S.S. Mesh Screen C11City of Yorkville,IL 500,000 Gallon Elevated Tank Repainting Drawing No.2 M A X C O R 6/7/05 FREEZE-RESISTANT ALUMINUM VACUUM/PRESSURE VENT WITH VENTILATION/EXHAUST FLANGE 24 INCH DIAMETER 54" ~ ~ a 'tel L_____1 �_;-,�--J (_l L--J' L ' > < > < > C> < > < , > < > < > < > < > < `.. <-: �J r c-----s?'1------> ‘1,-_l <-- > L, <1 C r;-} �, <"---1 r L-.> > !<---> Wil` ,r } C r-1 C- , - Pressure Pallet HDPE Ring with , 16 x 16 Stainless Steel Wire Mesh /1.—t\ ' 1 High Density Stainless Steel Poly-Ethylene Bolts, Nuts, Washers 't 24" )1, , (HDPE) Vacuum Pallet T ' ' Rubber Gasket 24" Steel Ventilation/Exhaust 1/4 j ,_®—_ ,/ Flange Roof A 24" >I < ./ i City of Yorkville,IL 500 MG Elevated Water Storage Tank Painting Drawing No. 1 MAXCOR 6/7/05 Page 1 of 1 `r t 41 '7 Liz D'Anna From: Joe Wywrot[jwywrot@yorkville.il.us] Sent: Monday, June 06, 2005 7:04 PM To: Tgraff (E-mail) Cc: John Wyeth (E-mail); Arthur Prochaska Jr. (E-mail); Ldanna(E-mail) Subject: Route 126 Relocation Tony, At the May PW Committee meeting, the committee recommended not to take jurisdiction of "old" Route 126 north of Route 71. Art later asked if the city could vacate the roadway later if IDOT turned it over to us now. I called IDOT and spoke to Steve Andrews, who explained that the city could vacate the ROW, but if they did someone would have to reimburse IDOT for the cost of obtaining the ROW years ago. Steve explained further that there are two things that IDOT can transfer to the city,those being the jurisdiction over the roadway and the property rights over the roadway. He didn't know if IDOT owns the property outright or just purchased rights for a roadway. If they just purchased the right to build the road, then the underlying ownership is still with the adjacent property owners. In that case the city would not be able to grant itself an easement for a utility line. In either case, IDOT would require reimbursement. IDOT intends to remove the pavement if we don't agree to take over jurisdiction of that section of roadway. They would still have the ROW, however. We need to decide if we want to take this road or not. This issue is going back to the PW Committee in June for further discussion. Joe 6/7/2005 Page 1 of 1 Liz D'Anna From: Joe Wywrot[jwywrot@yorkville.il.us] Sent: Thursday, June 23, 2005 2:48 PM To: Ldanna (E-mail) Subject: FW: IDOT Joint Agreement- Route 126 @ Route 71 Liz, For 6/27 PW agenda. Joe Original Message From: Joe Wywrot [mailto:jwywrot@yorkville.il.us] Sent: Tuesday, June 14, 2005 11:47 AM To: Tgraff(E-mail) Cc: Traci Pleckham (E-mail); 'Jeff Freeman' (E-mail); Timothy Fairfield (E-mail) Subject: IDOT Joint Agreement - Route 126 @ Route 71 Tony, I spoke with Gregg Lee and Lou Paukovitz at IDOT today regarding this project. They are preparing the joint agreement which they will forward to us for approval in the next few weeks. They are including the following items in the agreement: • A jurisdictional transfer of a short section of existing Route 126 just north of Route 71. This would become the city street, although IDOT would still have an interest in the property should the city choose to vacate the right-of-way in the future. • Installation of streetlights on the traffic signal poles. • Installation of Opticom emergency vehicle pre-emption equipment. • Construction of casing pipe for future watermain construction. Lou said that the city could use MFT funds for the streetlights and Opticom equipment, but that the casing would need to be funded another way. We need to enter into an agreement with BKFD regarding the Opticom equipment. Who will pay for installation?Who will pay for maintenance and future replacement? We also need to decide if we want the casing pipe installed now. EEI needs to evaluate the pressure zone boundary at this location and make recommendations regarding casing size and location. We also need to decide if we are going to ask adjoining property owners to reimburse the city, or if we are going to fund this ourselves to promote commercial development at the intersection. The joint agreement will bring all of these issues to a head, so we should start talking to BKFD and the property owners soon. Joe 6/23/2005