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Public Works Packet 2003 03-24-03 ,st.° o�ry o United City of Yorkville IBS County Seat of Kendall County EST. 1896 800 Game Farm Road II fA Yorkville, Illinois 60560 Q w ` Q Phone:630-553-4350 ,� v�� Fax:630-553-7575 l4 l E NN', PUBLIC WORKS COMMITTEE MEETING AGENDA Monday, March 24, 2003 6:30 PM City Hall Conference Room REVISED: 3/21/03 Approval/Correction of Minutes: December 23, 2002 and January 27, 2003 Presentations: 1. EEI - GIS Proposal 2. Walter Deuchler - GIS Proposal New Business: 1. Geographic Information System - Review of Submittals 2. Sewer Rate Study - Deuchler Proposal 3. Regional Lift Station Report 4. Water Reports for February 2003 5. Route 34/Game Farm Road Traffic Signal 6. River's Edge Phase I - Letter of Credit Reduction #2 7. Mill & Van Emmon Watermain - ll)OT Highway Permit 8. Sunflower Estates Phase 2 - Bond Reduction #1 9. Country Hills Phase 2 - Bond Reduction #1 10. MFT Appropriation 03 / 04 11. Tower Cleaning 12. Water Treatment Building Design Old Business: 1. PW Time Study Additional Business: ce.D Cir` ,w o United City of Yorkville EST. 2.1836 County Seat of Kendall County 800 Game Farm Road ,4 ff Cl) Yorkville, Illinois 60560 p to Q Phone:630-553-4350 �,f K v�� Fax:630-553-7575 Li4LE NN PUBLIC WORKS COMMITTEE MEETING AGENDA Monday, March 24, 2003 6:30 PM City Hall Conference Room Approval/Correction of Minutes: December 23, 2002 and January 27, 2003 Presentations: 1. EEI - GIS Proposal 2. Walter Deuchler - GIS Proposal New Business: 1. Geographic Information System - Review of Submittals 2. Sewer Rate Study - Deuchler Proposal 3. Regional Lift Station Report 4. Water Reports for February 2003 5. Route 34/Game Farm Road Traffic Signal 6. River's Edge Phase I - Letter of Credit Reduction #2 7. Mill & Van Emmon Watermain - IDOT Highway Permit 8. Sunflower Estates Phase 2 - Bond Reduction #1 9. Country Hills Phase 2 - Bond Reduction #1 10. MFT Appropriation 03 / 04 11. Tower Cleaning Old Business: 1. PW Time Study Additional Business: Q., c.'r_ :Y Y a: �k • '' . 1 :, '�:1,--''.::::,','',..«..1.;;:-'.7:•:-:',-1-'.! " ,.�, mss "�a . . -•. 11 , III ., ' CITY OF YORKVILLE t PROPOSAL FOR . GEOGRAPHIC INFORMATION SYSTEM (GIS) ' ' ` -', MARCH 7, 2003 ii 'it iiitI .11'',1".ilt ,i .i;144-Ne-1. , s - t F WALTER E. DEUCHLER ASSOCIATES, INC. 230 WOODLAWN AVE. , fp, yr -: ,< a, fi AURORA, IL 60506 ,gy.p� I 1 City of Yorkville 11 Proposal for Geographic Information System I II 11 INDEX I I I H I. I COMPANY INFORMATION 1 111 i i II PROJECT UNDERSTANDING 1 111 A. Background :; 1 B. Project Approach ii;I i C. Estimated Manhours and Tentative Schedule 1 1 III RELEVANT EXPERIENCEli 11 li I IV REFERENCES �� li V PROJECT TEAM i. VI TASK ESTIMATION AND WORK APPROACH FORM i 11 I t VII RESUMESi1i 1 B �3 t 1ii ii i i 1: iII il U ;1 ii ii li i '� if 11 ii ii i i 1 Walter E.Deuchler Associates, Inc. `Q, -� it Consulting Engineers ., (`, i i . �I 'i City of Yorkville Proposal for Geographic Information System I. COMPANY INFORMATION Walter E. Deuchler Associates, Inc. (WEDA) has been providing quality consulting engineering services in the Northeastern Illinois area for more than eighty-five years in both the public and private sectors. The firm's office is conveniently located at 230 Woodlawn Avenue in Aurora, Illinois (approximately 10 miles northeast of Yorkville). Since its inception in 1916, WEDA has been locally owned and operated and has developed into a multi-faceted civil engineering consulting firm committed to providing clients with diverse, practical and innovative professional services in an efficient and cost-effective fashion. The firm is large enough to provide a broad range of professional services that encompass all aspects of a project (including the planning, design and construction phases), and yet is small enough to provide its clients with the personal attention they deserve. WEDA has excelled in the engineering profession by maintaining an open line of communication with its client during all phases of the project, as well as by responding to its clients' needs by providing them with innovative, efficient and cost-effective solutions using state of the art technology. Promoting one-on-one communication with our engineers and project managers allows WEDA to quickly respond and adapt to the ever changing needs of its clients. Other reasons for the firm's enduring success is our ambition in meeting project deadlines, keeping fees within pre-set budgets, and preparing plans and specifications explicitly detailed to minimize construction contract "extras". By maintaining stability and continuity over the years, WEDA has also earned a reputation for building long-term relationships with its clients. WEDA understands the benefits to the City of Yorkville of maintaining a long-term relationship with its engineering firm. Our clients have found that we are able to provide responsive answers to their needs because we fully understand the relationship of a particular situation and its impacts to the City as a whole. They find that they can trust our work to be in the City's best interests because our reputation and continued success depend on the City's satisfaction. As the relationship grows our knowledge of the community grows, enabling the City Staff to concentrate on their duties rather than "educating"their consultants. As an example of our commitment to building and maintaining long-term relationships, the following provides a sample of some of the governmental agencies for whom the firm has been successfully providing engineering services over the years: • Fox Metro Water Reclamation District (since 1928) • City of Aurora (since 1930) • Village of Glen Ellyn (since 1942) � . Walter E. Deuchler Associates, Inc. ' _ Consulting Engineers City of Yorkville Proposal for Geographic Information System • Village of Lisle (since 1966) • Yorkville-Bristol Sanitary District(since 1940) • Salt Creek Sanitary District (since 1938) WEDA's professional staff has the experience and knowledge to address engineering issues in a competent and professional manner with uncompromising attention to quality and detail. The firm presently employs more than 30 people, 12 of whom are registered professional engineers, 1 is a registered structural engineer, 2 are registered land surveyors and 2 are engineers-in-training. Our clients have realized the benefits of the stability and dedication of the staff, with the length of employment among our registered engineers averaging in excess of 22 years. Very few other consulting firms can honestly make this statement. This solid experience base is enhanced by the capabilities of our technical support staff which includes technicians, draftsmen, survey and administrative support personnel. Our continuing growth has enabled WEDA to increase its experience base through knowledge brought by staff from previous employment experience. WEDA's qualifications for providing engineering services to the City of Yorkville for the mapping of public infrastructure are exemplified in both our personnel and our approach to problem solving. The Project Team selected to oversee this project is fully familiar with the mapping of public utilities such as water and sewer systems and the creation of an accounting system such as GIS. Our team's knowledge ofthe fundamental theories of storm,sanitary and water systems provide a solid foundation to support our broad investigation and mapping capabilities. I Walter E. Deuchler Associates,Inc. v��1` � ` Consulting Engineers City of Yorkville Proposal for Geographic Information System 11 II. PROJECT UNDERSTANDING A. Background Municipalities with revenues of less than$10 million have the choice of either depreciating the municipal assets or adopt the Modified Approach. The modified approach as defined within the Government Accounting Standards Board Statement 34 (GASB 34) provides the impetus for accounting/recording methods that can, as a by-product, supply information to the administration and management of public owned assets. GASB 34 states in part, that the management system should: 1) Have an up-to-date inventory of eligible infrastructure assets. 2) Perform condition assessments of the infrastructure assets and summarize the results using a measurement scale. 3) Estimate the annual amount to maintain andreserve the eligible p g infrastructure assets at the condition level established and disclosed by the government. B. Project Approach The first step in gathering information to support the infrastructure reporting requirement of GASB 34 is to perform or update the existing asset inventory. The City of Yorkville does not have an asset inventory system in place at the present time and has requested Proposals from Consultants to establish such inventory. Since the inventory requires a large amount of knowledge about the infrastructure of the City,we believe that Walter E.Deuchler Associates,Inc. (WEDA) is very well placed to surpass any of the other consultants in its ability of gathering and presenting accurate information required by GASB 34. Currently, WEDA has an in-depth knowledge of the underground infrastructure systems of the City of Yorkville because of the following: A/p �� Walter E. Deuchler Associates,Inc. •� .� Consulting Engineers I City of Yorkville IProposal for Geographic Infoiniation System Ii) In the 1960's and 70's most of the sanitary sewers in the older portions of the City were designed by WEDA to accommodate conveyance of wastewater to the newly built Yorkville-Bristol Sanitary District IWastewater Treatment Plant. The record information consisting of size and type ofpipes, depth, length, location,manholes, and their ages has II been kept for many decades in our filing system and is available for our use for this project. I 2) The 1996 smoke testing, sewer televising, manhole inspection, and rainfall simulation tasks to investigate the effect of infiltration/inflow on the wastewater collection system provides WEDA with an IIenormous amount of information of the storm and sanitary sewer systems on a City-wide basis. 1 3) The 1998 design and construction phases of the proposed sewer rehabilitation work found in the 1996 investigation report, not only is I very useful for storm and sanitary sewers,but also provides significant amount of reliable data for the roadways such as width, existing curbs, type of pavement, sidewalk, street lights and others. I 4) The constant update of the YBSD's sewer base map to include new I developments, utilizing Kendall County's digital base map, is a great tool that can easily accommodate the City's need. Authorization from the YBSD will be required prior to utilizing their digital base map. I 5) The review by our staff of construction plans and permits of proposed subdivisions prepared by others on behalf of the YBSD and our IIfamiliarity with City and District standards, allows WEDA to have dependable in-house information of new improvements such as:water, IIsewers and roadway infrastructure. Since WEDA has already on file a significant amount of reliable information 1 that can be entered without field verification into the GIS AutoCAD Map software, our approach to the project would therefore proceed on the following time line: I f, 'ter'` ,� Walter E. Deuchler Associates,Inc. „44' `7-\ IIConsulting Engineers City of Yorkville Proposal for Geographic Information System 1) Data Collection. Research all WEDA's files and assess the elements missing for the mapping. Inquire from the City if these missing elements might be available from them. 2) InputMap Data into AutoCAD software which will include: a) Water main: Year; Project name; Location; ID Number; Diameter Length; Pipe Material; b) Sanitary Sewers: — Sewer Data: Year;Project Name;Location;ID Number; Diameter; Length; Material and Remarks. — Manhole Data: Year; Project Name; Location; ID Number; Inside Diameter; Material; Rim & Invert Elevations and Remarks. c) Storm Sewers: — Sewer Data: Year;Project Name;Location;ID Number; Diameter; Length; Material and Remarks. — Manhole Data: Year; Project Name; Location ID Number; Inside Diameter; Material; Rim & Invert Elevations and Remarks. d) Roadways: Street Name; Terminus Point; Number of Lanes; Maintaining Agency; Year; Project Name; ID Number; Pavement Width; Curb; Pavement Type; Pavement Structure; Sidewalk; Street Light and Remarks. 3) Supplement Office Data with field information survey that will need to be acquired to a level of accuracy sufficient for mapping purposes but not for design services. 4) Provide City with draft mapping and inventory listing of the utilities and infrastructures for the City's review and comments. V. Walter E.Deuchler Associates,Inc. Consulting Engineers r City of Yorkville Proposal for Geographic Information System 111 C. Estimated Man-Hours & Tentative Schedule We have included at the end of this Proposal a Task Estimation and Work Approach Form describing the proposed tasks to be performed as part of this work and identifying the efforts in hours of the primary work phases. Since this type of work is labor intensive and requires significant amount of review time by City personnel, we propose to stage the project over a two (2) year period. Therefore assuming that the City authorizes us to proceed by May 1, 2003 we anticipate completion of the work by May 1, 2005. In order to meet this completion deadline a close relationship with City personnel will be required. We will need assistance in the data collection that WEDA does not already have in its records such as: - CAD base map of the entire City infrastructure if different from the rCAD base map presently used by WEDA for YBSD needs. - CAD Mapping of the water system already completed by the City rincluding the GIS file. r — Any plans,reports,contracts,specifications of improvement needed to complete the work. r r r r r r Walter E.Deuchler Associates,Inc. „ rConsulting Engineers City of Yorkville Proposal for Geographic Information System III. RELEVANT EXPERIENCE The following provides a listing of the projects recently undertaken by Walter E. Deuchler Associates (WEDA),which are in the fields of utility mapping and accounting of infrastructure improvement. City of Aurora It took six (6)years for WEDA to put in place a sophisticated mapping of the City's entire sanitary and storm sewers and water distribution systems. This huge task was coordinated by John Frerich P.E of WEDA which led to all City Departments having a computerized mapping of its utilities and provided field utility locators with laptops utilizing the CADView software. The City has now approached WEDA to perform all electrical mapping of its utilities including street lighting, traffic signals, power poles and others. Fox Metro Water Reclamation District Concurrently with the mapping work being performed for the City of Aurora,WEDA 1 has in the last three years updated the sanitary sewer mapping system of the entire Fox Metro Water Reclamation District (FMWRD) for the District's use as a new member of the J.U.L.I.E. locate system on January 1, 2003. Village of Sugar Grove In 1996, WEDA completed the mapping of the Village of Sugar Grove's water and sewer systems,identifying ID numbers for sewer structures and providing the Village with a digital CAD mapping system of its underground utilities. 111 City of Yorkville Similar to the work done in Sugar Grove, WEDA completed in 1996 the CAD mapping of the sanitary sewer system only and identified manholes with ID numbers based on overland drainage basins. I Walter E. Deuchler Associates, Inc. ,tib`` Consulting Engineers City of Yorkville Proposal for Geographic Informmmation System IV. REFERENCES The following individuals can be contacted as references on the management of 111 Walter E. Deuchler Associates, Inc.: Mr. Thomas Muth Mr. Ralph Pfister District Manager Executive Director Fox Metro Water Reclamation District Yorkville-Bristol Sanitary 682 Rt. 31 District Oswego, IL 60543 P.O. Box 27 Tel: 630/892-4378 Yorkville, IL 60560 I Tel: 630/553-7657 Mr. Peter Haurykiewicz City Engineer Mr. John McGinnis City of Aurora City Engineer 44 E. Downer P1. City of Plano Aurora, IL 60506 Plano, IL 60545 Tel: 630/844-3620 Tel: 630/552-8007 Mr. Stephen Meyer Mr. Bill Kuzia Director of Sewer & Water Maintenance Manager City of Aurora Glenbard Wastewater Authority 649 S. River St. 21W551 Bemis Road Aurora, IL 60506 Glen Ellyn, IL 60137 111 Tel: 630/844-2800 Mr. John Donahue Supt. of Water & Sewer City of Geneva 1800 South Street Geneva, IL 60134 Tel: 630/232-1501 I I /00, Walter E.Deuchler Associates,Inc. �`� Consulting Engineers City of Yorkville Proposal for Geographic Infoiivation System V. PROJECT TEAM A thorough understanding ofthe work to be accomplished and the knowledge ofhow it will be managed is essential for the successful completion of this project. The following paragraphs identify the designation of key responsibilities for each member of the project team. The individuals identified below were selected based on their abilities,knowledge and proven experience in the investigation, design, construction and mapping phases of similar projects. Our staff of dedicated professionals and technicians will be available to the City as required to assist this core team to perform the work as identified herein. WEDA anticipates using no subconsultants for the tasks included in this project and intends to perform all aspects of the Scope of Services with in-house personnel. Philippe Moreau, P.E.,Principal in Charge As President of Walter E. Deuchler Associates, Inc., Mr. Moreau is responsible for the corporate organization and management of the firm. He will oversee the project to assure that the City of Yorkville's expectations are met in a complete and timely fashion. He will also assure that the City's interests are fully considered at critical points during the project development process. His obligations also include confirmation that the factors regarding decisive issues have been clearly communicated to the City for consideration. John W. Frerich, P.E.,Project Manager Mr. Frerich will be responsible for the overall supervision of the project. The assignment of appropriate personnel and resources necessary to perform the work are also part of his responsibilities. This will include: defining specific tasks, scheduling and coordinating personnel and resources, and evaluation of the quality and progress of the project. He will review alternatives and discuss their impacts with the City and make periodic adjustments to the project development tasks and resources as necessary. The timely completion of the various phases of the project and adherence to the overall project budget will be among his responsibilities. He has extensive experience with SSES studies in numerous local municipalities as well as construction experience with various sanitary sewer rehabilitation projects and storm sewer, sanitary sewer and water main construction. John has been the project manager for the mapping and inventory projects for the City of Aurora and Fox Metro Water Reclamation District. I I II I Walter E. Deuchler Associates,Inc. Consulting Engineers City of Yorkville Proposal for Geographic Information System U Calvin Wallis, Senior Technician Mr. Wallis will serve as the senior field technician performing the work. Mr. Wallis has over 15 years of experience in performing the various tasks for I&I studies, SSES investigations and sewer rehabilitation projects, building surveys and construction observation services for numerous local municipalities. He is trained and certified in confined space entry, 40 hour Hazmat and IDOT inspection requirements. I i i I I I i I i I I I Walter E. Deuchler Associates, Inc. Consulting Engineers City of Yorkville Proposal for Geographic Information System VI. TASK ESTIMATION AND WORK APPROACH FORM I I I I Walter E. Deuchler Associates, Inc. • Consulting Engineers , MI MI III MI III al MI Ell 1111 MI MI Ell NM MI MI IIIII CITY OF YORKVILLE GEOGRAPHIC INFORMATION SYSTEM TASK ESTIMATION AND WORK APPROACH FORM PROJECT TECHNICIAN DRAFTSMAN FIELD MANAGER CREW 1.0 DATA COLLECTION 1.1 Research WEDA's files and make copies of all pertinent 60 60 information regarding sewers and street data. 1.2 Provide City with listing of data missing in WEDA's file in 4 10 order to obtain copies of missing files, if available from the City. 1.3 Meet with City Engineer to review all data prior to data 4 4 entry. Page 1 1111 111 1111 NI NI NI NI 11111 1111 1111 NI Ell NI 1111 NI PROJECT TECHNICIAN DRAFTSMAN FIELD MANAGER CREW 2.0 INPUT DATA IN THE GIS SYSTEM 2.1 Adjust CAD base map drawings to match Kendall 10 45 County base map system 2.2 Watermains 2.2.1 Work has been completed by the City and no efforts are required by WEDA. e' 2.3 Sanitary Sewers: 2.3.1 Sewer data;year;project name;location;ID number; 8 40 130 diameter; length; material and remarks. 2.3.2 Manhole Data: year; project name; location; ID 8 40 130 number; inside diameter; material; rim and invert elevations and remarks. F=. Page 2 • • • ! • i • • I • • MI MI • • _ NI E MI PROJECT TECHNICIAN DRAFTSMAN FIELD MANAGER CREW 2.4 Storm Sewers: :,.,:'''''.::: 1 2.4.1 Sewer Data: year; project name; location; ID 16 60 175 number; diameter; length; material and remarks. 2.4.2 Manhole Data: year; project name; location; ID 16 60 175 number; inside diameter; material; rim and invert elevations and remarks. 2.5 Roadways: 2.5.1 Street name; termini point; number of lanes; 8 20 120 maintaining agency; year; project name; ID number; pavement width; curb; pavement type; pavement structure; sidewalk, street lights and remarks. 3.0 SUPPLEMENT MISSING INFORMATION WITH FIELD DATA 3.1 Sanitary Sewers & Manholes: Provide field services to 15 50 60 acquire missing office information. 3.2 Storm Sewers&Manholes:Provide field services to acquire 20 60 140 missing office information. 3.3 Roadways: Provide field services to acquire missing office 5 120 40 information. Page 3 III III NIII III MN NI IIINI all NI 1111 NI NI El PROJECT FIELD MANAGER TECHNICIAN DRAFTSMAN CREW 4.0 FIRST DRAFT 4.1 Prepare first draft mapping and document of data input 8 20 20 into GIS f£review by City(2 copies). 4.2 Make changes provided by City. 4 30 40 5.0 FINAL WOR 5.1 Provide City with final copy of GIS d ta(5 cop»@. 8 25 25 Page 4 NI 1111 SI III III IN III NI III NINI 11111 1111 11111 \ PROJECT 66CHNICIAN DRAFTSMAN FIELD MANAGER GREW 6.0 BASIC TRAINING /V- 6.1 Provide basic G} rmGde§63 266ngontheCit City's GIS sy#@5. 8 8 TOTAL HOURS 202 377 990 24 Page 5 City of Yorkville Proposal for Geographic Information System VII. RESUMES Philippe F. Moreau, P.E. Principal John W. Frerich P.E. Project Manager g Calvin J. Wallis Senior Technician I I Walter E. Deuchler Associates, Inc. Consulting Engineers I I I PHILIPPE F. MOREAUP.E. P.L.S. IIIEDA Walter E. Deuchler Associates, Inc. • 230 Woodlawn Avenue • Aurora, Illinois 60506 • (630) 897-4651 EDUCATION IMIDWEST COLLEGE OF ENGINEERING(ILLINOIS INSTITUTE OF TECHNOLOGY) Bachelor of Science Degree in Civil Engineering(1985) IMILITARY COLLEGE,VERSAILLES,FRANCE Civil Engineering(1974) IPROFESSIONAL REGISTRATION I P.E. - State of Illinois P.L.S. - State of Illinois P.E. State of Wisconsin P.L.S. - State of Wisconsin IPROFESSIONAL ORGANIZATIONS NSPE APWA AWWA ISPE CECI IEXPERIENCE I WALTER E. DEUCHLER ASSOCIATES,INC. 1978 to present I Mr. Moreau joined Walter E. Deuchler Associates, Inc. in the summer of 1978. Since that time he has been involved in a variety of projects, such as land and construction surveying, storm water drainage,sanitary and storm water systems,water supply and distribution,streets I and municipal improvements, infiltration and inflow studies, sewer system evaluation surveys, combined sewer overflow studies and grants, and river pollution abatement. IMr. Moreau is currently the consulting engineer and coordinator for the Combined Sewer Overflow System and Infiltration/Inflow Studies for the Fox Metro Water Reclamation District and the City of Aurora. In this capacity, Mr. Moreau has worked closely with Ivarious regulatory agencies in numerous compliance and permitting (NPDES, IEPA, etc.) issues. IAs President of WEDA, he is also responsible for the corporate organization and management of the firm. ICITY OF MONT-SAINT-AIGNAN,NORMANDY, FRANCE 1973 to 1978 IIMr. Moreau served as Assistant City Engineer. Page 1 of 1 I I JOHN W. FRERICHP.E. IIIEDA Walter E. Deuchler Associates, Inc. • 230 Woodlawn Avenue • Aurora, Illinois 60506 • (630) 897-4651 EDUCATION ROSE-HULMAN INSTITUTE OF TECHNOLOGY TERRE HAUTE, INDIANA Bachelor of Science Degree in Civil Engineering (1994) PROFESSIONAL REGISTRATION P.E. - State of Illinois PROFESSIONAL ORGANIZATIONS NSPE ISPE ASCE WEF ISPE DuKane Chapter Treasurer: 1996-98 EXPERIENCE WALTER E. DEUCHLER ASSOCIATES, INC. 1991 to present Mr. Frerich has been employed by Walter E. Deuchler Associates, Inc. since 1991 and has been primarily involved in the planning,design and construction of various civil engineering projects including: storm sewers, sanitary sewers, water mains, pumping stations, force mains and roadways. His responsibilities have included field investigations, surveying, I&I analysis and reports, SSES, computer modeling, preparation of plans and specifications, permit and easement acquisition, resident engineering, construction administration and project management. In the field of sanitary engineering, Mr. Frerich's experience includes: • Project Engineer/Project Manager for numerous SSES and I/I investigative studies and reports for the City of Aurora,City of Geneva,Village ofNorth Aurora,Village of Glen Ellyn, Village of Sugar Grove, City of Yorkville and Fox Metro Water Reclamation District. • Project Engineer/Project Manager for numerous sanitary sewer rehabilitation/replacement projects for the City of Aurora, City of Geneva, Village of Glen Ellyn, Village of Sugar Grove, City of Yorkville and Fox Metro Water Reclamation District. Page 1 of 2 I • Project Engineer during design phase and Project Manager during construction of the 2.0 MGD Stolp Island Lift Station(submersible pumps)and sanitary sewer crossing of the Fox River for the City of Aurora. • Project Engineer for the evaluation and conceptual design for the retrofit of the North Aurora Wastewater Pump Station (dry well/wet well - from 8.1 MGD to 20.2 MGD rated capacity and 14.4 MGD to 30.6 MGD peak capacity) for the Fox Metro WRD. • Project Engineer/Project Manager during both the design and construction phases for the installation of a 36-inch ductile iron force main as part of the upgrade of the North Aurora Wastewater Pump Station. • Project Engineer for the evaluation,conceptual design and implementation of a SCADA system for the remote pump station locations of the wastewater collection system for the Fox Metro Water Reclamation District. • Project Engineer for the evaluation and conceptual design for the replacement of the I Memory Court Wastewater Lift Station (dry well/wet well - 100 gpm) and the Park Boulevard Wastewater Lift Station (dry well/wet well - 400 gpm) for the Village of Glen Ellyn. • Project Engineer for the evaluation and conceptual design for the retrofit of the Reckinger Road Wastewater Pump Station(dry well/wet well -from 6.4 MGD to 22.0 MGD rated capacity and 11.7 MGD to 22.0 MGD peak capacity) for the Fox Metro WRD. • Project Manager responsible for the coordination of smoke testing and sewer evaluation field crews (approx. 6 to 7 personnel). Also oversees the coordination of all flow monitoring projects,maintenance of flow metering equipment(approx. 35 flow meters, 4 rain gages and 2 pumps station analyzers), software and purchases. I I I Page 2 of 2 i CALVIN J. WALLIS WEDA Walter E. Deuchler Associates, Inc. • 230 Woodlawn Avenue • Aurora, Illinois 60506 • (630) 897-4651 EDUCATION JOLIET JUNIOR COLLEGE Mechanical Production Technology (1985) EXPERIENCE WALTER E. DEUCHLER ASSOCIATES, INC. 1987 to present Mr. Wallis, prior to joining Walter E. Deuchler Associates, Inc. in 1987, worked for Cybernet Systems Management, Inc., and was responsible for creating plant layouts and electrical schematics into the Computer Aided Drafting System(CAD). While working full time he served as a part-time instructor on the use of Micro-based computer stations, CAD software including AUTOCAD, MAE-DOS, VesaCAD and others at the Joliet Junior College. Since joining the firm, he has served first as a member of the survey crew. Mr. Wallis has been responsible since 1988 in the calibration, installation and maintenance of the Marsh McBirney flow monitoring devices and computerized rain gages, as well as in the flow analysis of the collected data. Mr. Wallis has extensive experience in all facets of sanitary sewer evaluation studies (SSES) and infiltration and inflow (I&I) studies. His responsibilities have included: smoke testing,manhole inspection, sewer televising review, dye water testing, building surveys and flow monitoring. Mr. Wallis has performed various resident engineering services for the City of Aurora, City of Yorkville,City of Geneva,Fox Metro Water Reclamation District,Village of Sugar Grove and others such as sanitary sewer rehabilitation projects, storm sewer projects, water main projects, street reconstruction, street resurfacing, street lighting and others. i I I Page 1 of 1 1 Proposal For 1 I Consulting Engineering En ineerin Services tv‘EST for 1 (41 O - a Geographic Information System (GIS) ' United City of Yorkville Kendall County, IL March 2003 ' Engineering Enterprises, Inc. Sugar Grove, Illinois ' Table of Contents Cover Letter t Section 1 Executive Summary 1 Section 2 Project Approach ' Section 3 Project Schedule ' Section 4 Resource Allocation Section 5 Project Team Section 6 Related Experience ' Section 7 Project Locations 1 1 Section 8 Appendices Engineering Enterprises, Inc. Consulting Engineers Sugar Grove.IL I •11119)! 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 I FAX: 630/466-9380 www.eeiweb.com Englnssring I Entsrprlsss. March 7, 2003 Inc_ I Mr. Joseph Wywrot, P.E. City Engineer United City of Yorkville I 800 Game Farm Road Yorkville, IL 60560 I Re: Proposal for Consulting Engineering Services for Geographic Information System (GIS) for United City of Yorkville, Kendall County, IL IDear Joe: I Thank you for considering Engineering Enterprises, Inc. to assist you in creating a legacy Geographic Information System (GIS) for the United City of Yorkville. We have mapped the natural environment and constructed infrastructure for our municipal clients for approximately I29 years. EEI promptly adopted the technology of GIS when it became available several years ago I because we recognized its importance as a tool for more efficiently producing and maintaining municipal mapping systems and the attendant information. I We applaud the decision of the United City of Yorkville to implement GIS to efficiently manage existing and future infrastructure improvements. We are confident that the enclosed information will serve as a strong indicator of our interest in performing this important project Ifor the City and our qualifications to do so. Respectfully submitted, IENGINEERING ENTERPRISES, INC. James K. Michels, P.E. ' President JKM/arf IEnclosure I Consulting Engin•ars Spseialising in Civil Enginsaring and Land Survaying I Executive Summary This Proposal/Statement of Qualifications demonstrates that the firm of Engineering Enterprises, Inc. (EEI), Sugar Grove, Illinois has the knowledge, experience, dedication, project team and other resources to serve the consulting engineering needs of the United City of Yorkville in a responsive, professional and cost-effective manner. ' This Statement is organized into seven main sections which are described as follows: Project Approach — EEI will provide Geographic Information System (GIS) direction and assistance in ' developing an informational utilities database that the City can use to extract maps and generate basic reports. The database will also be available for query based on several of the attributes obtained from data conversion and input. The end product will allow the City to better manage their public works infrastructure inventory while providing the foundation for other departments to build upon. Included in ' this submission are materials to further communicate our methods of operation. We hope to communicate freely with the City to ensure the system properly fits the needs of its users. ' Project Schedule — EEI is prepared to provide the necessary resources to meet and exceed the United City of Yorkville's expectations. We have developed the required work items and created a potential project schedule. ' Resource Allocation — Using our knowledge of modern mapping software and significant experience in municipal mapping projects, we will produce an effective GIS for the City. We have prepared a list of proposed work items and have estimated the man-hours for each item. This will not detract from ' other work that we are performing for the City because it will not require our engineering resources. Project Team — Although our office maintains an extensive staff of civil engineers, surveyors, hydrologists, water and wastewater treatment specialists and technicians, we also house an extensive mapping department that aids in generating information and maps. Our current specialists have many years of experience in AutoCAD, Microstation, and ESRI GIS mapping products. Complete lists of the ' projected personnel that may be dedicated to this project are provided along with background experience. Related Experience — EEI has been providing mapping services for municipalities throughout its 29 ' year history. EEI has incorporated GIS technology on several municipal mapping projects due to its versatility and analysis capabilities. In this section, we have included project sheets, descriptions and information on projects that have incorporated GIS and Mapping technology. ' Project Locations — EEI represents numerous Cities and Villages as Municipal Engineers. In addition we have provided mapping and GIS services to several of these clients. We have included a ' map depicting the municipal clients for whom we have provided these services. Appendices — The following items are included in the Appendices; 1.) the Request for Proposal ' (RFP); 2.) the Summary of Statement No. 34 from the Governmental Accounting Standards Board; 3.) Specification Sheets for Autodesk Products and; 4.) a Glossary of terms. We at Engineering Enterprises, Inc. feel we are the right consulting engineering ' firm for the job. We thank you for the opportunity to submit this statement of qualification. Engineering Enterprises, Inc. +.n_ Consulting Engineers ' Sugar Grove.IL I IStatement of Qualifications Summary I41 Engineering Enterprises, Inc. (EEI) is an established consulting engineering firm, providing civil engineering and land surveying services to both public and private sector clients in northern Illinois. I Englnaaring Entarpriaas. I Inc. Since its founding in 1974, EEI has developed extensive experience and expertise in many areas of I Principals &Key Personnel consulting engineering services. Some of the services that are provided include the planning, analysis, and James K. Michels, P.E. design of wastewater and water works systems, President floodplain and stormwater management, drainage I Peter G. Wailers, P.E. systems, transportation systems, plan review, Senior Vice President construction observation, subdivision and site design services. The company has provided planning, design I David R. Burroughs, P.E. Vice President and construction services for these and other areas of practice within more than 50 municipalities for more Ronald G. Naylor, P.E. than 28 years. i Senior Project Manager John T. Whitehouse, P.E., P.L.S. EEI is pre-qualified in accordance with the standards Senior Project Manager I and requirements of the Illinois Department of Bradley P. Sanderson, P.E. Transportation and the Illinois Capital Development Project Manager Board. EEI's personnel are most qualified and eligible to perform civil engineering and land surveying I Jeffrey W. Freeman, P.E. Project Manager services for transportation and facilities construction and rehabilitation projects. In addition, EEI has nine review specialists certified under the Kane County I Staff Stormwater Ordinance which allows EEI to review EEI's staff of 47* includes Civil plans for our clients in Kane County. Engineers (20), Land Surveyors I (3), CAD Technicians (6), Field Technicians (11) & Administrative EEI is committed to quality, service and value. We (8)personnel. utilize state-of-the-art technology for production and I *1 Employee has dual licensure revision of reports, exhibits, plans, presentations, plats and maps. Locations I 52 Wheeler Road Sugar Grove, IL 60554 EEI takes pride in developing innovative, cost-effective 630/466-9350—tel solutions to the complex projects of their clients. With 630/466-9380—fax total annual project values exceeding $50,000,000, EEI I 310 N. River Street ranks as the second largest engineering firm in Kane East Dundee, IL 60118 County.* 847/428-2929—tel I847/428-2961 —fax *As reported in the Kane County Business Journal ivww.cc web.corn mai7box@eeiweb.com 1Engineering Enterprises,Inc. Consulting Engineers Sugar Grove.IL I 1 Project Approach I INTRODUCTION IThe foundation of the modern world is its infrastructure: the collection of roadways, pipelines, and structures that enable the movement of transportation, water, and wastes. The complexity of I such an infrastructure can cause problems for even the most efficient engineering and public works departments. Rapid population growth and its infrastructure needs can quickly cause public works departments to lose track of information, records and constructed improvements. In I an attempt to minimize paperwork and to better manage public utilities, municipalities are beginning to favor computer documentation and electronic mapping. I One of the better and more commonly utilized public utility management tools is a Geographic Information System (GIS). A GIS is a computer based technology, using computer software and hardware designed to input, manage, manipulate, analyze, and display geographically referenced digital data. GIS can bring enormous benefits because of its ability to handle spatial data in ways Ithat are precise, rapid, and sophisticated. The database of a GIS model ties directly into the data it represents, so a change made to the database can be quickly viewed on the associated electronic map. The database of a GIS is dynamically linked to their electronic image, editing of I the image makes changes to the associated database. In the same manner the database can be used as a spreadsheet and any number of calculations can be performed and displayed. I The United City of Yorkville expects to see a considerable increase in its population over the next ten years. Several large developments are underway and more are planned in the near future. The size of the public infrastructure could easily double within several years. One of the toughest I challenges for the United City of Yorkville will be managing its public roads and utilities. A GIS database of City roads and utilities can be developed as the infrastructure is constructed, and once online data from new developments can be integrated into the model as it becomes I available. GIS can assist the City in anticipating depreciation of roadway, utilities, and other infrastructure, allowing funding needs to be adjusted accordingly. Traffic studies and monitoring of high accident areas with GIS will assist planning to avoid future problems. By gaining control of their current infrastructure now, the United City of Yorkville will be in a much better position to Ihandle the impending increase in development that will soon be underway. Annual reports for state and local governments will soon be required to meet the Governmental I Accounting Standards Board Statement No. 34 (GASB 34). This will require the United City of Yorkville to report information about their most important funds, including public utilities. Water, sanitary and storm sewer, as well as local city roads will be major items to account for in I assessing the value of a local infrastructure. Using a GIS database will aid the City to comply with GASB 34 and will streamline the accounting procedures as well as improve upon future planning efforts within the United City of Yorkville. IEEI is submitting this proposal in an effort to assist the employees and elected public officials of the United City of Yorkville in developing a Geographical Information System, which will increase their effectiveness and efficiency in the management and planning of their infrastructure needs. I Engineering Enterprises,Inc. i. ,' Consulting Engineers I Sugar Grove,IL Project Approach (Cont.) PROJECT APPROACH Using parcel data and linework obtained from the City and Kendall County as a base map, Engineering Enterprises, Inc. (EEI) will generate a working GIS database containing the necessary information and structure of the United City of Yorkville public works system (Sanitary Sewer, Watermain, Storm Sewer and Roads. While working with several Yorkville data sets, we have noticed discrepancies in the various maps. Therefore if we start with a base map generated ' from a common known source, i.e. Kendall County, we can amend incoming data sets to match it. Along with the public works system, EEI will implement any other infrastructure items (parks, etc.) needed to meet the Governmental Accounting Standards Board (GASB) No. 34 requirements in an updateable GIS database. Exhibit A, entitled "Project Approach Flow Chart" presents a graphic of our proposed Project ' Approach. We plan to start the project with a meeting with City officials to discuss the foundation of the project and general objectives. At this time we will discuss the expected benefits and the basic fundamentals of a GIS database. With a project of this scope, it will be necessary to work in close cooperation with the United City of Yorkville and related engineering and public works employees to verify any unforeseen needs and any areas that may require immediate attention (roads vs. wastewater for example). At this time we will also ask for suggestions to incorporate into the database. Archived data and on-going collection of information from the Engineering and ' Public Works Department will be necessary to generate the final GIS database. After the initial meeting, project team members will hold a meeting to determine what electronic ' information is directly available and what information will need to be requested from outside sources. The majority of the required information is likely to be available from these two resources, but EEI is prepared to collect or generate data and information whenever necessary through Global Positioning System (GPS) or digitizing plans that were previously prepared for the City or for developers. Some additional field investigation may also be necessary to complete the inventory. The project team will then seek out the data sources and acquire the information ' needed to properly generate a working GIS for the United City of Yorkville. Once the data is in place, a period of intensive data management will begin to allow the City to create intelligent, informative maps in-house. One of the more lengthy processes will be the cleaning of geographic data received from other sources. Geographic data arriving from various sources often comes in many different sizes and formats. Much of this data will arrive with unnecessary attributes and formats that need to be converted to be utilized in a GIS data set. ' Erroneous and inaccurate information will also be eliminated at this time to account for any recent changes to the land use. Once properly edited, the data can be combined or compiled with existing datasets to build a series of useful utility maps that can be used for analysis. ' Concurrent with the cleaning and compiling of data will be the constant process of building the geographic database that will hold the attributes of the visible map. For public utilities such as ' watermain, attributes may include, but are not limited to the length, type, size, date of installation, and maintenance dates of the installed pipe. Similar attributes can be coded for any number of public utilities, roadways, and other public facilities. Once the information is in place and properly established, preliminary analysis can be performed as desired. Manual geographical analysis Engineering Enterprises,Inc. Consulting Engineers Sugar Grove.IL Project Approach (Cont,) may not be practical when multiple "what if' scenarios are needed. After databases are ' developed, planning options can be processed electronically many times with considerably less effort. ' After the input of the FY 03-04 data is initiated, we can begin to complete the process for the remaining infrastructure for the entire City. This can be done using a combination of existing information and field verification. A certain amount of digital information will be coming from ' trusted sources and should therefore be considered valid. For digital information of unknown origin, street widths could be measured to establish pavement width or pipe diameter checked by technicians. A certain amount of paper maps may have to be translated into digital form to get the database current. ' Where collection of missing information or validation of existing information is required, Engineering Enterprises, Inc. is prepared to deploy our Surveying Department to obtain the ' needed information. EEI has an extensive surveying department and the most modern GPS data collection equipment available. Our ability to provide accurate and timely surveying can be useful in the field checking and location of storm sewer manholes and related structures. Our location to ' the United City of Yorkville will also be useful in cutting down travel costs associated with necessary field checks. An excellent example of GPS data being utilized in a GIS setting can be seen in EEI's Hydraulic & Hydrologic (H&H) Study of Rob Roy Creek for the United City of ' Yorkville. The cross sectional information was located using GPS technology and imported into a GIS for further display and analysis. Please see the Appendix for further details regarding this study. With the above information edited and corrected, the preliminary GIS database can act as a preliminary data model. The design of the database will be organized in a manner that can be adjusted on changing economic and environmental conditions. At this time it also will be ' necessary to meet with the appropriate city officials to gather input on how the system can be customized. Additions and omissions should be considered at this time before the generation of the final GIS system. ' Once final improvements have been input into the database, the system can be used to extract useful information. Using some of the built in tools of the GIS software, a customized analysis ' can be performed on City infrastructure based on the needs of the United City of Yorkville. The type of analysis can be changed as many times as desired as the data model progresses. Using available historical data as a guide, the output generated by the GIS model will be validated. This ' is to ensure that the GIS model is functional as well as to ensure that the estimates are realistic and representative of the area. The databases of the GIS model can then be used to produce estimates with a high degree of certainty. Using the built in power of the GIS software, a series of reports and maps can be created to help visualize and demonstrate potential future scenarios simply by making minor adjustments to individual database queries. EEI will generate the initial set of reports and associated maps in an effort to demonstrate the capability and usefulness of the system if desired. ' Like many other municipalities, the United City of Yorkville will be required to comply with GASB 34 standards as of FY 03-04. This is necessary for users of government financial reports to Engineering Enterprises, Inc. Consulting Engineers Sugar Grove.1L I Project Approach (Cont.) I better understand the management, holdings and fiscal health of local governments. The ' database capabilities of many GIS programs will allow for the storage of infrastructure information and act as a visual aid in the inventory procedure. GIS databases can be handled much like a spreadsheet in many aspects and can sort records in a way that will be useful in report writing and map generation. The system will allow the City to assign a value to its infrastructure and to work to preserve it through better management. As part of the contract, EEI will work with the City representatives (Administration, Finance Department, City Accounting, and Engineering) to develop a procedure for the GASB 34 reporting. EEI will initiate this work item by setting up and ' facilitating a meeting with all interested parties. At this meeting, the goals of the GASB 34 reporting and a general discussion of the end product will be discussed. Next, EEI will utilize the tools within the GIS system, and additional commonly used software (i.e. spreadsheets or word processing software), if needed, to develop a customized report for the United City of Yorkville. After a short period of evaluation, EEI will integrate the GIS system and associated Public Works database into the United City of Yorkville's computer network. This will require some evaluation of the available resources between EEI and the United City of Yorkville. The design of the system will allow for the City to update the database as needed, but maintenance of the spatial data will ' be required on a routine or periodic basis. If desired, EEI will provide such maintenance as needed under a separate maintenance contract. This will ensure that the GIS model runs effectively and is kept up to date. As the Cityhas identified, The United Cityof Yorkville will also be required to comply with Phase II of the Illinois Environmental Protection Agency (IEPA) stormwater requirements beginning June ' 2004. Phase II of the National Pollution Discharge Elimination System (NPDES) will require that the United City of Yorkville map and inventory their storm sewer system, identify discharge locations, and submit an annual report to the IEPA. The addition of this system will allow City ' personnel to monitor discharge locations and Best Management Practices (BMP's). The GIS system can also be utilized to monitor stormwater permitting within individual developments as construction activity occurs. The inventory will also allow for the further assessment of the value of the entire stormwater system for GASB 34 compliance. It is important to realize that although the AutoCAD Map software can be utilized to maintain and ' map the infrastructure of the United City of Yorkville, it can also be used to perform work with other departments and provide information to the Engineering Department as well. As the City expands the GIS to incorporate new information and tasks, EEI can provide useful guidance for ' building onto the existing system, adding departments, and additional sources of data. Future work may include working with digital orthophotography, dFIRM data, soils coverages, and other information necessary to perform in-house permitting, zoning and land-use planning. EEI has experience working with data from local, county, state, and federal government agencies as well as private consultants and businesses. SYSTEM DETAILS The United Cityof Yorkville has expressed an interest in usingAutoCAD Mapsoftware. This will P ' allow us to directly integrate the City's and our existing AutoCAD data layers. The software has Engineering Enterprises,Inc. Consulting Engineers Sugar Grove,IL Project Approach (Cont.) many data management tools included in the core program and can directly be used to ' incorporate data from other GIS platforms. AutoCAD Map specializes in map generation, but maintains useful database querying and editing tools. It can be very useful to users of moderate GIS experience, but maintain a working knowledge of AutoCAD. The required training for an ' AutoCAD user to become acquainted with AutoCAD Map is typically a two day course. EEI currently maintains AutoCAD Map and has been using AutoCAD to work in various municipal ' projects for the construction and maintenance of GIS infrastructure databases. EEI will take the incoming FY 03-04 data and transfer the drawings into a useable database format to be later maintained and used by the City. Once the initial databases are constructed, data can be added as it becomes available to the City. The data can be queried and used to make any series of ' maps. The software can also be used to incorporate any number of outside data sources from aerial photography to soils information. Using the Rapid Integration Tool (RIT) software from a third party vendor, the City would also be able to generate additional reports from the public ' utilities database. There are four (4) related products that could be used. Specifications sheets on these products are included in Appendix C. ' While the above layers and databases will provide the foundation that is necessary to for the Public Works Department to get started, we will design the system to be expandable. As data sharing becomes needed by other departments, an intranet/internet mapping system would allow administration of the data by the City while providing other users read only access. This will allow ' all employees to access data, but will allow only knowledgeable personnel to manipulate the data. The ability to share data between departments will become more important as development continues. While the establishment of an intranet system is not part of this contract it is important ' to keep this option in mind when setting the system up. The initial system would be designed to operate in AutoCAD Map and therefore those wishing to access the data would require the necessary training to utilize AutoCAD Map. This will act as the core system for data entry and editing until there is a need or desire to expand. Autodesk has created a software program called AutoCAD Guide to take this information and display it on a ' common platform for those who desire read only or limited access needs. AutoCAD Guide would allow the United City of Yorkville to share and common database while setting certain levels of restriction to users. The intranet system likely would be set up for City personnel only. The ' system would require one technician to set up access restrictions to various departments in City Hall and update the system as needed. Those with limited access would still be able to run queries that are specific to their needs and wants. Basic information and reporting capabilities ' would also be enabled for any and all users. The benefit of this system is that one copy of the software allows for access by an unlimited amount of users. This would allow the United City of Yorkville to more efficiently communicate on a departmental basis using one system. ' While the United City of Yorkville has expressed an interest in remaining with AutoCAD software for GIS database creation, EEI also maintains a working knowledge of the full suite of Environmental Systems Research Institute (ESRI) software packages. This is noteworthy given ' the fact that some data may be better accessible through other GIS software. In addition, if for any reason the City chooses to go a different direction, EEI has the capability and experience to adjust. Engineering Enterprises,Inc. .+. . Consulting Engineers 1 Sugar Grove.IL Project Approach (Cont.) Engineering Enterprises, Inc. is excited about the upcoming development that is planned in the ' greater Yorkville area. As a result of this growth, the City and EEI have developed a partnership in the review of engineering plans and EEI provides consultation regarding those developments. Upon receiving construction plans in our current mode of operation, EEI scans these plans for ' storage. These images can be utilized in the system as a backdrop or a linked image to the site(s) for further reference. EEI could also incorporate electronic Microstation, AutoCAD, or GIS files from other developers for developments that we are reviewing. This expense could then be ' built into the cost used for consulting and later billed to the developer, therefore reducing further cost to the United City of Yorkville. CONCLUSION The benefits of GIS for the United City of Yorkville are substantial and this is a progressive policy ' decision to incorporate this new technology into the City's information system. A properly implemented Geographic Information System (GIS) will help maintain current resources and assist in the management of future resources. Building the system now will minimize start-up costs in database generation and assist in GASB 34 compliance. With such a system in place the United City of Yorkville will be prepared to manage the large influx of infrastructure improvements due to arrive in the upcoming years. ' There are several ways to build a GIS that can be used by a municipality like the United City of Yorkville. It is important to consider the needs of the users as well as the initial cost of buying, building and maintaining such a system. Using experience gained from working with Kane ' County, a similar intranet system could be devised to get public infrastructure inventoried and into a workable system. As needs grow the GIS can be scaled to allow for greater versatility and accessibility. The United City of Yorkville will also maintain the first working GIS in the County, ' allowing them to put the system in place before development arrives. We at EEI are prepared to undertake the task of coordinating, designing, and installing the ' appropriate GIS for the United City of Yorkville for the individuals and future management of the Public Works System and any other City departments as needs require. EEI has been using AutoCAD extensively since 1985, and has the necessary GIS knowledge to see the work through. We would also like to schedule periodic progress meetings to ensure that work is progressing to the liking of the City. We have the materials, knowledge, and manpower to complete such a task in a way that meets or exceeds the needs and expectations of the United City of Yorkville and look forward to this opportunity. 1 t Engineering Enterprises,Inc. Consulting Engineers Sugar Grove,IL I EXHIBIT A: Project Approach Flow Chart I United City of Yorkville, Kendall County, IL IProject Initiation Meetings • Discuss Project Goals and Scope of Study(EEI) I \ Discuss Project with United City of Yorkville J I Gather Data and Necessary Information I • County • Consultants • United City of Yorkville I r. Clean and Compile Digital Data I •• Remove Erroneous Data Edit Unnecessary Data • Compile Yorkville Data ` J Build Geographic Database I • Incorporate Municipal Requirements • Streamline Databases Perform Field Work & incorporate Data • GPS Desired Utilities • Obtain Yorkville Infrastructure • Field Verify Desired Utilities • Input Information I \ Information and Incorporate J \._ / I I Insert GASB 34 Information I • Incorporate GASB34 Standards as Necessary and Required • Review with City as needed I r I Build Working GIS System I . Validate Numbers/Calculations • Compare to Historical Data J I I r Set-Up and Installation • Prepare Initial Reports • Provide Instruction I • Provide Database Maintenance E I = = - - I ! M - - NM M MI M E M PROJECT SCHEDULE GIS DATABASE DEVELOPEMENT OF PUBLIC UTILITIES United City of Yorkville, Kendall Co., IL 2003 MAR APR MAY JUN JUL AUG SEP OCT NOV Work Item 100 Project Initiation Meeting 200 Project Initiation Meeting W/City of Yorkville . 300 Data Gathering/Collection _ 400 Coordinate Various GIS Data Sets t. 500 Clean and Compile Digital Information -- 600 600 Build Geographic Database i 700 Develop and Incorporate GASB 34 Standards 800 Review Database 900 Setup and Initial Instruction _ LEGEND STUDY WORK .41.11 REVIEW AND MEETINGS W/CITY OF YORKVILLE EngaInccring Enterprises. Inc. Resource Allocation Engineering Enterprises, Inc. (EEI) will utilize the best resources within our company to provide the United City of Yorkville with a GIS solution to manage its growing needs. Using our staff GIS, mapping, and IT specialists, we can structure a system that will be resourceful, effective, and unique to the City's needs. We feel that once the GIS is in place and fully operational it can act as a long term, cost effective tool for managing utilities and land planning. Table No. 1, entitled "Resource Allocation Summary" provides a summary of our ' proposed consulting engineering man-hours. Table No. 1A, entitled "Estimate of Level of Effort" provides the detailed inventory for each of the work items. Please note we have provided two estimated man-hour totals. Due to the fact that there may be considerable ' field work associated with the detailed storm sewer system inventory (i.e. pipe inverts, manhole sizes, and material), we have provided the man-hours for this task as a separate value. As part of our base scope of work we will locate each of the storm structures that ' require field location and develop the storm sewer map. While we are more than happy to provide the detailed storm system inventory, if the City would like to reduce the cost of the project and has the ability to utilize existing or part-time (i.e. summer interns) to compile this information, we are more than happy to work with City in this effort, as well. ' TABLE NO. 1: RESOURCE ALLOCATION SUMMARY GIS Technology Implementation United City of Yorkville, Kendall Co., IL ' Task Estimated Man-hour Summary Build GIS System of Public Infrastructure ' 780 Gather, Clean and Compile Necessary Digital Data Build Geographic Database for the United City of Yorkville Develop and Incorporate GASB 34 Standards Installation and Instruction on Database Maintenance ' Storm Sewer Detailed Information 380 Collection of Detailed Field Data Incorporate Field Data into Database ' Engineering Enterprises,Inc. Consulting Engineers Sugar Grove,IL IIIIII M MO 1 IIIII M M E IIIIII M M M M IIIIII NM IIIIII M M I TABLE NO. 1A ENGINEERING ENTERPRISES, INC. ESTIMATE OF LEVEL OF EFFORT DATE: 3/7/2003 CONSULTING ENGINEERS CONSULTING ENGINEERING SERVICES EST. BY: BRV SUGAR GROVE, IL. PROJECT: UNITED CITY OF YORKVILLE GIS IMPLEMENTATION FIELD FIELD TASK TASK PROJECT GIS SENIOR TECHNICIAN TECHNICIAN HOUR MANAGER SPECIALIST TECHNICIAN IT MANAGER (GPS) (NON-GPS) SUMMARY BASE PROPOSAL Meetings/General 20 20, 20 10 70 Data Gathering/Collection 30 20 50 Database Generation 80 40 120 Cleaning of Miscellaneous Data 30 60 90 Coordinate Data Sets 40 20 60 Build GIS Data Sets 1 25 5 31 Review Data Sets 5 20 5 5 35 Develop GASB 34 Standards 10 40 50 Collection of Field Data 80 120 200 Misc. Correspondence 5 5 2 12 Setup and Instruction 2 50 10 62 SUBTOTAL MAN-HOURS: 43 340 170 27 80 120 780 STORM SEWER DETAILED INFO. Collection of Field Data 150 150 300 Incorporate Field Data Into Database 80 80 SUBTOTAL MAN-HOURS: 80 150 150 380 MAN-HOUR TOTAL: 43 420 170 27 230 270 1160. G:\PUBLIC\Yorkville\2002\YO0218 GIS Database Generation\proposal\[TABLE1A.xls]Hours SII INN 11111 EN Ell 111111 NM MIN - INN PROJECT TEAM UNITED CITY OFENGINEERING ;M YORKVILLE ENTERPRISES, INC. ..1 Jim Michels, P.E. President Peter Wallers, P.E., C.F.M. r. Principal in Charge " ud` iv Jeff Freeman, P.E. LAND SURVEYING Project Manager Itta -_- SUPPORT voAlvg i John Whitehouse, P.E., P.L.S. 7 Brian Valleskey CAD SUPPORT Senior Project ManagerA GIS Specialist ,fi _ Scott Swanson • i CAD Manager Michele Daly, E.I. m Land Surveying Staff ,Project Engineer • co Dan Breisch CD E. Project Technician (CAD) &' Technical Staff CD V . � . mom -° CD p N CAD Staff 0. � O = y � N P CD I James K. Michels, P.E. ITitle President/Principal Engineer I Experience As President of the firm, Jim ensures that the highest quality of work is performed to meet the requirements of the client in a timely, cost effective manner. I Throughout his 40 year career, Jim has been responsible for the use of state- of-the-art technology to retrieve, produce, store, analyze and reproduce information on the physical environment and constructed infrastructure of public and private sector clients in approximately 30 states, but primarily Inorthern Illinois. One of the early applications of mapping and database manipulation was for I determining runoff for stormwater management and soil erosion and sedimentation control. As reported elsewhere, Jim provided leadership on a statewide basis as Chair of the publication "Procedures and Standards for Soil Erosion and Sedimentation Control in Illinois". In writing this publication, I Jim recommended the Soil Cover/Complex Method of the US Department of Agriculture(USDA)/Soil Conservation Service(SCS) which was used (TR-55 and TR-20) and relied on mapping of soils and slope data for entire watersheds. 1 IEducation: Another early application of mapping and database manipulation was for Master of Science, mapping large sanitary sewer systems for Infiltration/Inflow (I/I) Analysis and I Civil Engineering University of Oklahoma Sewer System Evaluation Surveys (SSES) as part of the federal and state funding under the "Clean Water Act". Jim was responsible for the design of Bachelor of Science, the mapping system used for all of the Aurora Sanitary District including North Civil Engineering Aurora, Aurora, Montgomery and Boulder Hill. This procedure was then used I Marquette University for other municipal clients throughout northern Illinois. P.E.Licensure: Engineering Enterprises, Inc. was an early proponent of Computer Aided Drafting (CAD) and a leader in the application of CAD technology to the civil IllinoisI engineering and land surveying field. The AutoCAD software program was a Oklahoma chosen in 1987 and has been used ever since as the main software system at Wisconsin E E I. I Professional Associations: Representative project experience includes: DuKane Chapter,Illinois Society of Professional Engineers-Past President Design of base mapping and data acquisition for Infiltration/Inflow (I/I) I American Society of Civil Engineers-Life Member Analysis and/or Sewer System Evaluation Surveys (SSES) at several American Public Works Assoc. communities, including: Village of Elburn, 1975; No. Aurora, Aurora, American Water Works Montgomery and Boulder Hill as part of the Aurora Sewer System Assoc.-Life Member I Illinois Groundwater Assoc.,Charter Evaluation Surveyconducted bythe Aurora SanitaryDistrict in 1976; Member-Past President Village of Hampshire 1990; Village of Hinckley, 1992; Village of Oswego, National Society of 1998; and Village of Newark, 2001. Professional Engineers U.S.Public Health Service Reserve Corps I Officer • Design of base mapping and data acquisition for water distribution USDA/NRCS-Blackberry Creek Watershed system modeling and Atlas Mapping for operation, maintenance and Resource Planning Committee,Chair USDA/SCS-ProceduresandStandards inventory of water distribution systems at several communities, for SE 8,SC in Illinois,Chair including: Village of Elburn, 1975; Village of Maple Park, 1983; United I District of Powers Lake,WI-Chair City of Yorkville, 1985; Village of Hampshire 1988; Village of Hinckley, 1989; Village of Oswego, 1998; and Village of Sugar Grove, 1996. I Peter G. Wailers, P.E,, C.F.M. Title Senior Vice President I Experience As a Senior Vice President Peter has planned, design and overseen construction of institutional, industrial, commercial, residential and municipal projects. Peter has a strong knowledge of water works and wastewater systems, hydrology and hydraulics, stormwater management and the current requirements of regulatory I agencies, such as IEPA, IDOT, FEMA, the U.S. Army Corp of Engineers (COE), local counties and municipalities. As a consultant to several Illinois communities, Peter has represented the interests of the municipality with expertise, responsiveness and practicality. IRepresentative project experience includes: • Fiscal Year 1993 Flood Insurance Study for Lucas Ditch and Lucas Ditch I Cutoff—Palos Hills, Cook Cty., Illinois Performed field surveys, modeled 2.98 and 2.32 square mile urban watersheds using HEC-1, and performed HEC-2 analyses to determine floodplain and floodway limits for Lucas Ditch and Lucas Ditch Cutoff. I Develop 10, 100, and 500 year flows, and profiles. Prepared base maps and mapped floodway and floodplain limits. Prepared revisions to the Flood Insurance Study. I • Blackberry Oaks Golf Course, Bristol Twp., Kendall Cty., IL Develop detailed grading plan and corresponding WSP-2 model for a golf course constructed in the floodway and floodplain of Blackberry Creek. Obtained Floodway Construction Permit and Letter of Map Revision for the I Education: project. Bachelor of Science, Civil Engineering • Thornwood Residential Golf Course Community—St. Charles and Elgin Marquette University Twps., Kane Cty., IL I University of Illinois at Chicago— Performed TR 20 and Pond Routing Analysis for a 744 acre residential Certificate in Business Administration, May 2000 development. Determined pond volumes, release rates and outlet structure design for 18 detention facilities and a total of approximately 120 acre feet of storage. Performed HEC-2 Floodway and Floodplain Modeling for I PE Licensure: Illinois modifications in and along 2.1 miles of Otter Creek. Submitted to IDOT/DWR for floodway construction permit and FEMA for a Letter of Map Revision Wisconsin (LOMR). ' Professional Associations: • Hydraulic Analysis of Keslinger Road Bridge Over Mill Creek — Blackberry Twp., Kane Cty., IL USDA/Natural Resources Prepared an hydraulic analysis of the existing and proposed bridge using Conservation Service— HEC-2. Performed field surveys, compiled cross sections and profiles. I Technical Committee of Prepared an hydraulic report and permit applications for submittal to IDOT Waubonsie Creek Watershed Resource Bureau of Local Roads/Hydraulics Division. Planning Committee Illinois State Floodplain • Hampshire Prairie Development—Hampshire, IL Managers Association American Water Works Assoc. Performed HEC-2 analysis for the relocation of 1200 feet of channel. Illinois Society of Professional Engineers Obtained IDNR floodway construction permit and LOMR for relocated American Society of Civil Engineers channel and new floodway and floodplain limits. I Public Entities Represented: • Hydrologic and Hydraulic Analysis of Hampshire Creek and Tributaries —Hampshire, IL Village of Hampshire Determined flows and floodway and floodplain limits for 6.5 miles of stream. Village of Hinckley I Village of Montgomery Obtained a Letter of Map Revision (LOMR) for the detailed analysis to Village of Oswego replace previous unnumbered A-zone mapping. Village of Union United City of Yorkville IEngineering Enterprises, Inc. Consulting Engineers Sugar Grove,IL I 1 John T. Whitehouse, P.E., P.L.S. ITitle Senior Project Manager I Experience John has 17 years of private practice experience in the fields of Civil Engineering, Land Planning, Land Surveying, Subdivision Infrastructure Design and Construction Supervision. His expertise includes field data acquisition and functional, cost effective designs that meet or exceed our I Clients requirements. Representative project experience includes: I • Subdivision Design & Construction Supervision —Hampshire, IL Provided Land Planning, Surveying, Infrastructure Design, Permitting, Construction Layout, and supervision for over 300 acres of residential, I commercial and industrial development including the design and plan preparation for the widening of 1 1/4 miles of IL Route 72, the installation of a 6,000 lineal foot interceptor sanitary sewer, the I realignment of a 1,100 foot section of Hampshire Creek Tributary and the construction of the 6,500 foot Burlington Creek Outfall Storm Sewer that serves 4 detention basins within a 350 acre drainage area with a nominal release rate of 0.04 cfs/ac. I • Land Surveying and Topography— Northern Illinois Performed boundary surveys totaling over 10,000 acres and Itopographic surveys for over 3,000 acres of land in northern Illinois. • Subdivision Design & Construction Supervision —Algonquin, IL Provided land planning, surveying, infrastructure design, permitting, I construction layout, and supervision for over 250 acres of residential, commercial and industrial development. IEducation: • Site Development Plans—Northern Illinois Prepared site development plans including, grading, stormwater Bachelor of Science, management, pavement design, sewer and water connections and Civil Engineering construction services for over 800 residential, commercial, industrial I University of Illinois PE Licensure: and institutional sites throughout northern Illinois. Some of these sites required CLOMR-F and LOMR-F to achieve suitable, buildable areas. Illinois I . Land Development Review Services— Northern Illinois PLS Licensure: Providing leadership in EEI's Land Development Review Services for Illinois municipal clients with Technical Consultation for the following: Ordinance Review, Development Negotiations and Annexation I Professional Associations: Negotiations; Concept Plan Review; Improvement Plan Review; National Society of Construction Observation; and Project Documentation. By providing Professional Engineers these services, John is benefiting the client municipality with his Illinois Society of I Professional Engineers significant development related experience and excellent Illinois Professional Land communication skills to provide greater "Quality in the Constructed Surveying Association Project" (creatingvalue for the future resident of the municipality), Illinois Association of Storm water 8 Floodplain even though the project is designed by others. IManagers I Engineering Enterprises, Inc. I Consulting Engineers Sugar Grove,IL I IJeffrey W. Freeman, P.E. ITitle Project Manager Experience As a Project Engineer and Project Manager he has provided planning and design for a number of municipal projects. He also has been involved in treatment I wetlands assessment and design, water resources investigations and design, as well as, drinking water and wastewater treatment design. Prior to his consulting career, Jeff attended the Environmental Engineering Graduate School at the University of Illinois where his emphasis on water quality processes provided an I extensive background on drinking water and wastewater unit process evaluation and design. Jeff's knowledge and experiences in water resources, environmental engineering, and construction administration provide a strong base for project management at all levels of municipal engineering. IRepresentative project experience includes: I • Sewer System Evaluation Survey and Sanitary Sewer System Mapping — Newark, Illinois Provided Project Management for a system-wide Infiltration and Inflow analysis and then a detailed Sewer System Evaluation Survey for a portion of I the Village of Newark's wastewater collection and conveyance system. The project included the creation of a detailed Sanitary Sewer System map. I • Rob Roy Creek Hydrologic and Hydraulic Analysis—Yorkville, Illinois Providing project management for the detailed hydrologic and hydraulic modeling of an approximately 16 square mile portion of the Rob Roy Creek Watershed. The GIS, hydrologic, and hydraulic modeling software that is I being utilized within the project is ArcView, HEC-HMS, and HEC-RAS, respectively. The project also will include the Base Flood Elevation determination, and floodplain and floodway mapping for approximately 6.4 miles of previously unmapped floodplain. I • Water Works System Needs Assessments and Project Plans — Numerous Municipalities I Provided Project Engineering and Project Management for the completion of a number of Water Works System planning documents including reports for the Villages of Montgomery, Maple Park, and Sugar Grove, and the City of Yorkville. As part of each study, he has performed detailed calculations and I analysis to determine existing and future water works system needs, Education: evaluated a number of source water options, completed cost-effective analyses for a number of treatment options, reviewed the wastewater Masters of Science implications of a number of potable water treatment processes, prepared I Environmental Engineering University of Illinois extensive summary reports, and prepared and/or conducted a number of presentations to municipal officials. Bachelor of Science Civil Engineering I University of Illinois Cation Exchange Treatment Systems—Numerous Municipalities PE Licensure: • Have provided and/or currently are providing Project Engineering and Project Management for a number of cation exchange treatment system designs and Illinois implementation. Performed design calculations, submitted the required I Professional Associations: permits and prepared the plans for the installation of cation exchange units for barium, radium, lead and/or hardness removal for the Villages of Hampshire (2), Montgomery (2), Maple Park, and Sugar Grove (2), and the American Society of Civil United City of Yorkville(4). I Engineers&Illinois Section Illinois Ground Water Association I Engineering Enterprises,Inc. Consulting Engineers ISugar Grove,IL Brian R. Valleskey Title GIS Specialist ' Experience With an education in Hydrology and Geographic Information Systems (GIS), Brian has been able to perform drainage analysis on many projects • involving stormwater runoff. Most recently Brian combined GPS collected ' information in conjunction with GIS generated topographic base maps of the Yorkville area to assist in the creation of the hydrologic model for Rob Roy Creek. Prior to arriving at EEI, Brian supervised and maintained the GIS Laboratory for the Division of Agricultural Sciences and Natural ' Resources (DASNR) at Oklahoma State University while working as a Hydrologist. Over the past few years Brian has gained experience in GIS database generation and maintenance in environmental, agricultural and municipal based projects. Experience includes a variety of GIS software packages including ESRI software suite. Representative project experience includes: ' • Hampshire AutoCAD to GIS Data Conversion — Village of Hampshire, Kane County, IL ' Complete conversion of in-house AutoCAD data layers to a GIS format. Preliminary public utilities database was generated for pipe run lengths, diameters, and material for watermain and sanitary sewer. Kane County parcel and ROW data was used as base map ' information. FEMA dFIRM, NRCS Soil coverages and IDNR orthophotography were also incorporated into the data set. • Union Floodplain Mapping Issues — Village of Union, McHenry County, IL Used GIS software to combine AutoCAD Q3 flood data from FEMA with Elevation information derived using Spatial Analyst software. ' Digital Orthophoto Quads (DOQs) were also used in conjunction with IDNR cross sectional information to determine areas of further potential flooding along the Kishwaukee River and Marengo Ditch. t • Rob Roy Creek Hydrologic and Hydraulic Study — United City of Yorkville, Kendall County, IL Education: Used ArcView software to analyze local drainage patterns from Digital ' Masters of Science(Thesis Pending) Elevation Models (DEMs) and Digital Orthophotos Quads (DOQs). Hydrology Electronic data was also used to determine ground slopes and helped Oklahoma State University visualize soil type and land use within the Rob Roy Watershed. GIS Bachelor of Science software was also employed to generate draft exhibits used in the ' Watershed Sciences University of Wisconsin- study for IDNR/OWR flow certification. The information generated Stevens Point(UWSP) from ArcView has also allowed for the estimation of preliminary floodplain boundaries used by developers. ' Professional Associations: American Water Resources • Urban Forestry Tree Inventory — City of Stillwater, OK (Previous Association(AWRA)- Employment) National Chapter Built and maintained tree inventory database for Urban Forestry Illinois GIS Association(ILGISA) Department at Oklahoma State University. The database was further used to produce thematic maps and analysis of tree size, location, density and specie. Engineering Enterprises,Inc. Consulting Engineers Sugar Grove,IL 1 I 1 Michele L. Daly, El. Title Project Engineer Experience As a Project Engineer, Michele has been involved in all aspects of construction management, and construction observation of numerous projects for municipal, residential, commercial, and industrial clients. Her I background and experience in construction enable her to perform construction observation to verify that work is being done in accordance with plans, specifications, calculations, and operations for developers, engineers, and contractors to ensure quality in construction projects. I Representative project experience includes: • Kentucky Transportation Cabinet— Frankfort, KY I Exor Corporation Implemented the pilot program for a new highways maintenance management software system, including a GIS model of the road I network. The GIS component of the software included ESRI's Spatial Data Engine and ArcView. Project requirements included migrating legacy data into an Oracle database, participating in on-site customer consultation visits to achieve a better understanding of the current I data, and preparing a data conversion specification by documenting all proposed and completed work. I • MapCapture—Fairfax, VA Exor Corporation Contributed to team development of MapCapture, GIS data collection software. Project requirements included converting ESRI shapefiles Iinto an Oracle database using a Visual Basic program. • MFT Street Maintenance Program — Montgomery, IL I Provided planning, design, inspection and construction observation for improvements to 5600 lineal feet of roadway along various municipal streets. Project requirements included pavement replacement, milling and resurfacing, road widening, sidewalk, curb and gutter repairs, new Icurb and gutter, shoulder repair, and striping. Education: • Montgomery Crossings—Montgomery, IL Provided site plan and as-built reviews for individual lots of the I Bachelor of Science, residential housing subdivision including both single-family and multi Civil Engineering The Catholic UniversityofAmerica family housing. Project requirements included verifying that the plans were in accordance with the Village of Montgomery standards and Certified Master Modeler I -SewerCAD making site visits to confirm that the work was completed as designed. -WaterCAD Haestad Methods • Black Walnut Drive and Pembridge Place—Sugar Grove, IL Licensure: Provided a traffic study with recommendations for an existing I .E.l.—Illinois residential intersection. Project requirements included conducting manual peak hour volume and turning movement traffic counts, Professional Associations: reviewing the accident history of the intersection, reviewing the vertical and horizontal geometrics, and preparing a short report summarizing I American Society of Civil Engineers the traffic study findings with recommendations. I Engineering Enterprises, Inc. Consulting Engineers Sugar Grove,IL ' Scott A. Swanson Title Computer Aided Drafting & Information Systems Manager Experience As the Computer Aided Drafting & Information Systems Manager, Scott is responsible for network administration, project organization, CAD training and supervision, software implementation and customization and to provide technical support for both associates and clients. His background and experience with both AutoCAD and MicroStation CAD software applications enable him to produce detailed engineering drawings and maps, as well as incorporate the use of desktop publishing software to aid in project design, presentation and marketing. His strong points include data integration, CAD standards, CAD training, computer setup, networking, application setup and support. Representative project experience includes: • Oswego Park and Ride Facility — Oswego, IL ' • Village of Montgomery Maps — Montgomery, IL ' • Village of Sugar Grove Maps— Sugar Grove, IL • Sugar Grove Well No. 8 Improvements — Sugar Grove, IL ' • Various Pulp and Paper Evaporative Systems (Previous Employment) ' Education: • CAD Support Analyst — Harza Engineering Company, Associates Degree in Chicago, IL (Previous Employment) Drafting and Design AutoCAD and MicroStation support for 100+ users in six (6) College of DuPage offices. Duties included software set-up and configuration, CAD standards administration for Harza and customer Licensure: specific standards. Customers included the Illinois Certified MicroStation Department of Transportation and the U.S. Army Corps. of Instructor Engineers. Set-up GIS server and workstations for ArcView network license pool. I ' Engineering Enterprises, Inc. Consulting Engineers Sugar Grove,IL Daniel R. Breisch ' Title Project Technician (CAD) Experience After graduating from ITT Technical Institute in 2000, Daniel began his career in Computer Aided Drafting at Washington Group, Inc. There he was involved in site design layouts and construction observation. He has been employed by ' Engineering Enterprises, Inc. for the past year and a half. Daniel's responsibilities as a Project Technician include civil engineering projects and maintaining the mapping requirements of several municipalities. ' Representative project experience includes: • Utility and Address Maps —Village of Montgomery, IL ' • Snow Removal and Salt Route Maps — Village of Montgomery, IL • Parks and Facilities Map — Fox Valley Park District, Aurora, IL ' • Transportation Planning Map —Village of Hampshire, IL • Mill, River and Webster Streets LAPP Improvements — IIMontgomery, IL ' • Implemented a new electronic filing system for the following mapping projects: Village of Montgomery, Village of Hampshire, Village of Sugar Grove, Village of Union and the ' United City of Yorkville. The restructuring of these projects Education enabled Engineering Enterprises, Inc. to catalog the existing Associates of Applied inventory of maps. The reorganization supports an ease of Science retrieving maps and helps minimize time spent on updating ITT Technical Institute current and future maps while upholding the CAD standards of Engineering Enterprises, Inc. Engineering Enterprises,Inc. Consulting Engineers Sugar Grove,IL I I Personnel, Positions & Classifications James K.Michels,P.E. E-3 Timothy V.Weidner,E.I. P-4 President Project Engineer I Peter G.Wailers,P.E. E-3 Michele L.Daly,E.I. P-4 Senior Vice President Project Engineer David R.Burroughs,P.E. E-3 Gregory A.Chambers T-5 Vice President Senior Project Technician(Field) I Ronald G.Naylor,'P.E. E-2 Steven Gozner,Ill T-5 Senior Project Manager Senior Project Technician(CAD) John T.Whitehouse,P.E.,P.L.S. E-2 David S.Stewart T-5 I Senior Project Manager Senior Project Technician(Field) Bradley P.Sanderson,P.E. E-1 William C.Pierson T-4 Project Manager Project Technician(CAD) Jeffrey W.Freeman,P.E. E-1 C.Larry Nolan T-4 Project Manager Project Technician(CAD) Scott A.Swanson E-1 Randall L.Long T-4 Computer Aided Drafting& Project Technician(Field) I Information Systems Manager Kristopher K.Pung T-4 Timothy P.Farrell,P.E. P-5 Project Technician(CAD) Senior Project Engineer/Environmental Daniel R.Breisch T-4 I George R.Burgess,P.L.S. P-5 Senior Technician(CAD) Senior Project Surveyor Ryan M.Christoffel T-3 Jeremey T.Lay,E.I. P-5 Senior Technician(Field) Senior Project Engineer/Environmental I Joshua M.Boatman Timothy N.Paulson,P.E. P-5 Senior Technician(Field) T-3 Senior Project Engineer Thomas A.Ness T-3 Kevin S.Bomstad,P.E. P-5 Senior Technician(Field) I Senior Project Engineer Denise M.Migliorini A-3 Andrew R.Deitchman,P.E. P-5 Administrative Assistant Senior Project Engineer/Environmental Denise M.Thelander A-3 Mark G.Scheller,S.I. P-4 Accounting Assistant Project Surveyor Angela R.Ford A-3 Christopher E.Peterson,S.I. P-4 Secretary Project Surveyor U Dawn M.Goodbred A-3 Jed R.Davis,E.I. P-4 Secretary Project Engineer Nicole A.Morris A-3 Julie A.Morrison,E.I. P-4 Accounting Assistant Project Engineer Bobbi M.Erdmann A-3 Yifang Lu,E.I. P-4 Marketing Director Project Engineer Angela D.McCoy A-3 Darrin P.Schertz P-4 Accounting Assistant Project Engineer East Dundee,Illinois David A.Kamano,E.I. P-4 Project Engineer Mark C.Weber,P.L.S. P-5 I Brian R.Valleskey P-4 Senior Project Surveyor GIS Specialist Robert C.Watts T-5 Senior Project Technician(Field) Jason M.Bauer,E.I. P-4 I Project Engineer Brent D.Keil T-5 Senior Project Technician(Field) Travis A.Carroll T-3 Senior Technician(Field) LEGEND: IP.E.=Professional Engineer Stacy L.Nilsen A-3 P.L.S.=Professional Land Surveyor Office Manager E.I.=Engineer Intern S.I.=Surveyor Intern E=Executive P=Professional T=Technical A=Administrative uanw.w 3/7/03 INN NOM MN INN NMI nil NMI OM 1111111 NISI MI =I 111111 111111 PARTIAL LIST OF MUNICIPAL CLIENTS EEI HAS PROVIDED MAPPING SERVICES .... . . . .... .................................................................. ......... ........... . ........................................ ......... ........................... .... . . ..................... . . . ..... ... ................ ....................... .... . .. . . ............ ............................................................................ .:Project This year Client ZONING MAP 2000 VILLAGE OF UNION UTILITY MAP UPDATES 2002 VILLAGE OF SUGAR GROVE ZONING MAP 2000 VILLAGE OF SUGAR GROVE HARVEY CREEK LETTER OF MAP REVISION 1997 VILLAGE OF SANDWICH BASE MAPPING 2000 FOX VALLEY PARK DISTRICT UPDATE FEDERAL AID URBAN ROUTE MAP 1999 VILLAGE OF OSWEGO STORM SEWER MAPPING 1998 VILLAGE OF OSWEGO SYSTEM MAPPING 1996 VILLAGE OF OSWEGO ZONING MAP 1999 VILLAGE OF MAPLE PARK UPDATE FEDERAL AID URBAN ROUTE MAP 1999 $ VILLAGE OF MONTGOMERY SNOW ROUTE MAPS 2002 VILLAGE OF MONTGOMERY 2002 ZONING MAP 2000 VILLAGE OF MONTGOMERY STORM SEWER MAPPING-CADD 1994 VILLAGE OF HINCKLEY ZONING DISTRICT MAP 1990 VILLAGE OF HINCKLEY ZONING MAP UPDATE 1999 VILLAGE OF HINCKLEY UTILITY MAP UPDATE-SANITARY/WM/STORM SEWER 1999 VILLAGE OF HAMPSHIRE ZONING MAP UPDATE 1999 VILLAGE OF HAMPSHIRE STORM SEWER SYSTEM MAP 1995 VILLAGE OF HAMPSHIRE SANITARY SEWER SYSTEM MAP 1995 VILLAGE OF HAMPSHIRE WATER DISTRIBUTION SYSTEM MAP 1995 VILLAGE OF HAMPSHIRE ENGINEERING ENTERPRISES,INC.,CONSULTING ENGINEERS,SUGAR GROVE,IL M NM N MIIM I M M NM I M I ME INIII N MO = INN IINN PARTIAL LIST OF MUNICIPAL CLIENTS EEI HAS PROVIDED MAPPING SERVICES Project Title Year Client ZONING DISTRICT MAP 1992 VILLAGE OF HAMPSHIRE TRANSPORTATION PLANNING MAP 2002 VILLAGE OF HAMPSHIRE 2002 ZONING MAP UPDATE 2002 VILLAGE OF HAMPSHIRE UTILITY MAP UPDATE 2001 VILLAGE OF HAMPSHIRE 2001 ZONING MAP UPDATE 2001 VILLAGE OF HAMPSHIRE SSA MAP 2001 VILLAGE OF HAMPSHIRE STREET MAPS 2000 VILLAGE OF HAMPSHIRE ZONING MAP 2000 VILLAGE OF BURLINGTON ELBURN MAPS 1975 VILLAGE OF ELBURN WATER DISTRIBUTION SYSTEM MAP 1988 VILLAGE OF HAMPSHIRE WATER STORAGE SYSTEM IMPROVEMENTS 1987 VILLAGE OF HINCKLEY WATER WORKS IMPROVEMENTS 1985 VILLAGE OF MAPLE PARK WATER SYSTEM ANALYSIS 1994 VILLAGE OF MONTGOMERY SEWER SYSTEM EVALUATION SURVEY 2001 VILLAGE OF NEWARK WATER DISTRIBUTION SYSTEM IMPROVEMENTS 1986 VILLAGE OF STEWARD VILLAGE OF SUGAR GROVE WATER STUDY 1993 VILLAGE OF SUGAR GROVE UNION DRAINAGE IMPROVEMENT REPORT 1981 VILLAGE OF UNION WATERMAIN MAP 1981 VILLAGE OF UNION WATER WORKS IMPROVEMENTS 1985 CITY OF YORKVILLE ENGINEERING ENTERPRISES,INC.,CONSULTING ENGINEERS,SUGAR GROVE,IL MI M M — NM MI = — N i N M all NM MI M N BELOW IS A LIBRARY OF AUTOCAD MAPS THAT WE MAINTAIN FOR A LOCAL MUNICIPALITY. THESE CAD FILES HAVE UNDERGONE GIS CONVERSION OVER THE LAST THREE MONTHS. ....... . . . . .... . ............................ .................................... ......... ........... .................. .................................................. . . . . . . . . ...... ............. ........... ............. ....... . ............................ . ............. ... .... .. ................. ......................... ............... . . ...................... . . ...... .................. ......................... ......................... ........... ......................................................... Title AVAILA E:SI E(S) CAD FILE NAME Address - Water Atlas Map 18X24 030018.dwg Address Atlas Map 18x24 030009.dwg Address Atlas Map - (11x17) 11x17 030042.dwg Address Map (Overall) 24x48/30x62 030041.dwg Available Commercial and Industrial Sites (3) 22x34 (2) /24x48 030026.dwg Available Retail Commercial Sites 22x34/24x48 030049.dwg Base Map - "New Subdivisions" 18x24/ 36x48 030040.dwg Boundary Map 24x48 030011.dwg Boundary Map 2002 (Corporate) 24x48 030022.dwg Boundary Map 2002 and Fire Districts (Corporate) 24x48 030023.dwg Community Policing Districts 22x34 030037.dwg Comprehensive Transportation and Access Plan (2002) 24x48 030021.dwg Construction Activity Map 24x48 030039.dwg Emergency Response Planning Map 24x48 030046.dwg Existing and Potential Traffic Signal Locations 24x48 030019.dwg Fire District (South Park) with Water Utility Infrastructure 36x48 030032.dwg Fire Protection District and (Corporate) Boundary Map 24x48 030020.dwg Fire Protection District Boundaries 24x48 030014.dwg Impact Fee Map 11x17 030051.dwg Pedestrian and Bike Path 18x24/36x48 030038.dwg Planning and Property Ownership Map 24x48 030017.dwg Public Works Wall Maps (Water, Water Main Breaks, Storm, and Sanitary Maps) 36x48 030033.dwg ENGINEERING ENTERPRISES,INC.,CONSULTING ENGINEERS,SUGAR GROVE,IL N I M 111111 11.11 1111111 NM MN NM ME M 1 NM M 11111 11111 BELOW IS A LIBRARY OF AUTOCAD MAPS THAT WE MAINTAIN FOR A LOCAL MUNICIPALITY. THESE CAD FILES HAVE UNDERGONE GIS CONVERSION OVER THE LAST THREE MONTHS. T.i.tleHHHAYAll.ABhE:SIZ�(SJ CAD FILE NAME...., Sanitary Sewer Planning Map 24x36 030013.dwg Sanitary Sewer System Map (Atlas) 18x24 030007.dwg Scheuring Property Exhibit 8.5x11 030048.dwg School District Boundary Map 24x48 030012.dwg Snow Removal and Salt Route Maps - (8.5x11) 8.5x11 030044.dwg • Snow Removal Zone Map 24x48 030043.dwg • Storm Sewer System Map (Atlas) 18x24 030005.dwg Transportation and Access Plan 24x48 030021.dwg • Transportation and Access Plan for U.S. Route 30 22x34 030031.dwg • Truck Route Map 24x48 030030.dwg • Water Distribution System Map (Atlas) 18x24 030003.dwg Water Main Breaks Map (2) 22x34/ 24x48 030028.dwg • Water Main Planning 24x36 030029.dwg Water Works System Map 30x42 /36x72 030050.dwg Zone Address Map 24x48/30x62 030024.dwg • Zoning Map 2002 (2) 24x48 (2) 030015.dwg Zoning Map for School, Boundary, Fire and Transportation 24x48 030047.dwg ENGINEERING ENTERPRISES,INC.,CONSULTING ENGINEERS,SUGAR GROVE,IL *If Geographic Information Systems and Mapping IRepresenting Our Real Physical World in Digital Format I I r' _ 1 I ' I I._, L.I_• ! I ! , i ! ,I i ,I I I !_ i I L 1 t _ i6 iA A.,...., �� 1..—�.. : .I, 1.- 1 F ' 1-- 1- • T.:. I.---I • 527C2 1 I l�: j 1 1 I I HI I I I I I ..'_4.__L..1—1:,..___-:I I = { .L 1 1.- l.r.f- I .L.--I—'---- : •1 I I 11 I• 1 j__, 1 L i � 1 I ; I i •- 1 1 1 J N - e III: II . I {. ! I ti .• 1r I i : I : 1 1 I j 1 —4 - — I --, I .I.l__._.,I—.----� 1i -.i. - r ' — — —..._. / -- r— 1s�C21 1 I I r- 1.- 1 T �-{ j i ! 1 1 1 1' 1 //71- .- _ i------.: I 1 I l. L 1.— 1 -- 1 .1..�� .--rt- -I- 219 �� I I I I I L I r-- -1 1 i i 1 I i Ct - I I ..-1�- 4� '--I 1 I 1 I I 1 .; t 1 _� i3ac� 1- 4 i. 1 _- a 4 — — I I I I- I I 1 I I . I _ ._ i L.1 •. I --.1:—; 1-f`-+J— — I .•1_.� I ,1.. ' 327C2 4 I i I i I _ i� 1 , j I j 41 t 1 I :T)i :_ I r &?A 1 1---, I . I , _. J..--1..� )I f---,---- {2,‘ -,:z-;:;.,:i.-.14,,k„ I r7 I _ I { ,_ .. . I. i.j 2A Maintenance questions can be addressed by combining public utilities with soils, floodways and aerial photography layers on a GIS map.. 1 I I e EEI has GIS(Geographic Information Systems) specialists in-house who provide the services to create useful and accurate maps and allow them to perform calculations that apply to real- I _ _ world measurements. a:. Originally designed for natural resource ;+ 'r" .• . - .`•_ ' inventory and managment systems, GIS x ` '` technology can be used in managing public _ works projects, planning for future . • •,y • " developments and assisting in suitable I — selection of land for site sensitive projects. - A� /rr- GIS is also utilized in Hydrologic and Hydraulic Studies to assist in determiningfloodplain „r P It ' ..; =r-- elevations for future development. t � , ..• ._ -_ EEI's GIS staff specializes in data extraction, •- data conversion and mapping. Using the most ' "�� up-to-date software available in conjunction with our existing CAD and Surveying N ,,,ig - r,= Departments, EEI handles projects for public Incoming GPS(Global Positioning System) data improvements, land development and site collected by EEI's Surveying Department can be specific studies. I incorporated into already existing public data. Engineering Enterprises, Inc. umm . n.w a= ,>v- Consulting Engineers Sugar Grove,IL I I kr Geographic Information Systems and Mapping Rob Roy Creek Kane and Kendall Counties, Illinois I Utilizing the power of Geographic r r � ..'..�' silt; y a� :a`. Information Systems (GIS), the i��:'-= •- '4' '�'i. ' .r Global Positioning System(GPS) �`f,'r` ""�- ,'�' r: .r 1 "(177 ' 1" r:fi � x �".�Fb"v' . �I, I�j �o i� 1� i 1., 5• and HEC-RAS, Project engineers r� i .!,,,,,,,,,... .--:- "--4,1,4 *., 1 . ± v I , were able to construct a hydrologic ; ; i , `r i'', s:-1 ,' , ,4f.:;.(' 444„;`,---/ I , and hydraulic model of Rob Roy ` \ I :- < ii, �, ``;i' / f' ' 1 Creek in Kane and Kendall ;vi ` I - '`v- t ` ' I • Yom. /� ' / / , \ 1 1 k' t 1 i t . ,. �I s ,' ss• r i Counties. The previously ti,... `=1. c ' " �, ; >�' r` A' ;' r , r unstudied creek is located in a \ '°' S --. '�. ;'t • � ; ` • ; . prime development area and the ri--1.\,,4..•'tn -. i 1 I • I development of base flood <f I � '.> tr TM r , l a n.f I 4 1 t' I .. : , sr elevations are a necessityto i , %: , , ` ,� ' , ti" 8� ' f i i s, determine potential flood insurance ,;e, �' t' , ,,, �Y \•,.'•', i I ; `, ," I ' t, ; I rates for the area. The information f • I e � II i , ;r i I ,„ , is also used in conjunction with }x ` I „ , i , ;.i.V\ I the Federal Emergency Manage '. .-'--6-41,42-/ ,• Y„ i , 1 i ' 3 io i, , 7 , 1 1 4 r C i .� 836 ,' 03 ,,'," I i, `\ I ment Agency (FEMA), local - = ,''• f ..•';')„,,', . ./ ' municipalities and developers to -- -_ ''`,4„' .r ; .1( ( I ',� , properly design stormwater Interpolated Floodplain for Rob Roy Creek Draped Over a Digital Aerial Photo management facilities. IDigital Elevation Models(DEM)were used to generate a surface layer that was broken down for further analysis by project engineers to determine important land parameters that are required to build the hydraulic model. Digital Orthophoto Quads(DOQs)were used in conjunction with this data to confirm land use and drainage patterns. In I areas of limited economic development this digital information can often serve as the best available data next to a surveyed topographic map. The software processed the information in matter of minutes,saving time and money otherwise used for field surveying and data extraction. IAfter the hydrologic and hydraulic models had produced flow and water surface elevations, GPS cross sectional information was imported into the GIS project and overlain on the digitally generated land topography. These elevations were used to determine a temporary floodplain elevation for developers until the study receives the Illinois I Department of Natural Resources(IDNR)flow certification. These elevations allow for proper design of detention facilities along the Rob Roy Creek and minimize impact on the potential floodplain. I I Project Features: K + . `i"= 'Mit ° `yi. Improvements: t r, ' ,. 7 •4 +_. I •Detailed Hydrologic&Hydraulic ^`5 '°�C`* o ss "" i 1 Analysis of 16 Sq. Mi. Watershed ,.�` Y kms. _ t • 10-100 Year Recurrance • .aj.. Interval Flood Elevations w ,T;, -- •,,K_ 1 's for 6.5 Miles of Creek •Letter of Map Revision(LOMR)to 41 1 S Develop Floodplain and Floodway „ ,,� '` -T -: N,,.h Limits .. i, ,a'L'�.- � � �... v...� I Rob Roy Creek at Jericho Road Engineering Enterprises, Inc. ,, Consulting Engineers Sugar Grove,IL I I fp Geographic Information Systems and Mapping I Land Planning and Development Hampshire, Illinois Municipalities can often benefit - 7 _ ,.., from the wealth of information , $ n � I! • - ':p F4_; tom: 7iri r<., available from federal, state and z " . F U ' L'.1 "`cariffrim '' Y' ' "1 c'Will i local entities. Many sources of _� �' .x ,� s:. ::iV. .1 a, � • digital data can be used in making 8Th , X : # ¢ '-X' --n f: , preliminaryassessments of site ,``' _ I * 4 '"�'�e ' ' ' s , development and long term 2 \;/�' �c + ";r� � � Ar .�,,,;;;�. ,;,1 planning issues. The FIRM map, I:I � _ i . :t �'#� 0.4.-4..•.+0,6a generated by FEMA, is familiar to ;� Ex + � /-.„---,-,2-7,, "�' ` � °°` ''`' ' AA, I 'R" I r —.ria. s t5rz..^�a0 .a+a4n•.t..4.4.1* a it"�:, local engineers.This map is often •'1' i�' 4%,...„.4;-,.:,,_, x _ sF �e ;......._,....." :1-,,•=- 4_„ used when dealing with floodplain , •• , w ; { I it Geographic Information Systems and Mapping Mapping for Municipal Clients IMany municipalities utilize base ;:,tom` . , maps produced with AutoCAD • "'3` .�• i! 1 `� �"` Y,*�. • ' - �", T`*, s i ,• t'. ift software to represent municipal -I _ r', 1 . '�` 'ft �4•, 't.s. "fir111. I infrastructure and information. "� •s ,t, t« '- '"- ',^'1"" I ~^1"; 1r • Although AutoCAD can create an F _ 3 to '!-- 4.A k .-w•+-- : . o , II excellent electronic drawing, the 4 '`,01'.•., t„ :,-- --Cf-ill �'�-- '' s underlying information is lost. —fir • ' .I " ;. .,1• F i "a �. 4 .r E.;. -e ; Geographic Information Systems :4 1 rte.+`!:' .0.4."r`- ', ',.,44-.‘":-. .•. -... i .• _ .n —'f 3 :f` C (GIS) allows for the best of both s '.' ' `� r` worlds. Mapping can be produced -r1 a '?l ._ '* `�' :1 e..mp �� I , - .'401117, • at a level ., .P it , l t x i-Pel. A if trA "1-. 1. .... 4 B'to.. . + equal to that ofAutoCAD '-'.1 formats and improve on the ability ; ' 7-„r 'l..Ali��. ; lir 1111!Wi . Ol�,� • ir,o • r ;TM to enhance data through analysis �� ` -,,,, , �f • 4 1.�, 1...id Information for map elements can ,_,-.....-1_;17- ^,r{ r ; ' 1I be stored in a database that allows 11 the user to identify and query --:• -- ,q „, . 4. /' 1- 'S i• "- - -y' ___- I multiple map items with minimal di: . " !�R l �wt� �4, "le= user input. This process minimizes GIS Water Distribution System Map with Digital Photo Backdrop time and maximizes effort even for I users with less experience. I w^%� . --' WNIXD6 x WMX06k ^ — The benefit of GIS software can be x used to directly interact with _ AutoCAD software. EEI has been NM%04 - J3 1 _ \YM X-08 -4,.. 1 1 4able to convert AutoCAD drawings - * ! successfully into GIS layers and g - M%°� �'P OEM `"'"% generate geographic databases for v,r,+_x-oe rrM x os 1 :x--.1 „, the extraction of information ' 1 H hM_%� w,% Wim,-,� t _ I;I^ '� pertaining to public infrastructure. I EEI has also been able to reconvert I GIS data layers into AutoCAD format I _ d J xl°Q for redistribution to municipal engineering departments upon L% 6 bYM%Ti _ request. EEI's GIS Specialist has -"— worked with the United City of r _ VVM.X.QS , - - - 11 ' _1. x — Yorkville to enable their engineering WMK06 __� hMX. 1 '' _ department to share GIS information 1O �_wM-%-12�.�% _ _ i _ 1 _ in an AutoCAD format. Watermain Skeleton With Hydrants and Valves IProject Improvements: •Water Works System Evaluation Inventory • Locate Valves, Hydrants and Manholes •Query Watermain, Sanitary and Storm Sewer Database Records I Engineering Enterprises, Inc. Consulting Engineers Sugar Grove,IL I ft" Geographic Information Systems and Mapping I l Recreation Mapping II r I I (SOO LINE R.R.i ' j ) � fi0i rAV I f Management of greenways, parks,forest preserves, Irr� ') EAST PARK' and recreational areas has become increasingly iIiliulTr ■ i& I IT laEFZA , significant as development continues westward. �� Q�"��" Ta These areas act to promote infiltration and can act (i,IACK • A � kk VEA • will �, �j o i as a buffer against stormwater. Large areas of land mom :a i I I i i I l i� I2t23 are often dedicated, not only for aesthetic reasons, i Doi'1 NIR : , 4 yn,r Q rO z�ze �� - �• rF�4,R but for public use and recreation. EEI has been — �� working with local municipalities and the Fox Valley RAN, 1 0,� v Park District to map parks and recreational areas I I_)_cRE,s-AV�.r = is is for better management. lly 111111 �I j�i - c Z Parks and fosevaso el I ', J ! � I w v protecting and preservingprerareascthatalare prone futai _It I wvANEJ, flooding, wetlands, streamses, lakesn , andbe historical areas. An important mixture of parks is usually part I327 of each municipal land use plan. Proposed Park Area Along Centennial Drive in Hampshire I I <H,. . II � ET i V0 CT 0 AKHURS I E Z STECK oRN\E•( •OMMUN % 1- co � ENTER s \- z o NW000 CT o c Z ' 9 HOR i c 3 ,T o x u INVEk Nf�S` i -n a T_ T. - LL FZYECRASS G_A ENDON LN a \S� CT c` W-TTc ETH ALL _ ... v I WESTRIDGE DR = GT r FAIRFIEL FOX-AILc?,'''';' ` • , n... / WyfST DR. C ? JQ \/ (D eR CC� WATERRURY �. "RO Ve �� R II EOLA S"ett J P � ° P C'OMMUNI `" C� Z CENTER qa GREEN "°RD C FOX HILL- ' c 1 AUBONSI" ��PARK c-\- _ aN` NrNISRRO VALLEY F. 3 ��4s GH SCH! •L c,�E � ; ,LAR_ IieN : %is- cr ,. E� �. o CSF LN 0129 MIIIIIIIIIIIIIIIIM .. AIINNOMINift °^y�� 32 09 mowiimmiiimmi YI p MBERLAND fti AKSHOR UARUOR PARK 2 cti CT FS ty E 6 LONG r.A,,,._ , Existing Parks and Open Space Facilities Map 1 Fox Valley Park District Engineering Enterprises, Inc. Consulting Engineers Sugar Grove.IL I it/ Geographic Information Systems and Mapping ISanitary Sewer System Mapping I With Fox Metro jurisdiction over l� '11 y - "r sanitary service for several local • 1 MEAiCw£ J • 10 , .FY o municipalities,the mapping of sanitary , , sewer, sanitary manholes, lift stations, 11111111111 �� and wastewater treatment tants has1.El , �I• new developments goes through I 1n11111111. loyis I thorough inspection prior to approval. l„ = �: olio! �� ` II .C I •� 3 "� T-A � KM1 '. ,f , �k ie �»�Ik,Mk AVE- — —i i... 1 l ti� .:- �, 111 I . x_45 a A c ��A c '• • w • r ♦ 1 • I - �[--- _-:.,•, 3E I • �s}ri e til pi 2,,3 M1�. - � Itlt�• _ �- �f — —ii 11119111111, _ rdiellill \ 2 - r � b,,, C.1 Village of Sugar Grove Sanitary Sewer System Map I • I 1 itL,c,1w,.vg •`— 1 FaovE1ale •i r— • E 1 11 "a T so„Tn AiE. I 'Tt-7. --11 1 P I ¢rack, c1 d I 7 -- z _�... i \ 1,1:, . . 1 1 1 1 11. 1 * • Village of Hampshire Sanitary Sewer System Map -.-:---4,-----i - ,_ _ - �, �' ---7As software becomes more modern, ----Jr- J‘,A the use of AutoCAD and GIS layers has \,x _- - A\ \�� e i� , I been incorporated in modeling. ;--;:c.`' ''\''\ _ - '‘\\e",<� Current software advances have led I. " \ ' ).,,,/\\ - to a breakthrough in technology. GIS �, y ' • ----.-�_ - - V` spatial and database attributes can be \\ ''' , 1: • c imported and this information serves �� \ �g , as a method of maintaining the GIS /\\-, Idatabase and working sanitary model. EEI has invested in Haestad Methods ‘‘,\\ / I SewerCAD software that utilizes such Village of Oswego Sanitary Sewer System Map technology. The spatial data from an AutoCAD file was imported into ISewerCAD and daily loading estimates could be tabulated and visualized. IEngineering Enterprises, Inc. m Consulting Engineers Sugar Grove,IL I 141 Geographic Information Systems and Mapping Transportation System Mapping ., 1 .... „ I ).$111 :,EXEC LN. `,,, wig gpiti OW 1 ,' o'er -- •RONPlo . ,• , •N - " "n'....1 ...."....'".....7 'Ill►t►•nr`.! V"Al. GALENA BLVp' FirI 1i I _ 1 SUGAR gk--- • 1 1 i- , ..... . .... 111•11=1 IN IIIIIMIND WNW/ NO°. I US ROU 56 1 • ILLINOI '•I. ERR RY�. 4. NNg11�11111®1 im_ -- NEIL RC. avow1 '°I l l i int � i i i l l i l i L Proposed and Existing Roads Along U.S. Rte. 30 in Sugar Grove I Local governments have noticed the Transportation mapping has helped engineers I increase in truck, commuter and local traffic and planners visualize the best possible along the growing urban fringe. Many scenarios for traffic flow. GIS can assist in transportation projects are currently in the the analysis of transportation mapping. Some I works for state and federal highways to GIS software packages incorporate network improve the flow of traffic throughout the area, analysis tools that utilize several data layers while it is still a planning issue for many local to come up with cost effective alternatives for I municipalities. To ensure that traffic routes road design. Using layers consisting of continue to develop in an orderly fashion, EEl elevation, land-use, protected areas has been providing transportation consultation (wetlands,flood-prone), a GIS can assess the and mapping services to local municipal data and produce supportive data and maps. I clients. IEngineering Enterprises, Inc. Consulting Engineers Sugar Grove,IL I I Iif Geographic Information Systems and Mapping Water Distribution System Mapping I A•t oavEn riiI�L�V I In 1996 Engineering Enterprises, Inc. was Jchosen by the Village of Oswego to help MILL AVE. • w 10 ' j , en n; 1 L J—;I automate their water distribution system I W' for modeling purposes. EEI performed a O LINE R.R. p" N' �`"�' massive overhaul of the paper maps, RAVE. ','- ' originally drafted by hand,and drafted them 1 _ • o' into a digital format to be later used in modeling the entire water distribution -,� system. The system was broken into 25 [WE NO716 separate sheets that also could be built I 6 into an atlas for public works personnel to 1 WELL N� S --- a ----"- _ 6 ��.� use in the field. The AutoCAD linework was 6 I , � „ -k . later imported directly into the Haestad 4 Methods WaterCAD software program - and the model was brought on-line. JCreation of a digital water distribution I M , system from the ground up has been M successfully utilized by the Village of a. , if. ........!. Oswego. I TERWILLIGER VE 6: 4" I Watermain Mapping in Downtown Hampshire r.r ' s H - Ione , , ,... irl 1 �. liptp.i, ■��* a ■aamr,' * 1I * / Irsiwww MeV V*4 I ■ ►•, c i a 1.1" '.1#1.'' HA 211 0 11111111111.9' L. ___j. L7_, BROMpJO • i it, G a .,, ¢ J 1 �N " �. AIN 11LJ --______ . 1 411t* .08, - .1111■. min i 1lipr EEI has been constructing water atlas maps that I breakdown into individual sheets for inventory by village Skeleton Watermain Map for Village of Oswego (see attachments) and city personnel for several of its local municipal clients. The digital information has also been easily developed into Imodeling software and can continually be updated as needed. The individual sheets have been extremely useful in examining existing and potential areas for new I watermain. Engineering Enterprises, Inc. ., .. Consulting Engineers Sugar Grove.IL I I I 1 KENOALL COUNtt 11.0-ELIME.0 • l r 1 d )fir I / 2000 0 2000 4000 k 'V / / scale feet I i 41011 .e. 411 I , k i_ _ 4„,„„)., .,..,, „ 1rI .fir: LEGEND �_ ,„*.ifitose __ WATER MAIN & SIZE `' i14IL A�' 4 HYDRANT 1 Li li D wpo® I • VALVE o0 � � �, CORPORATE LIMITS o FOVOVER / 1 1;4 6, 1 5 1 , / 1 1 • 3UTION SYSTEM MAP PREPARED ..-.. Engineering Enterprises, Inc. FORTME :•,T , Consulting Engineers TH1S MAP WS COMPILED FROM EXIS#.0. OF 52 Wheeler Road 1 VILLAGE RE •RDS AND MAPS asWEao BY: Sugar Grove, Illinois 60554 630/466-9350 COPYRIGHT©1997 ENGINEERING ENTERPRISES, INC. APRIL 1999 I 1111111 II= M — ME — MN = i■■ = I w NM w ■■ w OM — I 1111111111N Reilig Kg FA 1 lEvilians .k. ...........,tr , _, --77Bre WINNE envII r X11 �► , ' _1. 11 I 111111111 lingini IiiNi. '' ftifto. --- -14-1,44 ift* 441 ..114/1111111.7: 1111111Vistr 1 . 4 flikii• 14 Allill iii , ! a ohm aur &ow .; bit.thiv . _ . . 48. 41 a um spown iluti;. wal :. tvatfte, .4, ow, al amr ....1•41., Panisc Paw ct gymat,Artit.,,,t1 o R kintlik - -3 iii - g :. v �a O < 2 h i m o is < i 1 il e -)/ma -E-7"""- v Er7\�.jil ° "8 E kmign-li 1 -61 : i . .i, & .,. wr....,....„, 0 _,. . 0 maw t § 1. 111 ___: Engineering Enterprises, Ina VILLAGE OF OSWEGO WATER DISTRIBUTION SYSTEM MAP v\) ir '� Consulting Engineers 52 Wheeler Road KENDALL COUNTY, ILLINOIS ((31 i Sugar Grove, Illinois 60554 630/466-9350 I ill Geographic Information Systems and Mapping IZoning Mapping I -.. " - - Engineering Enterprises, Inc. (EEI) has �• Ili r �. been utilizing AutoCAD to draft Zoning N SRAt �� .�- .,, �.'=.�, maps for many of the local municipalities rn 1.,...-_+.i 1 1 ..1..1 . - - L1 that we represent. The Zoningcan then I soo N .:r_.r,._,._._7• mi be converted to GIS layers for display. 11 imurraimmr.Id 11111.III 1111 m11111N1 I=N1==2,a.--- -.1111.11111111..111111 rum:. „� A database can then be built for the art _.�_-_ _ eT =uu1111111111011111.1111111111 — ,•. ■__-� �Jl u n nmm�■u nm nm • F� /al _ inventory of zone type, total acreage, ® - � �� '.�1.■■�■■ 11■■■11::::�.1111 St = n1■■■u a.1■.■■11:111:.1:■ - location to major routes and potential — 'yi�7� =� _ .a ill.w nnnnnnC nn-m._n:� +3 ►= • Nur■ s -r.""�m1 r 1n11" ... flooding hazards. These maps can then .1.1........_,. 11,- .61 lll■■ImII1I dint 1?mum,. ...nm�■1 IF�0 BIN.._; \ll--..nn nmowI■1. _,®..�, 11,.1 ■m.■,u N. {� be used by municipal a n d vow ii 4 m■ 11...m■.r 11=m.mnml 1 r titiA '-a- 1.11.u..a..ue1 -, 1 administrative planners to solve zoning ■=nnu.m 1 muumuu= - ,.e■,�I,,I��N I,■�� M-, ��„., �®�� and permit issues. With the emergent ■;=.'n'et„4.1r►` •i,f::' ` dii'E nm■n■ nmm�. I growth of the suburban development, I :.a. n rug. i i pus/ �=� proficient zoning has become a priority. Tn ni a W -.--- _ ■meg 11111 if S Rod,. 72 I..N.mmIIIE l■■=' _ra ��, �.. : 27 The proper zoning plan allows local 1 1I Il11 k�, �. � ' community officials, engineers and I m n•al: ""�/.:n��•;�` i■� Y planners to effectively determine future2 ■ �� :i;.��i,.i: transportation, housing and 4•■�� ,�`k infrastructure needs. Maps are _ ®• ` . R2 \ generally updated on an annual basis �i �� - 1 N or depending on the needs of the �,��' �� municipality. I . A, 1 Downtown Zoning Map for Village of Hampshire I i EEI has made a major commitment to M_ 0 drafting and has self imposed CAD standards that adhere to AutoCAD work performed. These principles assure IiuIIAIIII!l� IIN!!IIIIII1III®11ngu1�1. WIIIIMEML that the data is performed in a �it 1P4A MI I 19 111111 consistent manner for ease in creation, ' fl • I.. 111111 1 !1 I ��/�� E. � i-- retrieval and stora e. This uniformit 4111,116.111r �ii��. '% �1 1.111 9 Y UiJ��/► d, lit 0-til c® .I; 11111. can become especially important when �A Ii III II: w`k r/ I III�i^: V IIIIIf a mass conversion is made into a GIS IN ' ■I■�!�1�n■1a_ - -01017.0 .■ tee. `I HEW ITno ” gl` ` un format. The structure that is generated V .— E . in the AutoCAD layering system can ' I I1111�1,N�1��1".Fir, SS 1m ,�m�i o often determine the initial database I ' .IIS I1Wu .11A111"1.11®11 SII M: fields for the GIS. This allows for GIS VAS Hu: urea- arm- — �( I��wl ) I 1 - ��`��//j�' �� _� -- iii ii� w �:1 I technicians to spend more time I � '��/11 managing the data and less time hi1•, cleaning the data. I A Central Downtown Sugar Grove Zoning Map IEngineering Enterprises, Inc. Consulting Engineers Sugar Grove.IL I I ' itif Professional Land Surveying IComplete professional Land Surveying Plats of Subdivision services for residential, commercial, industrial EEI offers plats of subdivision; plats of annexation; I and institutional land development projects plats of highway and plats of easement as necessary, range from individual site development to full- depending on the complexity of the development scale planned developments in excess of 100 project. These services include creation of legal acres. Our services are tailored to meet all of descriptions to ensure accurate documentation of I the requirements of our clients. new properties and easements. Boundary Surveying Construction Layout I EEI provides a full compliment of professional EEI is highly experienced in construction layout. boundary surveying including standard and Expanding on our expertise in plan production and ALTA surveys and right-of-way and easement CAD drafting, we transfer the electronic information I surveying. We utilize the latest in GPS and from office to field via our construction layout crews other electronic technologies. to make sure that projects are constructed according to plan. Our professional land surveying crews are Topographic Surveying experienced and able to identify and correct I EEI provides a full range of topographic problems before they become a serious impediment surveying services for use in land development, to the completion of a project. floodplain mapping and individual site I development. Construction Record Surveying and Drawings Upon completion of all construction activities, EEI I provides construction record surveying and drafting to fully document, in graphic and electronic format, the extent of improvements. 1 n . � y-a'? ,= w W 1+c asf -.war°° ;y ,z°,;priR•..- ',IX- 4,- •!�. S. . tib..,. a' ? •.i.-- -y'tys'n"gFw, ` 1 it ." S•Y.!�� .h ` G>\� J\ Engineering Enterprises, Inc. . . Consulting Engineers Sugar Grove.IL I I 41 Project Locations I WISCONSIN IILLINOIS O m Z BOONS McHENRY LAKE Z § LAKE MICHIGAN I UNION HAMPSHIRE- --, 1IEAST I OGLE BURLING IN 0 KANE DUNDEE DE KALB I MAPLE PARK DUPAGE SUGAR GRO �, '�"�y, ORA I LEE HINCKLEY MONTGOMERY COOK OS WEGO i 1 CI Z Q YORKVILLE O- Z J p KENDALL J z 111 LA SALLE WILL IGRUNDY I KANKAKEE LIVINGSTON I LOCATION MAP OF I GEOGRAPHIC INFORMATION SYSTEMS & MAPPING PROJECTS PERFORMED FOR MUNICIPAL CLIENTS I BY ENGINEERING ENTERPRISES, INC. =OFFICE LOCATION Engineering Enterprises,Inc. I Consulting Engineers IhilAl 52 Wheeler Road Sugar Grove,Illinois 60554 (630)466-9350 N.T.S. 1 Engineering Enterprises,Inc. Consulting Engineers Sugar Grove,IL Appendices I i Appendix A REQUEST FOR PROPOSAL ' Appendix B GOVERNMENTAL ACCOUNTING STANDARDS BOARD STATEMENT NO. 34, (GASB 34) OVERVIEW Appendix C SPECIFICATION SHEETS FOR AUTODESK PRODUCTS: ' - AUTODESK MAP (EXISTING) - AUTODESK MAPGUIDE - AUTODESK ENVISION ' - RAPID INTEGRATION TOOL (RIT) ' Appendix D GLOSSARY OF TERMS Engineering Enterprises,Inc. Consulting Engineers Sugar Grove,IL IAppendices I I I Appendix A REQUEST FOR PROPOSAL I I I I I I I I I I I I I Engineering Enterprises,Inc. Consulting Engineers I "' Sugar Grove,IL United City of Yorkville -, n o County Seat of Kendall County EST.% *iv 1836 800 Game Farm Road ,< fn Yorkville, Illinois 60560 ' O ti fl O Phone:630-553-4350 $1 . •, 4. Fax:63.0-553-7575 it L E NN' ' February 14, 2003 Mr. Jim Michels, President ' Engineering Enterprises, Inc. 54 Wheeler Road Sugar Grove, Illinois 60554 Re: Request for Proposal— Geographic Information System ' Dear Jim: The City of Yorkville is requesting proposals to create a Geographic Information System (GIS) for our public infrastructure. The system would initially be used to provide information on infrastructure constructed or acquired beginning in FY 03-04, thereby allowing us to comply with ' GASB 34 requirements. Eventually it would be expanded to include all other city infrastructure. The City of Yorkville already has a basic GIS system that uses AutoCAD Map software. We ' currently plan to use this software for the entire GIS system. Data for the potable water system has already been entered into the database. Data for the sanitary and storm systems, as well as roadway data, are incomplete or non-existent. ' Attached find a draft of the attribute data we feel would provide us with the information needed to comply with GASB 34, future IEPA's Phase II Stormwater requirements, and general planning ' needs. The GIS would also be used to create a utility book that our Public Works crews can take into the field. We anticipate that the bulk of this data will be input from existing plans for city projects and private developments that have occurred over the years. Some data may need to be acquired by sending out survey crews. Once the database is complete, it will be field checked and updated by city personnel, therefore you should plan on providing some training. ' If the Public Works Committee selects your firm, we would negotiate a contract to perform the work. If you are interested in being considered for this project, please submit the following information by March 7, 2003: ' 1. Name, description and descri tion of your firm. 2. Resumes of individuals who might be available for the project. ' 3. Previous experience (with dates) on similar projects. 4. Any comments or additional information you believe relevant. ' 5. A description of your approach to the project, major work items to be completed, estimated man-hours for each work item, and a proposed completion date. If you wish to meet prior to March 7h to become more familiar with this project, or if you have any questions, please call me at (630) 553-4350. ' Very truly yours, Joseph Wywrot ' City Engineer 1 cc: Tony Graff, City Administrator 1 1/31/03 DRAFT ' City of Yorkville GIS Database Requirements ' GIS to use AutoCAD Map software. We need to establish ID numbers to comply with GASB 34, and the software will do that for us, but we may want to use different ID numbers such as those already established by Deuchler for the sanitary system. Watermain Attribute data attached to pipe segments only, with the fields listed below. Hydrants and ' valves to be shown, but no attribute data attached to them at this time. • Year • Project Name ' • Location (Street Name) • ID Number • Diameter • Length • Pipe material ' • Polyethylene Encasement (Y/N) • Remarks Sanitary Sewer Attribute data attached to pipe segments and manholes, with the fields listed below. No information on sanitary service locations at this time. Sewer data: • Year • Project Name • Location (Street Name) • ID Number 1 • Diameter • Length 1 • Pipe material • Remarks Manhole data: • Year • Project Name ' • Location (Street Name) • ID Number • Internal Diameter ' • Material (precast, block, etc.) • Rim elevation • Deepest pipe invert elevation ' • Remarks I 7 ' Storm Sewer Attribute data attached to pipe segments and manholes, with the fields listed below. No information on storm service locations at this time. Sewer data: • Year ' • Project Name • Location (Street Name or Easement) ' • ID Number • Diameter • Length ' • Pipe material • Remarks ' Manhole data: • Year • Project Name • Location (Street Name or Easement) • ID Number ' • Structure Type (Manhole, Catch Basin, Inlet) • Frame Type (T 1 CL, T 1 OL, Beehive, etc.) • Internal Diameter • Material (precast, block, etc.) • Rim elevation • Deepest pipe invert elevation ' • Remarks Roadways ' Attribute data attached to roadway centerline. • Street name • Termini (cross street or dead-end) • Total number of lanes ' • Maintaining Agency • Year • Project Name ' • ID Number • Pavement width (E-E) • Curb (YIN) ' • Pavement Type (Bituminous, Concrete, Seal Coat, Gravel) • Pavement Structure (Bit/Conc thickness & Stone thickness) • Sidewalk (none, intermittent, one side, both sides) ' • Streetlights (YIN) • Remarks 1 1 ' Appendices I I Appendix B • GOVERNMENTAL ACCOUTING STANDARDS BOARD STATEMENT NO. 34, (GASB 34) OVERVIEW 1 Engineering Enterprises, Inc. Consulting Engineers ' Sugar Grove,IL 1 Overview riGAsB I Governmental Accounting Standards Board Statement No. 34, ' Basic Financial Statements—and Management's Discussion and Analysis— for State and Local Governments Statement 34 establishes new requirements for the an- Government-wide financial statements nual financial reports of state and local governments.The Statement was developed to make annual reports easier Financial managers will be better equipped to provide the to understand and more useful to the people who use MD&A analysis because for the first time the annual report governmental financial information to make decisions(or will include financial statements prepared using full ac- who may do so in the future): legislators, their staff, and crual accounting for all of the government's activities—not members of oversight bodies; investors, creditors, and just those that cover costs by charging a fee for services, ' others who provide resources to governments; and citi- as was previously required. Most governmental utilities zen groups and the public in general. and private-sector companies currently use full accrual Statement 34 is firmly rooted in GASB Concepts State- accounting.This approach includes not just current assets ment No.1,Objectives of Financial Reporting,published and liabilities (such as cash and accounts payable, re- in 1987. Some of those objectives affirm the importance spectively) but also capital assets and long-term liabilities of the information governments currently include in their (such as buildings and infrastructure, including bridges annual reports, whereas others call for new information and roads, and general obligation debt).Accrual account- to fulfill the unmet needs of decision makers. State- ing also reports all of the revenues and costs of providing ment 34 strives to meet those objectives by requiring gov- services each year, not just those received or paid in the ernments to retain much of the current information, in current year or soon thereafter. addition to offering new and different financial data.The Full accrual accounting will help governments meet two Statement accomplishes many of the objectives set forth important objectives of financial reporting from Concepts ' in 1987, and lays the groundwork for meeting the remain- Statement 1. It generates the information users need to ing objectives in the future. help them assess: ' Debuting New Information • Whether current-year citizens paid for the services they received in the current year,or if the costs of services were shifted to future-year citizens; The financial managers of governments are knowledge- • Whether a government's financial position has able about the transactions,events,and conditions that improved or deteriorated as a result of the year's are reflected in the government's financial report and operations. of the fiscal policies that govern its operations. For the first time, those financial managers will share their in- In addition, the government-wide statements should ' sights in a required management's discussion and analy- help users assess the extent to which the government has sis (MD&A) that gives readers an objective and easily invested in capital assets, including infrastructure. In readable analysis of the government's financial perform- short, the new financial statements should give govern- ance for the year. ment officials a new way to demonstrate their steward- The MD&A will provide an analysis of the government's ship in the long term in addition to the way they currently overall financial position and results of the previous year's demonstrate the short-term fund or budgetary focus. operations to assist the users of financial statements to The new government-wide statement of activities re- assess whether the government's finances have improved ports expenses and revenues in a format that focuses or deteriorated.The analysis will include a comparison on the net cost of each of the government's functions. of the current year to the prior year based on govern- The expenses of individual functions are compared to ment-wide financial information about assets, liabilities, the revenues generated directly by the function (for in- revenues, and expenses. In addition, the analysis will stance, through user charges or intergovernmental explain significant variations in fund-based financial re- grants).This will allow users to see the financial ben- sults and budgetary information, and will describe capi- efit or burden that each function places on the constitu- tal asset and long-term debt activity during the year.The ency of the reporting government.In other words, it will MD&A will conclude with a description of currently known show the extent to which secondary education or pub- facts, decisions, or conditions that are expected to have lic safety, for example, either contributes to or draws a significant effect on the government's future financial from the general revenues of the government. position and operations. (see page 3) I I Page 2 I Components of the New Financial Statements IStatement 34 establishes that the basic financial state- pared using the economic resources measurement ments and required supplementary information (RSI) focus and the accrual basis of accounting. for general purpose governments will consist of: • Required proprietary fund statements are a I Management's discussion and analysis statement of net assets, a statement of rev- enues, expenses, and changes in fund net as- sets, and a cash flows statement. ' MD&A will introduce the basic financial statements and • Required fiduciary fund statements are a state- provide an analytical overview of the government's fi- a statement of nancial activities.Although its status for reporting and changes in fiduciary net assets. auditing purposes is RSI, MD&A will be presented be- • Notes to the financial statements.The notes will pro- I fore the basic financial statements. vide information that is essential to a user's under- standing of the basic financial statements. Basic financial statements Required supplementary information I • Government-wide statements,consisting of a state- ment of net assets and a statement of activities. • A budgetary comparison schedule comparing origi- Prepared using the economic resources measure- nal, final, and actual information on the budgetary ment focus and accrual basis of accounting,these basis for the government's general fund and major I statements will report all of the assets, liabilities, revenues, and expenses of the government. Each special revenue funds is required.Governments are also required to present other types of data in RSI statement will distinguish between the governmen- based on previous GASB pronouncements. tal and business-type activities of the primary gov- • Governments that elect to use the modified I ernment and between the total primary government approach to reporting infrastructure will be required and its discretely presented component units by to disclose in RSI: the assessed physical condi- reporting each in separate columns. Fiduciary ac- tion of infrastructure assets(governments will per- ' tivities,whose resources are not available to finance form such assessments at least every three years, the government's programs, will be excluded from and will disclose the results of at least the three the government-wide statements. most recent condition assessments);descriptions • Fund-based financial statements,consisting of a se- of the criteria the government uses to measure I ries of statements that provide information about and report asset condition; the condition level at the government's major and nonmajor governmen- which the government intends to maintain the as- tal and enterprise funds.Fund-based financial state- sets;and a comparison of the annual dollar amount ments also will report information about a estimated to be required to maintain and preserve I government's fiduciary funds and discretely pre the assets at the condition level established by sented component units that are fiduciary in nature. the government, with the actual expenses for at - Governmental fundfinancial statements—includ- least the last five years. ing the general fund, and special revenue, debt I service,capital projects,and permanent funds— Special purpose governments that are engaged in will be prepared using the current financial re- only governmental activities(such as some library dis- sources measurement focus and modified ac- tricts) or that are engaged in both governmental and I cruel basis of accounting. business-type activities(such as some school districts) • Required governmental fund statements are generally will be reported in the same manner as gen- a balance sheet and a statement of revenues, eral purpose governments. Special purpose govern- expenditures, and changes in fund balances. ments engaged only in business-type activities (such I - Proprietary fund financial statements (including as a utility) should present the financial statements enterprise funds and internal service funds) and required for enterprise funds as well as MD&A and fiduciary fund financial statements will be pre- other RSI. I I I I I Page 3 Important features of the government-wide revenues by function (for example, public safety), al- financial statements though governments are encouraged to provide more I detailed information where relevant (for example, fire • Governments will report all capital assets, including protection). Program expenses will include all direct infrastructure,in the government-wide statement of net expenses; governments that allocate overhead and assets and will report depreciation expense—the cost other indirect expenses to individual programs will I of"using up"capital assets—in the statement of ac show the allocation in a separate column. tivities. • Special and extraordinary items will be reported sepa- - Infrastructure assets are not required to be depre- rately from other revenues and expenses.This way, I ciated if(1)the government manages those assets users will see if the government's conventional, re- using an asset management system that has cer- revenues and expenses balanced. tain characteristics and (2) the government can - Special items are significant transactions or other document that the assets are being preserved ap- events within the control of management that are I proximately at (or above) a condition level estab- either unusual or infrequent in occurrence,such as lished and disclosed by the government.Qualifying the proceeds from a sale of parkland. governments will make disclosures about infrastruc - Extraordinary items, by contrast, are beyond ture assets in required supplementary information government's control and are both unusual and in- I (RSI),including the physical condition of the assets and the amounts spent to maintain and preserve frequent, such as the cost of cleaning up a natural disaster. them over time. • The net assets of a government will be broken down Retaining and Improving the Familiar I into three categories—invested in capital assets, net of related debt;restricted;and unrestricted. The annual reports prepared until now divided financial -- Statement 34 defines restricted net assets as those information among a variety of categories or "funds." whose use is constrained by law (for instance, by These funds are established by governing bodies (such I constitutional provisions or enabling legislation) or as state legislatures or city councils)to show restrictions externally(such as by creditors or the laws of other on the use of resources or to measure, in the short term, governments). the revenues and expenditures arising from particular ac- I • The statement of activities will be presented in at least tivities. Because the users of financial statements con- the same level of detail provided in the governmental tinue to assess government accountability by determin- fund statements—generally, expenses and program ing a government's compliance with finance-related laws, ITypes of Funds The various funds used by governments fall into three broad categories—governmental,proprietary,and fidu- I clary. Each category encompasses several types of funds: Governmental funds track the ba- Proprietary funds report activities Fiduciary funds report assets that sic activities of government: generally financed and operated are held for others and that can- I • The general fund accounts for like private businesses: not be used to support the gov- ernment's own programs: those resources not required to • Enterprise funds account for ac- be in another fund. tivities for which a fee is charged • Pension (and other employee I • Special revenue funds track spe- cificto external users, such as an benefit) trust funds account for revenue sources that are electric utility. resources held in trust for the restricted to a specific purpose. • Internal service funds report ac- members and beneficiaries of • Capital projects funds follow the tivities that provide goods or various employee benefit plans. I resources used to build and ac services to other funds, depart- Investment trust funds track the quire major capital assets. ments, or agencies of the gov- portion of the government's in- • Debt service funds account for ernment, such as a motor pool. vestment pools that belongs to resources used to repay long- others. I term debt. • Private purpose trust funds re • Permanent funds report re- port all other trust arrangements sources legally restricted so that benefiting those outside the gov- t only their earnings,and not their ernment. principal,may be used to finance • Agency funds contain resources operations. held by the government in a tem- porary, purely custodial capacity. I I I Page 4 Irules, and regulations, Statement 34 requires govern- fund category or type(governmental or enterprise)and ments to continue to present financial statements with at least 5 percent of the aggregate amount for all gov- I information about funds. ernmental and enterprise funds. The focus of these fund based statements has been - Any other fund may be reported as a major fund if sharpened,however,by requiring governments to report the government's officials believe the fund is par- information about their most important or major funds, ticularly important to financial statement users. I including a government's"general fund."Until now,fund - Nonmajor funds will be aggregated in a separate information has been reported in the aggregate by type column. of fund, which obscures individual funds and thus often - Internal service funds will also be aggregated in a makes it difficult to assess a government's accountabil- separate column on the proprietary fund statements. I ity for a significant individual program or a particular dedi- • Fund balances for governmental funds will be segre- cated revenue. gated into reserved and unreserved categories. Pro- Another important objective of annual reports should prietary fund net assets will be reported in the same I be to provide a comparison of the inflows of a gov- ernment's resources with its outflows.Fund-based state- categories required for the government wide statement meats fof net assets.Proprietary fund balance sheets also will meats for governmental activities (generally, those sup distinguish between restricted and unrestricted assets ported by tax revenues)will continue to report the flow of and current and noncurrent assets and liabilities. I current financial resources (generally, cash and other • Proprietary fund statements of revenues, expenses, assets that can easily be converted to cash).These state- and changes in fund net assets will distinguish be- ments will still show the short-term performance of indi- tween operating and nonoperating revenues and vidual funds using the same measures that most govern- expenses. I ments use to manage their money (as opposed to theAn all-inclusive change in fund net assets will in- clude focus of the full accrual based government-wide capital contributions,contributions to term and statements). permanent endowments,special and extraordinary items, and transfers. I Important features of the fund-based financial • Cash flows statements will be prepared using the di statements rect method. • Interfund loans, interfund services provided and used, • To help users understand and assess the relationship interfund transfers, and other interfund activity will be I between fund-based and government-wide financial reported separately in the fund based financial state statements,governments will present a summary rec ments and generally will be eliminated in the aggre- onciliation that will show the interplay between the two gated government-wide statements. I types of statements. • Each of the fund statements will report separate col- Budgetary comparison schedules umns for the general fund and for other major govern- mental and enterprise funds. Major funds are those Demonstrating compliance with the adopted budget is an I whose revenues,expenditures/expenses,assets,or li- important component of a government's accountability abilities are at least 10 percent of the total for their to the public.Many citizens participate in one way or an- ' Effective Date and Transition Provisions The requirements of Statement 34 are effective in three In all cases, however, earlier implementation is phases based on a government's total annual revenues encouraged. I (based on the first fiscal year ending after June 15, Prospective reporting of newly acquired, con 1999), as follows: structed, or significantly renovated or improved infra- structure assets is required at the appropriate effective I date of the Statement.Retroactive reporting of existing • Governments with total annual revenues of $100 major general governmental infrastructure assets is million or more will apply the Statement beginning encouraged at that date.However,governments will be with fiscal years ending after June 15, 2002. allowed to report retroactively only major infrastructure I • Governments with total annual revenues of$10 mil- assets acquired or significantly reconstructed or im- lion or more, but less than $100 million, will apply proved during the previous 25 years, and are allotted the Statement beginning with fiscal years ending an additional four years beyond the effective date of the after June 15, 2003. Statement to do so. Furthermore, governments with I • Governments with total annual revenues below revenues under $10 million are encouraged to report $10 million will apply the Statement beginning with infrastructure assets retroactively, but may elect to re- fiscal years ending after June 15, 2004. port prospectively only. Page 5 other in the process of establishing the annual operating and deliberation by the GASB,during which it established budgets of state and local governments,and have a keen nearly three dozen new standards of governmental ac- interest in following the actual financial progress of their counting and financial reporting that form the foundation governments over the course of the year. of the new requirements. Governments will continue to provide budgetary com- In crafting the new guidelines,the GASB worked closely parison information in their annual reports. An impor- with the Governmental Accounting Standards Advisory ' tant change, however, is a requirement to add the Council,whose members are drawn from major organi- government's original budget to the current compari- zations of financial statement users, auditors, and son of final budget and actual results. Many govern- preparers.Highly placed state and local government of- ments revise their original budgets over the course of ficials from around the country are represented by mem- the year for a variety of reasons.Requiring governments bers of the National Governors'Association, the U.S. to report their original budget adds a new analytical di- Conference of Mayors,the National Conference of State mension and increases the usefulness of the budget- Legislatures, the National Association of State Audi- ' ary comparison. It will also allow users to assess the tors, Comptrollers and Treasurers, the Government Fi- government's ability to estimate and manage its gen- nance Officers Association, and other professional eral resources. groups.The financial community is represented by mem- bers of The Bond Market Association,the National Fed- ' About the GASB and This Project eration of Municipal Analysts, and the Association of Financial Guaranty Insurors, among others. Citizen The Governmental Accounting Standards Board is a pri- watchdog groups, accounting associations, academics, vate, nonprofit body responsible for establishing and im- and public power associations are represented by mem- proving accounting and financial reporting standards for bers of the Governmental Research Association, the the more than 84,000 governmental units in the United American Institute of Certified Public Accountants, the States (not including the federal government).These in- American Accounting Association, the American Pub- ' clude states, counties, cities, and other local govern- lic Power Association, and others. ments, as well as any organizations under those govern- The GASB also benefited from the counsel of a spe- ments' jurisdictions, such as public power authorities, cial task force assembled specifically to advise with the municipal hospitals,and state universities.Governments preparation of the Statement.Like the Advisory Council, t are required to follow GASB standards in order to obtain the task force's members were broadly drawn from the clean opinions from their auditors.The GASB operates GASB's user, preparer, and auditor constituencies. under the auspices of the nonprofit Financial Accounting The extensive due process applied to the development Foundation. The Foundation oversees and funds the of Statement 34 also involved reading and analyzing hun- ' GASB and appoints its members, as well as the GASB's dreds of comment letters, holding public hearings, and private-sector counterpart, the Financial Accounting conducting approximately forty focus groups with finan- Standards Board. cial statement users.The GASB is grateful for the input The new financial statement guidelines embodied in and assistance of the many people who shared their time ' Statement 34 are the culmination of many years of study and expertise to help craft the Statement. I IGovernmental Accounting Standards Board FINANCIAL ACCOUNTING FOUNDATION I401 MERRITT 7,P.O.BOX 5116,NORWALK,CONNECTICUT 06856-5116 Phone: (203) 847-0700 Fax: (203)849-9714 Web site:www.gasb.org I I I I I I I I 1 I I I I I I 6/99 1 1 Appendices 1 1 1 Appendix C SPECIFICATION SHEETS FOR AUTODESK PRODUCTS: - AUTODESK MAP (EXISTING) 1 - AUTODESK MAPGUIDE - AUTODESK ENVISION - RAPID INTEGRATION TOOL (RIT) 1 1 1 i i 1 1 1 1 i 1 i Engineering Enterprises,Inc. Consulting Engineers 1 "" Sugar Grove,IL 1 s -+"- '- it •' 'a �s• ; y- k ,�`-`-mss -.w-. ...-2-='7,::...,..-.:L= i4 ,r. .;"; ,�,. q+fila mo'-` i. °.14„,--341 q 1 0 I , fF.r�' .� ztk't /� _a p it '� '`H' v' c i �... -f--"''''' \kw r yee++L.,ty: ,it�;/1 �' ./ // N f 4 I Powerful Precision Mapping pP 9 I Autodesk MapTM 6 *4_ ;' t ,jI y I R _ ' IProductivity Gains Import and Export with Ease Work more efficiently with the new mapping Multiple data sets and many project contributors features in Autodesk Map software.Classification are facts of life,so data access,including read/ I helps you identify,define,and manipulate data in write,conversion,and editing in Autodesk Map a more intuitive way.You can annotate objects software,is more flexible than ever.You can inte- and display attributes and properties without the grate more of your legacy data via the enhanced I need to run a separate query.Autodesk Map has FME-based Import/Export Engine;directly read enhanced drawing cleanup features,and simpli- and write to database formats,including Oracle° fied topology capabilities make them easier to Spatial;and maintain data integrity.And Autodesk use.Users can work with multiple drawings,and Map supports all major raster formats.All these I multiple users can edit the same map simultane- feature enhancements make it easier than ever to ously.The Polygon object helps you create,edit, manage and integrate a wide variety of data,cre- and manipulate multiloop mapping polygons. ate compelling thematic maps,and use georefer- ' enced imagery. Accuracy Is Everything Autodesk Map software helps you produce engi- ' neering-quality maps your extended team can rely on. You can create highly accurate maps using simple COGO input options that are I accessible when creating any Autodesk Map linear entity,plus extract geometry information using inverse/inquiry functionality.Powerful features like double-precision floating-point I integer calculations and expanded support for more than 3,000 global coordinate systems help Taylor Technologies you generate the most precise maps possible. 5255 Dansher Road Countryside,IL 60525 I 888-390-6531 ext.2 www.taylor-tech.com I Features ► ��. a ,t ,k�.ro /Tar, +=new features Autodesk Map 6 a 1 + Identify and manipulate data more +Create and edit node,network,and poly- Purchase this software through your intuitively through object classification. gon topologies with enhanced tools. preferred Autodesk Authorized Reseller +Create highly precise maps using coordi- +Perform buffer,shortest and optimal path or Autodesk Authorized Systems Center nate geometry(COGO)input. trace,and flood analyses. (ASC).Find the reseller or ASC nearest + Prepare data for topology with enhanced • Perform thematic mapping easily with you at ' cleanup tools. wizard-style user interface. +Increase mapping functionality with the • Conduct polygon overlays and dissolves. For more information about Autodesk integrated multiloop Polygon object. Map 6,visit • Attach attribute information in Object ' Data or SQL tables while digitizing. • Generate clear thematic displays and • Edit map data with rubbersheeting,edge maps. and boundary trim,and more. • Save thematic mapping configurations ' using discrete and continuous data • separation. + Enhanced import and export capabilities • Plot professional-quality map books. for standard mapping formats,including ▪ Automatically generate legends and ARC/INFO°coverages and Export E00, north arrows. ArcView°Shape SHP,MapInfo®MIF/MID, and MicroStation®DGN,DXFTM,and Autodesk MapGuide®SDF. • Support for all major raster formats +Tutorials improve ease of learning. including MrSID®and ECW. • Autodesk Map software creates and • Link to ODBC-compliant databases, maintains design and mapping data including Microsoft°Access,SQL Server in either DWG or Oracle Spatial,for and Oracle. easy web publishing of maps using Autodesk MapGuide software. +Get enhanced coordinate system defini- o ® AMD-K6® tion and transformation. • Intel A Pentium^ III,IV or AMD-K6III based PC,450 MHz or higher +Choose from over 3,000 global systems o I or create your own. • Microsoft Windows a XP Professional, Windows 2000 Professional,Windows 98, • Transform maps instantly with different Windows Me*,or Windows NT°4.0(SP6 coordinate systems into your system. or later) • 128 MB RAM , • 1024x768x64K VGA display • Access multiple maps,even with different coordinate systems,in one work session. *Oracle Spatial functionality available • Access single or multiple maps for con- only on platforms supported by Oracle. current users. • Display thumbnail preview as you browse a list of files. +Annotate objects by displaying textual values and expressions intuitively. Autodesk,Inc. +Retrieve and render drawing data stored 111 McInnis Parkway in Oracle Spatial natively in Autodesk San Rafael,CA 94903 Map with enhanced tools. USA • Simultaneously query multiple maps Autodesk,Autodesk Map,AutoCAD,Autodesk MapGuide, and DXF are either registered trademarks or trademarks of from different coordinate systems. Autodesk,Inc.,in the USA and/or other countries.All other brand names,product names,or trademarks belong to • Alter object properties during queries. their respective holders. • Save routine queries for repeated use. o Copyright 2002 Autodesk,Inc.All rights reserved. 000000000000112721 1 ._,,,p-,--11,4,,,,,-., ..E ... "" ., 4a ' - ...444,0,11,!,,,,,,,F17,- ' - -,,,,,,,,,:= -,,f-1--. -,.' 1 ,,... ,-,- i , '---t".7 7.4 22, r� .......... ,..:.--;22 ,.. .,..,,,,2:,...,,,...,...,...„,..„,,,,,...„2„,_., Ikil.„-.2:„..-:...--.: ,..,... :,.T., „, - „..,,,2 cs. _ a., -#"a. is:... r....ilt.-0-frv.°W...'...-4,'''- ' . ,,,.. ,..40 t ., :,..,11...:.; , 1 414, __,,,.,,,_ . ; 4001,,,.... . _ i.,,,i_14,.4.,.,,,,,,,,,,,,,,,,,,,,,,...,t.,,,-::::/,:::::.,,,,,,:,..:.,..t:.,:,..,,,417,‘,,,,.:46.,:. .,,!; ,i,.._:,i,:,..,„.i:,1,,,,..,,,,,l.,:,_ ,,,..„,7 _ _. .......-..7.:::::.:.:::.,?i7).-,.....7..4. r-7,:-.. ;:—'01) +-- a Your GIS Data—Anytime, Anywhere I I Autodesk MapGuide°6.3 y db` x _ r -3 ' Faster Performance,Faster Results EasyInstallation,Quick Learning g Autodesk MapGuide 6.3 software is the fastest With all Autodesk MapGuide modules now I release ever.Enhanced data access and serving on one CD(except the optional Autodesk capabilities deliver maps quickly to Internet MapGuide LiteView),installation and deploy browsers,so users get the information they men are easier than ever.Wizards guide I need quickly.Superior data performance you through installation and configuration, increases user productivity and cuts operational so you can rapidly deploy applications. time and expense across your organization. And Autodesk MapGuide and Autodesk MapGuide LiteView feature improved I Flexibility for Developers Develo er Guides that help p you devise Support for open standards such as XML gives custom applications. you a more flexible environment for application I developmeand a tage of out nt of the box DWG supporintegration.Yout,can includingtakedvan- the new AutoCAD''2004,to extend virtually any prod uct that is compatible with this industry-standard I file format.Expanded raster and symbol format support improves cartographic design capabilities and provides interoperability with more data for- £ 'ti ' mats.And the Dynamic Authoring Toolkit provides powerful authoring control to your users. 4 I Features ► I I Autodesk MapGuide 6.3 I • Access live raster and vector data. • Access data directly from a wide array The Autodesk®Subscription Program • Buffer selected map features and anno of CAD and GIS data formats,relational is the best way to stay current with the I tate,mark up,or redline maps on-the-fly. databases,and spatial information sys- latest design technology—and to gain terns,including DWG,DXF',DGN,SDF, the benefits of simplified software man- • Select multiple objects by list,radius, SHP,and MID/MIF and Oracle9iT°,SQL agement and easy budgeting.For an polygon,buffer,and intersection. Server,Microsoft®Access,dBASE,and annual fee,you get access to Autodesk's I • Access layers,reports,and features with Autodesk®GIS Design Server(for a most recent software releases and a single click. complete list of supported data formats, enhancements that keep your design • Link map features and objects to multi- visit ), tools up-to-date and make the most of media documents,reports,and other web • Integrate georeferenced aerial photo- your software investment.With software I applications. graphs and satellite imagery in a variety extensions,downloadable e Courses,a of raster data formats,includingsingle contract number to manage your • Benefit from database driven,map ECW, software,and the option of Autodesk® p feature tips. MrSIDT®,GeoTIFF,and TIFF. I Direct Online Support,you can simplify • Specify print size,or scale your map your software upgrades and minimize automatically to fit the printed page. disruptions to your workflow.To learn • Control map elements for printing, • Create and modify maps and designs more about the benefits of the Autodesk for publishing with an easy-to-use Subscription Program,contact your including title,legend,scale,north arrow, I URL,and current date and time—even authoring interface. Autodesk®Authorized Reseller or visit add a logo mark. • Incorporate raster and vector data. • • Create depth and breadth for your I application by displaying multiple layers and contiguous files. Purchase Autodesk MapGuide software through your Autodesk Authorized • Customize onscreen pop-up menus. Reseller or Autodesk®Authorized • Get WYSIWYG display of authored maps. Systems Center(ASC).To locate the t • Display multiline text and labels from reseller or ASC nearest you,visit a live database. • • Create and modify Autodesk MapGuide For more information visit I symbol files to improve data organization and enhance cartographic design. • Import symbol styles and precisely control size,rotation,and placement I of symbols on layers. • Set layer properties with the drag- and-drop capabilities of the Map Explorer interface. I• Choose from over 3,000 worldwide coordinate systems. • Develop applications more flexibly I with XML support. For system requirements,visit t Autodesk,Inc. I 111 McInnis Parkway San Rafael,CA 94903 USA tAutodesk,AutoCAD,Autodesk MapGuide,and DXF are either registered trademarks or trademarks of Autodesk, Inc.,in the USA and/or other countries.All other brand names,product names,or trademarks belong to their I respective holders. Copyright 2003 Autodesk,Inc.All rights reserved. 000000000000112982 r- 4'...i-;''4'','i'.:::`:-r",„..„r;.,,7.,.,X..R.-,..'.„..'.1,:.'?:":-4,-&.9:-i?ii',::'C,i,lt7,,41':,,,4,, p. \\\‘‘,\\... vti, XX fJ } , tOdesk Envision' -',--1;):''„''.„-','';;'„'''''''''''''i,it'' '. Xft„\\' 'k'.,'-,'',„'''''''''.'''',',.*'-'1'1' lel Jr/ f{ ► . ;t..-.. i;itt, - ,,, . ' p/ i'To ,�= q , \iit - :7 , 1 ,„,,,,,... , ,,,,,,,,,„,...,,. , , 4,-- - 0 1 -7 ,,-- ' , f k. la `' `' _ ,i,k IData Analysis for Your Desktop and Tablet PC I Autodesk EnvisionTM 8 in::.,.:„,r,.;::;:,.:7::::::_:4''',r7,: _ ) r 1 1 I Simple,Flexible Data Integration Custom Application Development Make data integration easy.Autodesk Envision Get more from your software investment. software collects your mapping and engineering Developers have complete access to their data data into a single precise display—without the in Autodesk Envision software,so you can import I need for conversion—and gives you powerful your own tools for custom applications.An API markup tools.It supports the standard vector, based on Microsoft's.NET technology can help raster,and tabular data formats,including Oracle''' you integrate existing.NET web services,and you Spatial.Plus you can use LandXML to pass 2D can also automate tasks or personalize the user and 3D data smoothly between project phases. interface.For example,civil engineers and land scape architects can build applications for slope, I 2D and 3D Analysis and Presentation aspect,or visibility analysis,and infrastructure Autodesk Envision analysis tools help you managers can develop programs to analyze measure and buffer objects,search and query power networks. I objects for attribute information,and conduct "what if'scenarios.You can also view and orbit 3D terrain models,drape 2D data over digital ter I rains,and create fly-by animations.Civil engineer- ing tools help you calculate elevations and cut/fill volumes,run flood analyses,and more.And even ,,t nontechnical users can create high quality t` thematic maps for print or web publication. t. I 1 Features ► I +=new features Autodesk Envision 8 1 +An expanded API is based on Microsoft's • Calculate elevation difference and slope • Intel°Pentium"III 450 MHz or .NET technology to streamline and auto- between points. equivalent or AMD°processor mate tasks,personalize customer interac- • Calculate cut/fill volumes between (600 MHz recommended) tion,and add web services.New features surfaces. • Microsoft°Windows°XP Professional or include API tools for buffer and search Home,Windows 2000(SP2),Windows 98 functions. • Create"line of sight"3D perspective o ' viewsheds from any point. SE,or Windows NT"4.0(SP6a) • Conduct flood analyses. • 128 MB RAM(256 MB recommended) +AutoCAD°2004 DWG support • Query spatial and attribute data on • 1024x768x64 K display with 4 MB VRAM selected objects. (32 MB recommended) ' • LandXML support enables engineers to read this data directly without translation. . Generate buffers around objects. • Microsoft Internet Explorer 5.5 or later • • Load ARC/INFO®coverages and Export • Measure distance and area. 200 MB disk space E00,MicroStation°DGN,and Mapinfo° MID/MIF files. • Search,query,and manipulate attribute data in table format. • Choose from over 3,000 global systems. Purchase Autodesk Envision software • Zoom to objects linked to selected records. through your preferred Autodesk° • Get support for Oracle°Spatial,SDF, Authorized Systems Center(ASC)or and SHP. 1 Autodesk Authorized Reseller.To locate • Read most raster formats,including • Drape 2D data over 3D terrain models. the ASC or reseller nearest you,visit MrSID°and ECW. • Orbit 3D data and establish different • Integrate scanned microfilm or paper views and camera locations. For more information,visit maps into finished presentations. • Create fly-by and drive-through • Select objects by list,radius,polygon, animations of 3D displays. buffer,and intersection. • Create compelling thematic maps. • Save digital markups to RML files for integration with Autodesk Map'' • Set display properties like scale software and other products. dependencies. • Create high-quality maps even if you're ' a nontechnical user. +Tablet PC support includes handwriting and voice recognition,gestures,button sizing,ease of reading with ClearType • Generate reports based on project data. text,hotdocking,and more. • Use report generic templates or import custom LandXML reports for roads, 1 parcels,surface models,pipes,and more. • Bookmark displays for easy retrieval. • Use style sheets to create and save • Get support for thousands of worldwide custom templates easily. projections and coordinate systems. • Send high-resolution output to printing • Use thematic mapping to create visual- and plotting devices with print-preview izations based on feature attribute, and flexible control over output. object,or linked data using classification • Make maps that can be published to schemes that include individual values or ranges like quantile,equal interval, browsers and mobile devices with and standard deviation. server technology. Autodesk,Inc. 111 McInnis Parkway San Rafael,CA 94903 USA IAutodesk,AutoCAD,Autodesk Envision,and Autodesk Map are either registered trademarks or trademarks of Autodesk,Inc.,in the USA and/or other countries. All other brand names,product names,or trademarks belong to their respective holders. ©Copyright 2003 Autodesk,Inc.All rights reserved. 000000000000113016 I I 111 i ......000--- RIT i TAYLOR TECHNOLOGIES INC. gis.taylor-tech.com I Rapid Integration Toolkit (RIT)° for Web GIS and Web Facilities Management sites. I _ie!J (� ;ti+.S,I )1IvnPle ltep essm 3.ANLIb 1..'vkF'3Lt! F .lt% ��_ oxo e.m exnm•muemnrimroeeurnxnrrvxmvemorm:emwin I _ y em Menu ea:, 4 4 4' 4 .t 1m -♦ - _- • autod.tlC 1®• r What is RIT? 4'R .4 RIT is a web based application and environment. The "" ,.. `yam I powerful features in RIT take Web GIS functionality and ease of !'; - _ use to a new level. With RIT you can access any ODBC data source, perform administrative tasks, assign user rights,aturlk. ` ,\ �'\ ; .I>F'. I passwords. RIT has intuitive, easy to create, easy to use queries-#1 , and reports, all without programming. 4-4 ..,;•", 1117 wi ''''' =" : e *'' +t1%.°131.t. ;gym '. ^ Peaq -i $' 1 Who needs RIT? ®` ' ,. • Federal, State, Local Government agencies 1- I interested in Web GIS 1 I ®- r' # ` = • Hospitals, Insurance companies, anyone .--" interested in Web based Facilities Management „�,� .a w_. e..,._.., _h..•a..a..,d- .,.o..aw.:_I. r r....,, 17 - J�.»,�»oa..�- spa. 3wp Learn more about: I • Lower total cost of ownership (TCO) of your web GIS/FM site. I • Multi-level, secure, off-site administration. • Easy to create custom queries. • Easy to create custom reports. I • Dynamic, easily updated web sites. • Automatic access to all of your ODBC data shares. I • All of the above with no programming required. I 4 "RIT" Copyright © 2002 Taylor Technologies, Inc. I This is published work containing Taylor Technologies,Inc.'s confidential and proprietary information.Disclosure,use,or reproduction without authorization of Taylor Technologies,Inc.is prohibited. RIT Awareness floc 1/29/2003 Page l of 1 I ' Appendices 1 Appendix D GLOSSARY OF TERMS 1 1 1 1 Engineering Enterprises,Inc. Consulting Engineers ' Sugar Grove.IL Glossary of Terms The following terms are used in various portions of the text of the Proposal. Readers have varying levels of GIS and Mapping understanding and we feel that this Glossary of terms is ' provided to explain the meaning of some of the terms that are commonly used in common GIS and Mapping literature. ' Analysis — The use or manipulation of data or files to model suitability. For example, analysis in GIS might be used to find the optimum location of a new road from land use, soils, and elevation data. ' Attribute — A characteristic of a geographic feature described by numbers, characters, dates, and images and is typically stored in tabular format. For example, the attributes for a pipe might include diameter and length of run. Cadastral — A survey, map, or plan on a large scale so as to represent the relative positions and dimensions of objects and estates exactly, unlike other maps that exaggerate dimensions of houses, ' breadth of streams or roads for the sake of distinctness. Data — A collection of related facts usually arranged in a particular format and gathered for a particular purpose. ' Database — A collection of related files organized for the efficient retrieval of information. A GIS database includes data about the spatial location and shape of geographic features recorded as ' points, lines, areas, pixels, and grid cells, as well as their related attributes. Dataset — A feature representation of a CAD drawing or GIS layer. A feature dataset comprises ' feature classes representing all the points, lines, polygons, or annotation in the drawing or layer. For example, a drawing may contain two line layers representing roads and parcel boundaries. The dataset's line feature class represents all features in both the road and parcel boundary layers. ' dFIRM — The digital version of the Flood Insurance Rate Map released by the Federal Emergency Management Agency (FEMA). This is often utilized by planners and engineers for development purposes. Digital Orthophoto Quad (DOQ) — A digital capture of a aerial photo geo-referenced for display ' in a GIS system. These are generally taken from a satellite or airplane camera. Digitize — The process of converting the features on a paper map into digital format. When you digitize a map, you use a digitizing tablet, or digitizer, connected to a computer and trace over features with a digitizer puck, which is similar to a mouse. The x,y coordinates of these features are automatically stored as spatial data. ' Format — The pattern into which data is systematically arranged for use on a computer. A file format is the specific design of how information is organized in the file. For example, AutoCAD has specific, proprietary formats used to store layers, DLG, DEM, and TIGER are geographic datasets with different ' file formats. Engineering Enterprises,Inc. ..+ Consulting Engineers ' Sugar Grove,IL Glossary of Terms GIS — An organized collection of computer hardware, software, geographic data, and personnel designed to efficiently capture, store, update, manipulate, analyze and display all forms of geographically referenced information. GPS — A system of orbiting satellites used for navigational purposes and capable of giving highly ' accurate geographic coordinates using hand-held receivers. HEC-RAS — Hydrologic Engineering Center— River Analysis System. Software released by the U.S. ' Army Corps of Engineers to model stream channels based on characteristics of the watershed and channel. ' Layer — A collection of similar geographic features such as rivers, lakes, counties, or pipes of a particular area or place for display on a map. A layer references geographic data stored in a data source which defines how to display it on the computer screen. You create and manage layers as you ' would any other type of data in a database. Map Projection — A mathematical and/or geometric method used to transfer the spherical surface of the Earth onto a flat surface such as a map. Many different map projections exist, each with its own advantages and disadvantages. Network — A special type of line entity used to represent interconnected lines that allow for the flow ' of objects (for example, traffic) or information (for example, telephone calls). Query — A question or request for selecting features. A query often appears in the form of a ' statement or logical expression. In a GIS a query will contain a field, an operator (+, <, etc), and a value. Spatial —Anything pertaining to the concepts of space, place and location. Thematic Maps — Maps pertaining to one particular theme or subject. Topology — The geometric relationship between objects located in space. Adjacency, containment, and connectivity can describe this. 1 Engineering Enterprises,Inc. .:.••* Consulting Engineers ' Sugar Grove,IL 1. Page 1 of 4 REVISED 2-25-03 UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE MEETING MONDAY, DECEMBER 23, 2003 6:30 P.M. In Attendance: Alderman Larry Kot Alderman Joe Besco City Engineer Joe Wywrot Public Works Director Eric Dhuse Guests: Residents Ken and Roxane Greismann APPROVAL /CORRECTION OF MINUTES JUNE 24, 2002 AND AUGUST 26, 2002 These minutes were approved. NEW BUSINESS: CANNONBALL HILL— LETTER OF CREDIT REDUCTION #3 City Engineer Joe Wywrot stated that this subdivision is completely built out and that there are no vacant lots. He said that Alan Norton had requested the letter of credit be reduced. There was a change in policy to reduce the letter of credit prior to acceptance to 15%. That would reduce it to $82,000. He said that they were unable to accept the punch list because Mr. Norton had not completed it, but felt that the reduction was appropriate. This item will go to COW on January 7, 2003. FOX HILL SUBDIVISION ACCEPTANCE Mr. Wywrot stated that he had received several letters from Paul Dresden in early December requesting acceptance of Units 1,2, 3, 4, 6, and the Rt. 34 Improvements. Mr. Wywrot said that he had gone and checked on the punch lists for these units and found that they were not completed. He recommended not accepting anything until these punch lists are completed. Mr. Wywrot said there was a verbal agreement between Mr. Dresden and JT about Mr. Dresden helping to supply the labor for the B-boxes in Unit 3. Mr. Dresden is now stating in his letter that he feels that it is not their responsibility at all. It has never been the responsibility of the City. It would only be the City's responsibility after we would accept maintenance. Alderman Besco stated that until the punch list is complete, the City should never replace a B-box unless it is something of the City's doing. Mr. Wywrot said that there are no letters of credit for Units 1 and 3, and that they had expired years ago. There are letters of credit of the other units. . Page 2 of 4 REVISED 2-25-03 Mayor Prochaska suggested checking what legal options would the City have to this problem. Mr.Wywrot suggested that if the City Council feels the developer is responsible for B- boxes, we could hire out a contractor to fix the B-boxes and pay him, but send the bill to Mr. Dresden. Alderman Besco suggested getting an opinion from Attorney Dan Kramer. This item will go to COW on January 7, 2003. HEARTLAND PROFESSIONAL BUILDING PLAT OF EASEMENT Mr. Wywrot stated that there are easements needed for a water main, ingress and egress, and also for a sidewalk easement along McHugh Rd. Mr. Wywrot said that he has reviewed this revised plan and suggests approval. This item will go to COW on January 7, 2003. METER COSTS Public Works Director Eric Dhuse stated that it is time to update the costs to update the meters. See attached. With the new developments coming in, it will help pay for 1 for every 5 meters. This will be included on the building permit. He said that right now we are losing money on some of the outdated meters. Mayor Prochaska suggested getting an opinion from Attorney Kramer to verify things would be fine legally. Mr. Dhuse will write a memo to Attorney Kramer for his opinion. This item will go to COW on January 7, 2003. ENGINEERING AGREEMENT— COUNTRYSIDE INTERCEPTOR This item pertains to the memo submitted by Mr. Wywrot about the engineering agreement with Walter E. Deuchler Associates Inc. See attached. Mr. Wywrot stated that the costs are 2 times as much and salaries are 10% more than with the agreement at Blackberry Creek, with costs running to $390,000. He said that engineering costs are reimbursable from YBSD. Mayor Prochaska suggesting talking with the YBSD to see if this would also cover the costs for the design. Mr. Wywrot will speak to Ralph Fister of YBSD to verify this agreement. This item will go to COW on January 7, 2003. Page 3 of 4 REVISED 2-25-03 YORKVILLE —BRISTOL SANITARY DISTRICT AGREEMENT—RADIUM COMPLIANCE Mayor Prochaska stated that Attorney Roy Harsch has put together an agreement to help make the YBSD more comfortable with a less expensive design. See attached. Mayor Prochaska pointed out that the radium increases in sludge costs would go to the City. There was also an issue with Class A sludge, which is considered a high quality sludge with low radium, and if it could be sold as fertilizer. It was pointed out that Fox Metro accepts these kinds of wastes, and that they lease it out to farms for land supply. Any costs of disposing the sludge would go to the City. This item will go to COW on January 7, 2003. OLD BUSINESS: PROPOSED HEARTLAND REGIONAL PUMP STATION—DEUCHLER PROPOSAL FOR PRELIMINARY ENGINEERING SERVICES City Engineer Joe Wywrot stated that there is language in the annexation agreement with Heartland, that if the City proceeds with the construction of the regional interceptor that Heartland will pay their fair amount of the bill. Mr. Wywrot felt it would be a very good move to proceed with this project. In order to build the lift station there, two easements would be needed from Dale Woodworth and Mr. and Mrs. Greismann. Mr. Wywrot said that they have met with an attorney to discuss the proceedings of the easements. Mr. and Mrs. Greismann responded with a letter stating their concerns and what they would like to see happen with the conditions and the terms of the easement agreement. Mr. Greismann expressed his concerns about how it might effect the creek bed and trees in the area. Mr. Wywrot said that he would call Mr. Greismann and would make plans to walk the area of where the easement will take place and go over the details of it's order. Mr. Greismann asked if the City builds the sewer, are the residents still responsible for the maintenance of the road. Mr. Wywrot said yes, the residents of Quincy Lane would take over the responsibility for it because it is a private road. Mr. Wywrot recommended getting the easement. Quinsey Lane would be widened for a distance of about 1,000 feet. The price would cost about $15,000 to widen the lane. The committee agreed. This item will go to COW on January 7, 2003. HEARTLAND LIFT STATION EASEMENTS This item pertains to a proposal from Deuchler Engineering to do preliminary engineering and alignment along both the Griesmann and Woodsworth properties. The proposal listed a budgeted amount. Mr. Wywrot said that if the plans to do the easements Page 4 of 4 REVISED 2-25-03 go through, then it would make sense to get the preliminary engineering and cost estimates. Once the estimates are in then they could make the decision whether to proceed or not. Mr. Dhuse commented that it would help Public Works out by eliminating outdated lift stations and upgrading some and eventually put in one central lift station location. Mayor Prochaska asked how much money would they receive from Heartland to proceed with this project. Mr. Wywrot said that in the Development Agreement with Richard Marker is they would pay their proportionate share based on PE loading. The agreement is with Heartland Circle not Heartland in Yorkville. This item will go to COW on January 7,2003. ADDITIONAL BUSINESS: TRAFFIC SIGNAL MAST ARMS (ROUTE 34/GAME FARM ROAD) Alderman Joe Besco asked about the progress of the mast arms. Mr. Wywrot said that he had spoken with the company in Joliet and that they had been shipped out but would call him when they should be in. DEVELOPERS ADVERTISEMENT SIGNS Mayor Prochaska pointed out that the developer signs along the right of way side of the roads looks cluttered. He suggested checking with the building code. Alderman Besco said he would like to see something done about that. Mr. Dhuse said that he would talk to Bill Dettmer about the problem. Meeting adjourned at 7:50. Minutes by Theresa Brady. Revisions by Jackie Milschewski, City Clerk Page 1 of 10 UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE MEETING MONDAY,JANUARY 27,2003 6:30 P.M. In Attendance: Alderwoman Rose Spears Alderman Richard Sticka Alderman Joe Besco Public Works Director Eric Dhuse City Engineer Joe Wywrot Guests: Resident Sandra Partin APPROVAL/CORRECTIONS OF MINUTES: None NEW BUSINESS: Sunflower Estates Unit 3—Bond Reduction#1 City Engineer Joe Wywrot stated that this was a standard bond reduction from Inland. He said that they have the roads built now and that they are changing the reduction amount from 25%to 15%. They have all but agreed with the developer's request, but Corn Ed hasn't put in utilities yet. Without the poles up there is no cable. He said he is recommending a reduction of $434,407.83. This item will go to COW on February 4, 2003 and then it will go to consent agenda on February 11, 2003. Yorkville Business Center Units 1,2, & 3—Letter of Credit Reduction Mr. Wywrot stated that he did not recommend reduction for Unit 1 because the project is not yet built.He said that he is recommending some minor reductions for Unit 2. He said that the City ended up losing tens of hundreds of thousands of dollars in Administration's fees. Inland mislead the City into signing the plans early because Inland told the City that C &J Insulation was threatening to move out of town and that they needed to have the plans quickly approved. The former Administrator at that time took Siebert's cost estimate of$162,655 and bumped it up 15%. The final estimate should have been 5 times higher. The Administration fee is based on the letter of credit amount,which is the reason for the big loss. He said that they shouldn't approve plans and sign plats before their time. It is too late to do anything about it because the Administration had voted on the approval for the bond. He suggesting making sure that this never happens again and that the city lost out on a significant amount of cash. Alderman Sticka asked how they could prevent this from ever happening again. Mr.Wywrot said not to approve a plat before the engineer's estimate and plans are approved. He informed that the bond was posted and that they had done a lot of work, but the net reduction is only ten thousand dollars. The bond should have been much more, but it never was.Now it can be reduced to the figure of$174,267.28, and that is what he recommended. Alderman Kot asked if that was where the bond should be today. Mr. Wywrot answered yes. Page 2 of 10 Alderman Besco suggesting having a policy that would make so the committee cannot vote for approval of bonds until they have the engineer's estimate in their hands. He thought that with such a policy it would help to make sure there would be no more incidences like this one. Alderman Sticka agreed and added that when staff gives these types of requests to them that they listen to the staff and their opinion.Aldermen do not have the qualifications to come up with their own cost estimates. Mr. Wywrot said that dollar amount lost was $12,000 in Administration Fees. Mr. Dhuse commented that now the bond is where it should be. Mr. Wywrot added that once Inland gets the plats recorded and the plans approved,they do end up getting the job done. Regardless,there are some things that happened here,that should not have happened. Alderman Kot said he wants to make sure that this never happens again. Mr. Dhuse said that there hasn't been another incident like this since 2000, and that the Council has been very conscious about it.If Mr. Wywrot is on vacation at a time when bonds need to be approved, then nothing gets approved until Mr.Wywrot is back and has the time to review it. Mr. Wywrot stated that they did receive the appropriate Administration fee for Unit 3. He commented that Inland has done a great amount of work there,and the bond can be reduced to $210,538.98. The remaining amount would be $147,336.35.He recommended that this bond also be reduced. The committee agreed to approve Units 2 & 3 letters of reduction. This item will go to COW on February 4, 2003. YBSD Easement for Sanitary Sewer River Crossing This item refers to the memo submitted from Mr. Wywrot to City Administrator Tony Graff. Mr. Wywrot stated that the Sanitary District needs to put in a large sanitary sewer across the river. It will come across the opposite side of Adams Street and then cross the Corlands property, which the City is buying from them. Alderman Besco asked about conditions in the agreement of building on the Corland land. Mayor Prochaska said that Attorney Dan Kramer had written a paragraph that went with the agreement to Corland for this specific purpose. Alderman Kot suggesting researching this. He pointed out that the last paragraph in the letter from Park and Rec. Director Laura Brown had indicated that the IDNR might require an environmental assessment. Mr. Wywrot commented that Mrs. Brown was certain about that. Alderman Kot asked if it would something that could tie the project up. Mr. Wywrot said that it will be something to have to work through, but isn't insurmountable by any means. Mr. Wywrot recommended going through with this project. He said that he sent a copy of this memo to Walter Deuchler Associates, Inc., so that they could get going into checking what might be required to get any sign-offs from the IDNR for the easement. He also checked with them about the existing siphon chambers, and they intend to keep the old siphons as a back up. I 1 Page 3 of 10 This item willo to COW on February4, 2003. g Van Emmon Street Repairs This item is in regards to the County and their plans to do street repairs to sections from Rout71 to the City's eastern city limits. They wanted to know if the City would be interested in participating in the project that would extend work to Route 47. Mr. Wywrot stated that Fran Klaas had called him and said that this would be a great opportunity especially since there are plans to put in the water main. In order to get back on the County's project there might be some things that need to be done in house or tack on to other projects like curb and sidewalk replacements through the other annual projects. Mayor Prochaska asked if this was an overlay project. Mr. Wywrot said that it was but the County project was basically going to be primed, patched and over-laid, and that would be it. IDOT will not allow the County to expand the scope for the work, so the other work we would have to do ourselves. This would include the water main project, sidewalks and B-boxes. Mr. Wywrot requested approval from the committee to send this item to COW to add to the Capital Improvement Program. Alderman Sticka asked if the City would be using the same contractor as the County. Mr. Wywrot said they would. The County would do all the bidding for it. It would be bided out as one single project; one contractor and the County would over see all of it. There might need to be an inter- governmental agreement. The County will pay the contractor and the City will fund its portion of the project. Alderman Kot mentioned a complaint he received from residents about a water drainage problem between Heustis and Mill streets. Mr. Wywrot said that it might be one of the projects that IDOT would not allow to incorporate into the project, so the City would need to take care of that. Mr. Dhuse stated that it was a project that they were going to take care of. They have plans to straighten out the ditch there. This item will go to COW on February 4, 2003. Fox Hill— 1728 John Street Resident Sandra Partin of 1728 John Street had sent a letter to City Engineer Joe Wywrot requesting the removal of a fire hydrant that sets precariously at the end of her driveway. She said that the driveway curves around the hydrant and ends up in a blind spot. She said that her tire popped and that she has car damage from striking the hydrant while backing out of the driveway. Alderman Sticka asked if she was the original home- owner. Mrs. Partin said yes. She claims to have asked the builders(Innovative Builders), if the hydrant would be in the way once the house was built. She said the builders said that it wouldn't. City Engineer Joe Wywrot commented that the home is set on a corner lot off from an eyebrow cul- de-sac and that there are limitations of where that driveway can be. He stated that if he was living there he would want the driveway going out to the cul de sak,but unfortunately the hydrant is placed there. Page 4 of 10 Alderman Joe Besco asked if was a roll over curb. Mr. Wywrot said yes. Mrs. Partin stated that they had asked the builders if they could flip the house so that the driveway would have been on the opposite side but they told her that it couldn't. Alderman Sticka asked if the house could have theoretically been designed so that the house was on the other side. Mr.Wywrot said that Innovative Builders probably has models that are designed in certain variations of it and it didn't work out. Alderman Sticka asked if there could have been anything that forced the driveway to be put on that side, or if the geography of the lot might have affected what side the garage would be placed. Mr. Wywrot said no,that it was based on choices. Alderman Besco asked Mrs. Partin if she had mentioned anything to Innovative Builders after the house was built. She said yes and they said that there was nothing they could do about it. She said that is why she wrote to Mr. Wywrot to ask if the City could move it. Public Works Director Eric Dhuse informed the committee that that part of Fox Hill does not belong to the City, and therefore couldn't touch the hydrant. Mr. Wywrot asked that if they could have the authority to move it,would they. Alderman Larry Kot stated that over a year ago they had a very similar request for a hydrant removal in the old part of town. They told the resident of that home that since the hydrant was over 100 years old the City wouldn't touch it unless there was an incident where the water main there were to break. He said the difference with that incident and Mrs.Partin's problem is that her home is in a new development. Alderman Kot expressed his concern about the situation. He asked if there was anything that Dresden could do about it. Mr. Wywrot noted that the hydrant was there before the house and if anyone should be responsible for it, it would be Innovative Builders. In his opinion the builders should have realized the problem and advised the homeowner to switch lots or make changes with the plans. Alderman Besco commented that the builders should have known it was going to be a problem when they dug the hole for the home. They should have known where the garage was going to be even before then. Alderman Kot stated that it should have been common sense. Alderman Sticka suggested putting in ballards around the hydrant. Mr. Dhuse the ballard would actually do as much or more damage to a car. Alderman Kot asked why it was too late to approach the builders. Page 5 of 10 Mr. Wywrot said that the homeowner has already paid the builders so they might not feel responsible for it and the homeowner would have to decide if it is worth going to court over. He also said that he doesn't know whether or not she would win. Alderman Joe Besco asked if this was an undertaking whether by the homeowner or whoever what would it cost. Mr. Wywrot said it could cost$3, 000-$5,000 to move the hydrant.It would also depend on where it was located. He asked Mrs. Partin how much room there was between the pavement at the pedestrian trail near her home and the hydrant. Mrs. Partin thought it was between 10— 15 feet. Mr. Wywrot said that if there was enough room,that it could possibly be moved. He mentioned that there was a similar situation in Sugar Grove and the town told the builder that the builder would be responsible for moving the hydrant there. The homeowners there still had leverage because they had not yet paid the builder in full. Alderman Besco asked if Bill Detmer does the inspections for sewer hook—ups to the foundations. Mr. Wywrot said yes and that he did see it but it was already too late by then the foundation was already in. He said that he did check with the building department and there was no way of how this could have been caught. It is assumed that people use common sense when placing hydrants in place and do not put a garage in way of a hydrant. Alderman Besco commented that with the builders they have coming into the City right now that they might consider setting a standard for where hydrants are placed, since they are seeing more and more of this kind of thing. He felt it would be a safety issue. Mr. Wywrot stated that they do have some standards of where a hydrant cannot be located such as 10 feet from a tree or streetlight. Alderman Sticka pointed out that that this standard is imposed on developers but another one should be imposed on builders. Alderman Besco agreed. Mr. Wywrot said that he would check into the standards to see if it says anything about how far a hydrant can be placed from a driveway.He said that standard would apply to a builder as much as a developer. There might be a code in the books on that. It would still be a matter of going to Innovative Builders and telling them that they did not apply to that particular city ordinance. Alderman Joe Besco pointed out that if by ordinance the driveway cannot be within 2 feet of the hydrant, in this case the builder just moved the driveway over. Alderman Sticka said that they need to research the ordinance to see what it says. He felt that maybe there should be an ordinance that states some distance between a driveway and a fire hydrant. Alderman Kot suggested that the builder may have seen the ordinance, and thought he may have complied, and this is what we end up with. Page 6 of 10 Mr. Dhuse suggested that when the builders come in for a permit for the engineering plans,that they should show where drives will be put in.As of right now they do not have to show that in their plans. If they show it then somebody can review it for approval. Mr. Wywrot stated that the letter from Bill Detmer indicated that from the building department's perspective nothing was done incorrectly. In other words the builder or the homeowner didn't violate any building codes. Alderman Kot agreed with Alderman Besco in that they should get some input from Attorney Dan Kramer. Alderman Kot asked what kind of crew and how long would it take to move the hydrant. Mr. Dhuse said that it would be an all day job. He also expressed his concern about the water pressure since the hydrant is connected to main. The main would have to be turned off, and most of the approach would need to be torn out. With all of that it could turn into a 2 or 3-day job. He also pointed out that it isn't the Cities hydrant and they cannot touch it. Mrs. Partin asked if she should go to the builder and request them to move it. Alderman Kot told Mrs. Partin that the committee would send her request to the City Attorney to review and get his opinion. He told her she might receive a letter from the attorney stating that the City is not liable, and then she could present that to the builder. This item will come back to the next Public Works meeting on February 24, 2003. Water Reports for December 2002 It was reported that there due to weather conditions there were 2 water main breaks and 210,000 gallons of water lost on the first break. Public Works Director Eric Dhuse said the second break happened today and it took a long time to fix. The total amount of gallons of water lost there hasn't been determined yet. Alderman Kot asked if there was any reason for such a significant drop in water usage in December. Mr. Dhuse said it was simply related to the cold weather.People do not seem to use as much water during that time. Alderman Besco mentioned that with the weather fluctuating that there might be more water main breaks. Mr. Dhuse said that could be the case. Also discussed were the water meter repairs and replacements that were attached to the water report. Mr. Wywrot pointed out that many meters replaced were new. Mr. Dhuse said that they do return them and get credit for them. This item will go to the next COW on February 4, 2003. Truck Orders Mr. Dhuse reported that this was in regards to the big truck being ordered. It is a new 5 —yard, single axle dump truck. He said it was ordered in January and they should have possession of it Page 7 of 10 by October. He said getting help from the Capital Improvement;they were able to keep up with replace the old trucks. By keeping the newer trucks serviced they are more dependable than the old trucks. He said that it is bid is through Prairie International. Alderman Kot mentioned that it was budgeted on the 5-year plan. Alderman Besco asked if there was anything specific that Mr. Dhuse was looking to purchase in the future. Mr. Dhuse said if there are some new developments coming in,they might need to look at purchasing a good size trailer for hauling around equipment, and a small trap machine. Mr. Wywrot asked if the truck would be kept indoors. Mr. Dhuse said yes. This item will go to COW on February 4, 2003. Ordinance Vacating Utility Easement on Lot 1,Block 2 in Fox Industrial Park Unit 1 Mr. Wywrot stated that this was related to the Burkes Drywall Development on Rout 47 off from Beaver Street. He said that when Fox Industrial Park Unit 1 plat was recorded 30 years ago there was an easement along the south line of lot 1. See attached. That needed to be vacated in order to allow a building to be built there. He recommends vacating that easement since there is nothing there that he is aware of.He also recommends that it be handled as one easement that they need to get dedicated to the City for that development. The easiest way to deal with this is a plat. Burkes Drywall still needs to speak with Attorney Dan Kramer for his opinion. Alderman Kot agreed that it should be done all at once. Mayor Prochaska asked if Burkes Drywall is re-platting. Mr. Wywrot said no,that it is a Plat Act Exemption. It is a sight plan that is approved at staff level,with the acceptance of these easements. This item will go to COW on February 4, 2003. Revised Engineering Agreements with EEI for Water Improvements Alderman Kot stated that he had asked Administrator Graff to see if they could get EEI to come to the next COW meeting to give an update of the project. He said originally they were going to have EEI come to tonight's meeting, because of the changes taking place and the agreement that is changing with them. Mr. Wywrot elaborated on the situation as said that the City will be saving a lot of money by going back to cation exchange, but that they need to come up with a new engineering agreement to reflect that. He said that they would also need to change some of the water main routing through town to redistribute the water because the plant is at a different location now. He said with the Highland and Wind Ridge development agreements were approved. We obligated ourselves to construct some water improvements down there which include a new reservoir and booster station. He stated that with the coming of new growth that we need more pumping capacity very soon. For that reason they asked EEI to include engineering for a new well in the south zone and to get wells in each pressure zone eventually. Alderman Kot asked if the estimated costs on page 2 was for the full project. Mr. Wywrot said yes, it would include: 1) The North Tower 2) The South Tower at the Highlands 3) Radium testing Page 8 of 10 4) Water mains through out town 5) Replacement of some old water mains 6) The scata system Mr. Wywrot said that he informed EEI to be prepared to come to the COW meeting with a presentation on February 4, 2003. OLD BUSINESS: Fox Hill Subdivision Acceptance Alderman Kot stated that this has yet to be discussed with Attorney Kramer. There will be an update next month. Wetland Protection Ordinance This item was tabled. Sanitary System Overview This item was tabled. Proposed Soil Erosion & Sedimentation Control Ordinance Mr. Wywrot stated that the ordinance that they had looked at from before was from the village of Montgomery. In checking it they found that it was much like the copy of the NIPSE model ordinance for soil and ordinance control. The major change was that the appeal process was greatly simplified. This would allow for this ordinance to go straight to City Council to view. He felt that was the best way to do that. This item will go to COW on February 4, 2003. Historical Street Names Alderman Kot stated that the Human Resources would be the key to helping with aid of this project.A group of volunteers review the criteria, and then make recommendations to us as to what names would meet the criteria. They did come up with one list. See attached. It has come to this committee for a review but is on the next COW meeting agenda. Unless someone had any objection to any of the names,then it would go to the next level. Alderman Sticka stated that he did object to using politician's names while they are still in office. Alderman Besco said that though their contributions have been good, he agreed with Alderman Sticka. Alderman Sticka felt that it is stepping over boundaries when honoring one political party while their still in office. He said that they are worthy people, but as a general rule would it be a wise idea. Alderman Kot said that it was a legitimate concern, and he can see both points of view. He said that he did like the idea of honoring people while they are still here to appreciate the honor. Alderman Sticka said he agreed with that. Mayor Prochaska said that it is a difficult thing to decide. The accomplishments are there, but we do not know what tomorrow will bring. • Page 9 of 10 Alderman Sticka pointed out that the US government honors people on postage stamps. They usually do not do it for living people. He disagreed with honoring people with street names while they are still in office; he felt it was premature. Mayor Prochaska suggested changing the ordinance so the names of people still in office would not be submitted. This item will be brought to COW for a full vote on February 4, 2003. Street Survey Update—Smith Engineering Mr. Wywrot stated that Smith Engineering did submit a draft and based on the streets we had given them,they identified 3 basic areas. They are recommending doing some soil borings to find out what the existing road is made out of and what type of dirt is underneath of it. He said they are coming up with a new recommendation to get a big tiller to till the road until it is pulverized. Then it is mixed in with whatever stone base is there beneath it. Then it is shaped and compacted and becomes the new base of the roadway.Asphalt is then laid on top of that. Alderman Sticka asked what the benefits of doing it this way. Mr. Wywrot said that it is less expensive and is utilizing every bit of the same road that can be used. In conjunction with this Smith is recommending drainage improvements,because water causes a great amount of damage to the roads. He said that the costs by IDOT's standards would amount to $3,000,000. He said there is storm sewer work and water main work that is not included in that cost. We would need to do that work regardless of the type of roadway work we do. The roadway and water main works are about a $1,000,000 combined. Going with the tilling method and the underground improvements would amount to $2,500,000. Alderman Kot asked if any of the water main work fits in with what EEI is purposing. Mr. Wywrot said no. Alderman asked if by doing this the cheaper way are we still going to end up with a road that will last?Mr. Wywrot said the road would last for 10 years. Alderman Kot asked how long the roads would last if it were done the IDOT way. Mr. Wywrot said 20 years. Mayor Prochaska felt that by doing it the cheaper way that they could still get enough years out of the roads and at least bring them up to a standard. Alderman Kot suggested sending this to Finance Director Traci Pleckham to get her opinion on finance options. This item will come back to the next Public Works meeting on February 24, 2003. ADDITIONAL BUSINESS Mayor Prochaska asked if the piles of salt left over could be moved. He said there was a pile on Johnson and one on east Main. Mr. Dhuse said he would ask his crew to take care of it. Page 10 of 10 Alderman Kot asked if some gravel could be laid on the corner of Fox and State where the pavement drops down. Alderman Kot asked why utility boxes were put in front of the new Wendy's. Mr.Wywrot said that it is the temporary lift station with control boxes and a stand by generator. He said that once the Countryside Parkway interceptor is built,then the lift station will be moved across the street. Meeting adjourned at 8:00 p.m. Minutes by Theresa Brady UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer U Subject: Geographic Information System—Review of Submittals Date: March 10, 2003 On February 14, 2003 we solicited proposals from 5 engineering firms to create a GIS for the city. Attached find a copy of the RFP, which requested specific information and gave a general scope of work as we envisioned it. The firms we solicited were Engineering Enterprises, Robert H. Anderson Associates, Smith Engineering Consultants, Strand Associates, and Walter E. Deuchler Associates, Inc. Robert H Anderson called us a few days before the deadline thanking us for the RFP but informing us that they would not be submitting a proposal. I have reviewed the four submittals of the other consultants and have the following comments: Engineering Enterprises The Statement of Qualifications is very thorough. The firm has substantial experience with GIS systems. We have a good working relationship with the EEI staff and they are familiar with our water infrastructure. The submittal provides detailed man-hours for specific tasks. EEI estimates 1160 hours and a completion date of September 2003. Smith Engineering Consultants The Statement of Qualifications is for the most part a compilation of generic company literature. The firm has some GIS experience. We have a good working relationship with the Smith staff, although they have limited familiarity with our underground infrastructure. Smith proposes to establish a set of controlmonuments throughout the city for future developers to reference when designing their subdivisions. Smith did not provide an estimate of man-hours or give a schedule, instead suggesting that these items be negotiated when the engineering contract is prepared. Strand Associates The Statement of Qualifications is for the most part a compilation of generic company literature. The firm has a fair amount of GIS experience. We haven't used Strand in the past, but have heard good things about them from Kendall County, who uses them to perform plan reviews. Strand estimates about 610 man-hours and a completion date of June 2003. Walter E. Deuchler Associates The Statement of Qualifications is adequate. The firm has a fair amount of GIS experience. We have a good working relationship with the Deuchler staff and they are familiar with our sanitary infrastructure. Deuchler estimates about 1893 man-hours and a completion date of May 2005. Based on a review of the submittals, I recommend that we create a short list (EEI and Deuchler) and have those consultants make presentations to the Public Works Committee at their March 24th meeting. Based on those presentations, we would recommend one of those two consultants to prepare an engineering agreement that would be brought back to the Public Works committee in April for review. Please see me to discuss this matter. UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer Ikrt Subject: Sewer Rate Study—Deuchler Proposal Date: March 12, 2003 Attached find one copy of a proposal from Walter E. Deuchler Associates to perform a rate study for our sanitary system. The proposal is for an estimated amount of$20,000. Recently we have been discussing our sewer tap-on and monthly maintenance fees, and whether they are appropriate and justifiable. The last adjustments were made in the late 1990's. With all the new growth projected for the city and the associated costs that come with it, now is a good time to re-visit this issue. Deuchler is a good choice for performing this study. They know our sanitary system, and can accurately estimate future maintenance costs. Please place this item on the March 24, 2003 Public Works Committee agenda for consideration. Cc: Traci Pleckham, Director of Finance WALTER E. DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODLAWN AVENUE • TELEPHONE (630) 897-4651 • FAX(630) 897-5696 AURORA, ILLINOIS 60506 March 10, 2003 Mr. Joe Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Sewer Connection and Sewer Maintenance Fees Proposal to Review Fees Charged by City Dear Joe: It is our understanding that the City of Yorkville wishes to review and update its fees regarding sanitary sewer connection and maintenance charges. We are pleased to provide you with this Proposal which will evaluate the following: a) The basic user charge levied against all users in order for the City to recover the costs of operation, maintenance and replacement of the existing sanitary sewers,based on the annual water usage of the users. b) The current debt service charge, assigned to residential and non-residential users of the sanitary sewer system. c) The connection fees charged by the City to hook up residential and multi-family dwellings and non- residential properties to the City's sanitary sewer system. These services will be performed on a time and material basis, based upon actual work completed. We recommend that a budget of S20,000.00 be established for the completion of this work. We will monitor the actual cost of the project, and will notify the City if such monitoring indicates possible costs in excess of the suggested budgeted amount. The work covered by this proposal will be performed in accordance with the Walter E. Deuchler Associates, Inc. "General Terms and Conditions", attached herewith. • Water Works and Sewerage • Buildings and Structures • Design and Construction • Streets and Street Lighting • Investigations and Reports • Project Financing Mr. Joe Wywrot City of Yorkvillle March 10, 2003 Page 2 We appreciate this opportunity to serve you and ask that you contact our office if you have any questions regarding this proposal Very truly yours, WALTER E. II EUCHLER ASSOCIATES, INC. .�1t-' v� Philippe . Moreau, P.E. PFM/mw Encl. cc: Tony Graff, City Administrator, City of Yorkvillle Your execution and return of one (1) copy of this correspondence will serve as our"Notice to Proceed" on your behalf. We anticipate completion of this work within 40 working days of receipt of the "Notice to Proceed". Accepted and approved by (Printed Name) (Title) this day of , 2003. WALTER E. DEUCHLER ASSOCIATES, INC. GENERAL TERMS AND CONDITIONS (Revised January 1, 2003) PROFESSIONAL RESPONSIBILITY. Walter E. Deuchler Associates, Inc. (Engineer) is an engineering consulting firm, which performs engineering, land surveying and environmental consulting services(Project)consistent with skill and care ordinarily exercised by other professional consultants under similar circumstances at the time services are performed, subject to limitations established by Client as to degree of care,time or expense to be incurred or other limitations of this Agreement. No other representation, warranty or guaranty, expressed or implied, is included in or intended by Engineer's services, proposals, agreements, or reports. Engineer may use the services of subconsultants when, in Engineer's sole opinion, it is appropriate and customary to do so. Such subconsultants and entities include, but are not limited to, drillers, contractors, specialized consultants, and testing laboratories. BILLING AND PAYMENT. Invoices will be submitted monthly and shall be due and payable on receipt. Interest at the rate of one and one-half percent (1.5%) per month, but not exceeding the maximum rate allowable by law, shall be payable on any amounts that are due but unpaid within thirty (30) days from receipt of invoice,payment to be applied first to accrued late payment charges and then to the principal unpaid amount. Engineer may, at his option,withhold delivery of reports, services or other data pending receipt of payment from services rendered,in the event that the Client fails to pay Engineer for services rendered. Client agrees to pay reasonable legal fees and other related expenses incurred by Engineer in collecting its compensation for those services from Client. DISPUTE RESOLUTION. In an effort to resolve any conflicts that arise during the performance of the project or following the completion of the project, Client and Engineer agree that all disputes between them arising out of or relating to this Agreement shall be submitted to nonbinding mediation unless the parties mutually agree otherwise. Client and Engineer further agree to include a similar mediation provision in all agreements with independent contractors and consultants retained for the project and to require all independent contractors and consultants also to include a similar mediation provision in all agreements with subcontractors,subconsultants,suppliers or fabricators so retained, thereby providing for mediation as the primary method for dispute resolution between the parties to those agreements. COST OPINIONS. Since Engineer has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)' methods of determining prices, or over competitive bidding or market conditions, Engineer's opinions of probable total project costs and construction cost provided for herein are to be made on the basis of Engineer's experience and qualifications and represent Engineer's best judgement as an experienced and qualified professional Engineer familiar with the construction industry; but Engineer cannot and does not guarantee that proposals, bids or actual total project or construction costs will not vary from opinions of probable cost prepared by Engineer. ELECTRONIC MEDIA. If Engineer is required to deliver any services required hereunder in the form of electronic encoded media, the printed representation of such media furnished by the Engineer shall be the official record of Engineer's service. Client shall have a right to rely only on January 1,2003 Page 1 of 3 such printed representation in connection with any subsequent modification of such electronic media and agrees to indemnify, defend and hold Engineer harmless from any and all costs and expenses, including attorneys' fees, from claims which arise out of modification of such electronic media or printed representation by or on behalf of Client without Engineer's consent. CONTRACTOR'S INSURANCE. Client will require Contractors responsible for construction to purchase insurance to cover claims and expenses, including costs of defense, asserted against Engineer, its agents, employees and consultants for bodily injury, sickness, disease or death caused by any negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts any of them may be liable. Such insurance shall state that:"The coverage afforded the additional insureds shall be primary and non-contributory insurance for the additional insured with respect to claims arising out of operations performed by or on behalf of the contractor. If the additional insureds have other insurance which is applicable to the loss,such other insurance shall be on an excess or contingent basis. The amount of the company's liability under this insurance policy shall not be reduced by the existence of such other insurance." CORPORATE ENTITY. The Client acknowledges that the Engineer is a corporation and agrees that any claim made by the Client arising out of any act or omission of any director, officer or employee of the Engineer,in the execution or performance of this Agreement shall be made against the Engineer and not against such director, officer or employee. SUCCESSORS AND ASSIGNS. The Client and the Engineer each binds himself and his partners, successors, executors, administrators and assigns to the other party of this Agreement and to the partners, successors, executors, administrators and assigns of such other party in respect to all covenants of this Agreement;except as above,neither the Client nor the Engineer shall assign,sublet or transfer his interest in this Agreement without the written consent of the other. Nothing herein shall be construed as creating any personal liability on the part of any office or agent of any public body which may be a party hereto,nor shall it be construed as giving any right or benefits hereunder to anyone other than the Client and the Engineer. DOCUMENT OWNERSHIP. All Reports, Drawings, Specifications, other documents, and magnetic media prepared or furnished by the Engineer pursuant to this Agreement are instruments of service in respect to the Project, and the Engineer shall retain ownership of said documents and magnetic media including the right of reuse by and at the discretion of the Engineer whether or not the Project is completed. The Client may retain copies, including reproducible copies, of the Engineer's documents and magnetic media for information and reference in connection with the use and occupancy of the Project by the Client and others; however, the Engineer's documents and magnetic media are not intended or represented to be suitable for reuse by the Client or others on additions or extensions of the project, or on any other Project. Any such reuse without written permission and verification or adaption by the Engineer for the specific purpose intended will be at the Client's sole risk and without liability or legal exposure to the Engineer. The Client shall indemnify and hold harmless the Engineer from all claims, damages, losses and expenses including attorneys' fees arising out of or resulting therefrom. Any furnishing of additional copies and verification or adaptation of the Engineer's comments and magnetic media will entitle the Engineer to claim and receive additional compensation from the Client. LIMITATION OF LIABILITY. That the Client agrees to limit the Engineer's liability to the Client on the project arising from the Engineer's professional acts, errors,or omissions or breach of January 1,2003 Page 2 of 3 • contract or other cause of action, such that the total aggregate liability of the Engineer to all those named shall not exceed $50,000 or the fee for the services rendered for this project whichever is greater, and the Client hereby releases the Engineer from any liability above such amount. ATTORNEY FEES. In the event that the Client shall bring any suit, cause of action or counterclaim against the Engineer, to the extent that the Engineer shall prevail, the party initiating such action shall pay to the Engineer the cost and expenses incurred to answer and/or defend such action,including reasonable attorney fees and court costs. In no event shall the Engineer indemnify any other party for the consequences of that party's negligence, including failure to follow the Engineer's recommendations. If Engineer is requested to respond to any mandatory orders for the production of documents or witnesses on Client's behalf regarding work performed by Engineer, Client agrees to pay all costs and expenses incurred by Engineer not reimbursed by others in responding to such order,including attorneys fees,staff time at current billing rates and reproduction expenses. INDEMNIFICATION. The Engineer carries worker's compensation and employer's liability insurance and has coverage under public liability and property damage insurance policies. Certificates for all such policies of insurance will be provided to Client upon request. Within the limits and conditions of such insurance,Engineer agrees to indemnify and save Client harmless from and against any loss, damage, injury or liability arising from any negligent acts of Engineer, its employees,agents,subcontractors and their employees and agents. Engineer shall not be responsible for any loss, damage or liability beyond the amounts, limited and conditions of such insurance. Engineer shall not be responsible for any loss, damage or liability arising from any acts by Client, its agents, staff, consultants employed by others, or other third parties who are not employees of Engineer. RESPONSIBLE OF CHARGE. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques or procedures, or for safety precautions and programs in connection with the Work. The Engineer is not responsible for the Contractor's failure to carry out work in accordance with the Construction Documents or the Project schedule and shall not have control over or charge of acts or omissions of the Contractors, their agents or employees,or any other person performing portions of the Work. The Engineer shall have authority to recommend to the Client rejection of the Work which does not conform to the Construction Documents. Neither this authority nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty of responsibility of the Engineer to the Contractors, suppliers, agents, employees or other persons performing portions of the Work. AGENT OR REPRESENTATIVE. The Engineer's agent may perform the function of Agent or Representative of the Client, during the performance of the Project. The Engineer may be required to enter private properties and private premises to perform the work identified in the Project. The Owner agrees to indemnify, defend and hold harmless the Engineer from any claim, suit, liability, damage, injury,cost or expense, including attorney fees, arising out of Engineer's entry into private properties and private premises, unless resulting from Engineer's negligence or wrongful conduct or as provided by law. GENERAL. Any provisions of these Terms and Conditions held in violation of any law shall be deemed stricken and all remaining provisions shall remain binding on the parties. January 1,2003 Page 3 of 3 UNITED CITY OF YORKVILLE To: Tony Graff, City Administrat r - -� From: Joe Wywrot, City Engineer Subject: Heartland Regional Lift Station Date: March 21, 2003 Attached find a report from Walter E. Deuchler Associates regarding the proposed regional lift station that would serve the area south of Route 34 and generally to the east of McHugh Road. The City commissioned Deuchler to prepare this report due to the impending development of the Heartland Circle subdivision. Deuchler found that construction of the lift station is feasible, but used conservative cost estimates until soil borings are conducted to determine how much rock excavation and/or dewatering would be required. Until those conditions are known, they recommend we use a cost estimate of about $2,500,000. This estimate also includes a sewer extension to the Gawne Lane lift station, which could be delayed to a later date. The estimate does not include construction of any sewers on the Heartland Circle property. The development agreement with Heartland Circle doesn't address who would construct the sewer from their proposed onsite lift station to their southwest corner, where it would connect to the sewer included in the cost estimate. Heartland Circle's financial contribution is based on the percentage of population equivalent tributary to the lift station. Using Deuchler's estimates, Heartland Circle will need to contribute about 33% (952 PE/2869 PE), which equates to about $800,000. The city would fund the balance of$1,700,000. If we decide to proceed with this project, we need to settle on a name for the new lift station, which has been called the Heartland Regional lift station, the Woodworth lift station, the Bruell lift station, and the Wooddale lift station, depending on who you talk to. Please place this item on the Public Works Committee agenda of March 24, 2003 for consideration. Cc: Eric Dhuse, Director of Public Works Traci Pleckham, Director of Finance f F fe THE UNITED CITY OF YORKVILLE ILLINOIS h. PRELIMINARY ENGINEERING REPORT HEARTLAND REGIONAL PUMP STATION MARCH 20, 2003 'aa tto.. h -q ( A WALTER E. DEUCHLER ASSOCIATES, INC. 230 WOODLAWN AVENUE AURORA, ILLINOIS 60506 I IPRELIMINARY ENGINEERING REPORT HEARTLAND REGIONAL WASTEWATER PUMP STATION I UNITED CITY OF YORKVILLE MARCH 17, 2003 II. INTRODUCTION In November of 2001, Walter E. Deuchler Associates, Inc completed a sanitary sewer Icapacity evaluation for the Center Street and King Street sewers. During the course of this study, flow monitoring verified that the 12-inch sanitary sewer on Center Street lacks the adequate reserve Icapacity to convey the total projected wastewater flows to be discharged from the future development of the Heartland Subdivision service area. This same report, however, identified that Ithe 12-inch King Street sanitary sewer,south of Main Street,does have the adequate reserve capacity IIto convey these projected additional flows. I The report recommended that the proposed 145 acre development south of Heartland Subdivision include a regional pump station to serve the new development and provide for the Ielimination of the Gawne Lane and Woodworth pump stations. The proposed regional pump station project would include the construction of the necessary gravity sewers to collect flows from the new Idevelopment areas and from the abandoned stations and force main to convey flows from the new pump station to the King Street sewer. I On January 14,2003,the Yorkville City Council authorized Walter E. Deuchler Associates, IInc.to proceed with preliminary engineering services for the design of the Heartland Regional Pump Station. The scope of services, as stated in the Engineering Agreement, included the following: • • Review existing topography and utility maps. Collect any additional field Itopographic information required to properly analyze various options for the pump station location and for routing of necessary gravity sewers and force mains. II • Provide a proposed pump station location and layout. I • Provide preliminary design of necessary force mains and gravity sewers. I I • Determine the eastern limit of the area serviceable by the 10-inch Heartland sewer. II II • Provide an Engineer's Opinion of Probable Cost for the proposed improvements. • Meet with City personnel, as necessary, to discuss design, progress and potential pump station sites. II The following is a preliminaryengineering report addressing the capacity needs and required Iimprovements for the development of the Heartland Regional Pump Station. III. GENERAL BACKGROUND IThe enclosed Exhibit A delineates Service Area No.1 and Service Area No.2,the two service areas that will be tributary to the Heartland Regional Pump Station. Additionally, this exhibit Iidentifies a potential extension of Service Area No.1 eastward to the existing FPA boundary. IThe existing eastern limit of Service Area No.1 is limited by depth of the existing 10-inch sewer located at the intersection of Dakota Street and Tuma Road. The pending development of the IHeartland Circle Subdivision,however,provides opportunities for the eastward extension of Service Area No.1 . I Preliminary utility drawings for the Heartland Circle Subdivision show a sanitary sewer Ibeing stubbed out on Spring Street to West Road in the northeast corner of the subdivision. This I sewer could be installed as a 12-inch sewer at a depth which would allow its extension to the east. Though the terrain in this area is rolling with some severe grade changes,it is possible that a 12-inch Isewer could be constructed from the intersection of West Road and Spring Street to the east end of Wells Street (approximately 1700 feet). Cuts would vary from a minimum of approximately 5 feet IIto a maximum of approximately 30 feet within the existing right-of-way. The invert at the east end of this sewer(Wells Street 150 feet east of Tuma Road)would be approximately 7 feet deeper than I ..F. the existing 10-inch sanitary sewer at the intersection of Dakota Drive and Tuma Road. This additional depth would allow for a 12-inch sewer to be extended eastward to the west end of Timber Line Road, if desired. An alternative to the above would be the replacement of approximately 2150 feet of the existing Heartland Subdivision sewer. The 10-inch sewer line which extends from Dakota Drive and Tuma Road to the rear of Lot 36 on Homestead Drive would be replaced with a 12-inch sewer and would be lowered an average of approximately 6 feet. The depth of cut for the replacement of this sewer would range from 19 to 23 feet. The route of this option is less severe but would require the reconstruction of newly constructed right-of way areas and the replacement of the sewer between newly constructed homes in side yard easements on Mistwood Court. I The extension of Service Area No.1 would result in the need for additional capacity at the proposed Heartland Regional Pump Station but would benefit the City by reducing the potential loading on the existing Blackberry Creek Interceptor, south of Route 34. With the existing Blackberry Creek Interceptor being the main source for the conveyance of sanitary flows for new development in the north half of the F.P.A. until the Rob Roy Creek Interceptor is constructed, any flows which can be conveyed to the wastewater treatment plant by means of alternate routes will help maintain reserve capacity in the Blackberry Creek Interceptor. The topography of the property between the Heartland Subdivision and the Fox River and the invert elevation of the existing Heartland sanitary sewer outfall dictates the need for a new pump station to convey wastewater flows from this area to the King Street sanitary sewer. It is the City's wish that the design of this station would allow for the elimination of two (2) smaller nearby pump stations,the Woodworth Station at Main Street and Bruell Street and the Gawne Station at the south end of Gawne Lane, along the Fox River. The future eak wastewater flows to be conveyed from Service Area No.1 and Service Area p No.2 to the new station would be approximately 1.32 mgd based on the current configuration of Service Area No.1. If Service Area No.1 is extended to the east, as described above, future peak I I I wastewater flows would increase to approximately 1.59 mgd. I IIA. DESIGN FLOWS I Service Area No.1 includes Heartland Subdivision, the existing dwellings located between West Road and the Fox River which are currently served by septic systems, Ithe proposed Heartland Circle Subdivision and approximately 70 acres of property undevelop ednortheast of Tuma Road on the south side of U.S. Route 34. IThe estimated population equivalents(PE)and peak design flows for this area are as follows: I Heartland Subdivision (Residential/Commercial) = 801 PE IIHeartland Circle Subdivision (Residential) = 952 PE Existing Well & Septic Residential (193 Res. Lots) = 676 PE IUndeveloped Property (70 acres @ 6 PE/acre) = 420 PE TOTAL = 2,849 PE I Peak Factor = Qmax/Qave = (PE/1000) + 18 = 3.46 I (PE/1000) + 4 IIQmax = 2,849 PE x 100 gpcd/PE x 3.46 = 985,884 gpm or 0.99 mgd II If Service Area No.1 is extended eastward as described above there would be a Ipotential increase of approximately 127.5 acres of undeveloped property. There would also be the potential of connecting an additional 42 residential lots currently Iserved by septic systems. At 6 PE per acre and 3.5 PE per lot the resulting increase to Service Area No.1 would be 912 PE. The resulting peak design flow for a total Iof 3,761 PE would be: I I Peak Factor= Qmax/Qave= (PE/1000)'+18 = 3.36 (PE/1000)+ 4 I Qmax = 3 761 PE x 100 x 3.36 = 1 263 696 or 1.26 mgd gpcd/PEgpdg 1 I I Service Area No.2 includes approximately 206 existing residential lots and approximately 20 acres of undeveloped property. Most units located within this Iservice area are served by the existing Woodworth Pump Station. Four or five dwellings are served by the Gawne Lane Pump Station. The balance of the homes Ialong the Fox River are connected to septic systems. The estimated population equivalents (PE) and peak design flows for Service Area No.2 are as follows: II Existing Residential (206 Resid. Lots) = 721 PE IUndeveloped Property(20 acres @ 6 PE/acre) = 120 PE TOTAL = 841 PE II I Peak Factor= Qmax / Qave = (PE/1000)'+ 18 = 3.85 (PE/1000)'+ 4 1 Qmax = 841 PE x 100 gpcd/PE x 3.85 = 323,789 gpm or 0.33 mgd IThe combined capacity (peak design flows) of Service Area No.1 (extended) and No.2 amounts to 1.59 mgd. I B. EXISTING FACILITIES I 1. Homestead Drive Pump Station-This temporary pump station receives flows Ifrom the Heartland Subdivision and conveys them from the station located IIon Homestead Drive, south of Wheatland Court,to the existing manhole on 1 the southwest corner of Jackson Street and McHugh Road via a 6-inch force main. The pump station and force main will be abandoned when the Heartland Circle Subdivision is built. The Heartland Circle sanitary sewer will convey the existing flows from Heartland Subdivision by gravity to the proposed regional pump station. 2. Woodworth Pump Station-This pump station which serves the Woodworth Subdivision is located at the southwest corner of Bruell Street and East Main Street. This station will be eliminated with existing flows being diverted by a new gravity sewer to the proposed site for the new regional pump station approximately 400 feet south on Bruell Street. 3. Gawne Lane Pump Station - This very small pump station serves 4 or 5 homes located along the Fox River at Gawne Lane. This station would be eliminated with existing flows being conveyed eastward by gravity sewer to the proposed regional pump station site. An easement on the north side of the east-west leg of Gawne Lane will be required for this sewer installation. r I I III PROPOSED IMPROVEMENTS 111 The overall scheme for the proposed Heartland Regional Pump Station Project is illustrated on Exhibit B. Following is a basic description of the main components included in the improvements. A. HEARTLAND REGIONAL PUMP STATION I During the pump selection phase of our study it was discovered that the same pump could be used whether we were to design the station to handle peak flows of 920 gpm for the current service area or 1105 gpm for the expanded service area. With the only difference being a slight increase in impeller size, it seems prudent to design the station for a peak flow of 1105 gpm. This would allow the City the greatest amount of flexibility at a negligible cost. Therefore, we recommend the installation of an eight-foot diameter wet well with two (2)Flygt Model 3170 submersible pumps(or equal)having a design point of 1105 gpm at 68.2 feet of total dynamic head. These pumps would be sufficient to handle the design peak flows tributary to the new regional pump station with or without the expanded service area. The pumps would be connected to the proposed 12-inch force main through an eight-foot valve vault (see Exhibit C). We recommend that a natural gas standby generator unit with transfer switch be furnished as a secondary power source. The generator would be housed in a small brick/block enclosure (700 sf- 800 sf) that would also serve to house all necessary support equipment and controls. I B. 12-INCH FORCE MAIN & MAIN STREET GRAVITY SEWER I We propose that a 12-inch force main be constructed northerly in the west parkway of Bruell Street from the Heartland Regional Pump Station to Main Street. The force main would then continue westward on Main Street to the Colton.Street intersection. At Colton Street the force main would discharge into a proposed manhole and gravity sanitary sewer. This 12-inch gravity sewer would convey flows westward on Main Street to the existing sanitary manhole at the intersection of King Street and Main Street. A portion of the gravity sewer would need to be installed in steel casing pipe that would be jacked and bored under Bridge Street (IL Rte. 47). Due to utility Iconflicts, the proposed force main and gravity sewer on Main Street will be constructed under the existing pavement in the south half of the right-of-way, requiring selected granular backfill and pavement patching. r C. BRUELL STREET GRAVITY SEWER We propose that an 8-inch sanitary sewer be installed on Bruell Street to convey the flows currently being pumped by the Woodworth Pump Station to the new regional pump station. This sewer will be constructed in the west parkway of Bruell Street. Construction of this sewer will allow for the abandonment of the Woodworth Pump Station. W SEWER GA NE LANE SE ER Construction of an 8-inch sanitary sewer in an easement north of the east-west leg of Gawne Lane will be needed for the elimination of the Gawne Lane Pump Station. The sewer will be installed at a depth adequate to accept flows from the existing Gawne Lane Pump Station wet well by gravity and convey them to the proposed regional pump station. I E. HEARTLAND CIRCLE SANITARY SEWER (OFF-SITE) The main 12-inch sanitary sewer that serves Heartland Circle Subdivision,Heartland Subdivision and future sanitary connections within Service Area No.1 exits the Heartland Circle Subdivision in the southwest corner of the proposed development where Quinsey Road turns toward the east. The sewer will extend southward in a thirty foot easement a distance of approximately 600 feet and then westward a distance of approximately 1300 feet to the proposed Heartland Regional Pump Station. I I ENGINEER'S OPINION OF PROBABLE COST HEARTLAND REGIONAL PUMP STATION I PUMP STATION 1. 1.6 mgd Duplex Pump Station, Complete-in-Place, with Generator, Controls, Support Equipment and Building 1 L.S. @ $850,000.00 $850,000.00 Sub-Total $ 850,000.00 FORCE MAIN & GRAVITY SEWER 111 1. 12-inch D.I. Force Main 3200 FT @ $65.00 $208,000.00 2. Selected Granular Backfill 2400 CY @ $22.00 $ 52,800.00 3. 12-inch PVC Sanitary Sewer 1200 FT @ $55.00 $ 66,000.00 4. Selected Granular Backfill 1300 CY @ $22.00 $ 28 600.00 5. Manholes, Ty A, 4'Dia. 5 EA @ $3500.00 $ 17,500.00 6. Pavement R &R 2600 SY @ $22.00 $ 57,200.00 7. Casing Pipe, Jacked & Bored 80 FT @ $ 700.00 $ 56,000.00 8. Restoration 1 L.S. @ $ 12,000.00 S 12,000.00 Sub-Total $498,100.00 r I BRUELL STREET SEWER 1. 8-inch PVC Sanitary Sewer 450 FT @$50.00 $ 22,500.00 2. Manholes, Ty A, 4' Dia 2 EA @ $3,500.00 $ 7,000.00 3. Abandon Woodworth P.S. 1 L.S. @ $10,000.00 $ 10,000.00 Sub-Total $ 39,500.00 rGAWNE LANE SEWER 1. 8-inch PVC Sanitary Sewer 950 FT @$ 75.00 $ 71,250.00 2. Manholes, Ty A, 4' Dia. 4 EA @ $4500.00 $ 18,000.00 3. Rock Excavation 300 CY @ $110.00 $ 33,000.00 4. Dewatering 1 L.S. @ $ 25,000.00 $ 25,000.00 Sub-Total $147,250.00 HEARTLAND CIRCLE SEWER(OFF-SITE) 1. 12-inch PVC Sanitary Sewer 1900 FT @ $100.00 $190,000.00 2. Manholes, Ty A, 4' Dia 7 EA @ $4500.00 $ 31,500.00 3. Rock Excavation 1400 CY @ $110.00 $154,000.00 4. Dewatering 1 L.S. @ $ 50,000.00 $ 50,000.00 Sub-Total $425,500.00 Total Cost of Construction $1,960,350.00 Omissions, Contingencies & Engineering 490,650.00 Opinion of Total Probable Cost $2,451,000.00 Note: Does not include costs for easement acquisitions. Includes a limited amount of rock excavation and dewatering costs. I I IV SUMMARY The development of the Heartland Circle Subdivision provides the City with an opportunity to provide a regional pump station to meet the conveyance needs of the areas studied during this 1 project. The proposed station would consolidate the pumping activities in this area by combining those areas tributary to the Gawne Lane and Woodworth Pump Stations and the Heartland and Heartland Circle sanitary systems. This new regional pump station is being sized to meet the future needs of this area by providing reserve capacity for a possible expansion of Service Area No.1. There will also be adequate capacity to allow for the connection of homes within the service area that are currently being served by septic fields. The cost of acquiring easements for the proposed sewers and pump station have not been included in this study. The final cost of this project could vary significantly from the Engineer's Opinion of Probable Cost depending on the amount of rock excavation required and depending on the amount of dewatering required for sewer installation and pump station construction. We recommend that soil borings be made once the pump station site and sewer routes are finalized. I I r i IIIII MI MI MI NM MI III MI MI MI III III NO III MI 11111 III MI 0o GENERATO' APPROXIMATE SITE REQUIREMENT 60'± X 60'± D BUILDING m C �� 8" PVC SAN. SEWER 12" PVC SAN. SEWER / 0 0 4 ® O , 12" FORCE MAIN CD rn rn 0 0 D m C) V/ �� / n BRUELL STREET V. > rm Adi n m N C. I I I • 3/4' GALVAN STEEL PIPE EL 592.0' 2' BALL VAL` BxPASS CONNECTION 12" ECCEt 4 QUICK COUP UNG ADAPTER PLUG VAL w UNG ACCES� SVT,:�aS �-- LECARGE ��I.D. Sw^ARGE 4' DUCTILE IRON PIPE 1111114 FL1PT CP-3170 .t"`' 30HP WITH 6' DISCHARGE ' I■ 5 L 12'X4" TEE rtragettenemeres.. T (GAWNE LANE) 4' PLUG VALVE W/BOX Vii• i` TAPPING SADDLE 12- DRESSER COU PUNG 1 � MALME VAULT WET WE L ELM NOT T co a� J I CO WALTER I. DEMMER ZBrr c r L TO �ON � ""'ir APa°" `' fawmEGIONAPUMP STATION Ak. CITY OF YORKVILLE IMIll 'I `(� '�''� WATER DEPARTMENT REPORT —':7a'_.„....::,;(0..... .., MONTH February2003 WELLS WELL DEPTH PUMP DEPTH WATER ABOVE THIS MONTH'S PUMPAGE NO. (FEET) (FEET) PUMP (FEET) (MILLION GALLONS) 3 1335 456 183 9.500 4 1393 450 161 11.469 TOTAL 20.969 E CURRENT MONTH'S PUMPAGE IS 2,525,000 GALLONS MORE THAN LAST MONTH El LESS 1,718,000GALLONS ® MORETHAN ❑ LESS THIS MONTH LAST YEAR DAILY AVERAGE PUMPED: 749,000 GALLONS DAILY MAXIMUM PUMPED: 861,000 GALLONS DAILY AVERAGE PER CAPITA USE: 110 GALLONS [ WATER TREATMENT) II CHLORINE FED: 265 LBS. CALCULATED CONCENTRATION: 1.5 MG/L FLUORIDE FED: 322.5LBS. CALCULATED CONCENTRATION: 0.33MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 1.5 SATISFACTORY UNSATISFACTORY (EXPLAIN FLUORIDE : 2 SAMPLE(S) TAKEN CONCENTRATION : 1. 1 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 4 NUMBER OF LEAKS OR BREAKS REPAIRED: 5 NEW CUSTOMERS RESIDENTIAL 28 COMMERCIAL INDUSTRIAL/GOVERNMENTAL COMMENTS 3 Watermain Breaks ( W. Kendall , Strawberry Ln. , Walter St. ) Aprox. 215,000 Gallons loss . All work finished at wells, per I.E.P.A. inspection UNITED CITY OF,.Y.tORKVILLE P ' To: Tony Graf, City Administrator From: Joe Wywrot, City Engineer Subject: Route 34/Game Farm Traffic Signal Date: March 7, 2003 The MFT auditor visited us on March 4th and informed us that we need to appropriate additional MFT funds to front the entire construction cost of the Route 34/Game Farm Road traffic signal project. While IDOT has agreed to reimburse about 93% of the construction cost, we can't seek reimbursement until the project is complete. To date we have appropriated $58,189 for engineering and our share of construction. We need to appropriate an additional $130,000 to cover the balance of construction costs. We are planning to use MFT funds this year for crack filling($27,000), material for Public Works ($57,000) and a joint project with Kendall County on Van Emmon Street (currently using a ballpark estimate of$80,000). Our current unobligated amount of MFT funds is about $250,000. We won't need the money for the Van Emmon project, however, until much later this year, therefore we will have accrued enough additional funds by that time to cover the Van Emmon project. Attached find the required MFT appropriate resolution in the amount of$130,000. Please place this item an the March 24, 2003 Public Works Committee agenda for consideration. Cc: Traci Plec'kham, Director of Finance Construction �n111015t Resolution for Improvement by V �+epau L Municipality Under the Illinois Of TransportationHighway Code BE IT RESOLVED, by the City Council of the Council or President and Board of Trustees United City of Yorkville Illinois City,Town or Village that the following described street(s) be improved under the Illinois Highway Code: Name of Thoroughfare Route ( From To Veterans Parkway US 34 at Game Farm Road BE IT FURTHER RESOLVED, 1. That the proposed improvement shall consist of construction of traffic signals and shall be constructed N/A wide and be designated as Section 02-00028-00-TL 2. That there is hereby appropriated the (additional ® Yes E No) sum of one hundred and thirty thousand and 00/100 Dollars ( $130,000.00 ) for the improvement of said section from the municipality's allotment of Motor Fuel Tax funds. 3. That work shall be done by contract ; and, Specify Contract or Day Labor BE IT FURTHER RESOLVED, that the Clerk is hereby directed to transmit two certified copies of this resolution to the district office of the Department of Transportation. APPROVED I, Jacquelyn Milschewski, City Clerk in and for the United City of Yorkville City,Town or Village County of Kendall , hereby certify the Date foregoing to be a true, perfect and complete copy of a resolution adopted by the City Council Council or President and Board of Trustees Department of Transportation at a meeting on April 8, 2003. Harp IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of District Engineer (SEAL) City Clerk City,Town or Village BLR 4103(Rev. 11/00) UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer Subject: River's Edge -Phase 1 Letter of Credit Reduction No. 2 Date: February 19, 2003 Attached find a request from S & K Development to reduce the letter of credit amount for the River's Edge subdivision. I have reviewed the request and concur with the most of their estimated work completed to date. There are some items that are not complete to the extent requested, such as parkway trees and prairie landscaping. We have also recently changed our policy to allow reductions to 15% of the engineer's estimate of cost for substantially complete work. Based on the work completed to date, I recommend that the letter of credit amount for River's Edge subdivision be reduced by $2,357,149,98. A summary of the letter of credit status is as follows: Original LOC Amount: $4,590,529.31 Less previous reductions: $1,199,975.28 Less this reduction: $2,357,149.98 Amount remaining in LOC: $1,033,404.05 Please place this item on the Public Works Committee agenda of March 24, 2003 for consideration. Cc: Carol Ultsch, S&K Development, LLC 14-Mar-03 Letter of Credit/Bond Reduction Subdivision: River's Edge- Unit 1 Reduction No. 2 LOC/Bond LOC/Bond Approved Original amount Substantially complete Amount to remain Substantially complete Amount to remain Item Eno. Est. for LOC/Bond prior to Red. No.1 after Red. No.1 prior to Red. No.2 after Red. No.2 Earthwork $704,000.00 $774,400.00 $679,000.00 $197,250.00 $704,000.00 $105,600.00 San. Sewer $897,911.85 $987,703.04 $333,801.90 $703,971.42 $897,911.85 $134,686.78 Watermain $559,380.95 $615,319.05 $226,968.75 $422,395.61 $559,380.95 $83,907.14 Storm Sewer $444,499.65 $488,949.62 $97,635.00 $405,959.87 $444,499.65 $66,674.95 Pavement $749,073.57 $823,980.93 $66,458.13 $767,491.52 $484,941.66 $363,286.35 Miscellaneous $818,342.45 $900,176.70 $7,871.85 $893,485.62 $653,608.28 $279,248.83 Totals $4,173,208.47 $4,590,529.32 $1,411,735.63 $3,390,554.03 $3,744,342.39 $1,033,404.05 Notes: 1) LOC/Bond amt. to be 15% of substantially completed items plus 110% of uncompleted items. S & K Development, L.L.C. Post Office Box 307, Wheaton, Illinois 60189 (630)462-7907/FAX(630)462-9011 February 24, 2003 Joe Wywrot City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Re: Request for Letter of Credit Reduction#2, River's Edge Subdivision Dear Joe; Enclosed is our request for a reduction of the "Letter of Credit" for River's Edge Subdivision, Phase One. This is our request for a second reduction,which is in the amount of two million fifty-four thousand three hundred ninety-two and no/100ths ($2,054,392.00) dollars. If you have any questions or comments, please contact the undersigned. Sincerely, S & K Development, LLC LC 0002 arol M. Ultsch enclosure Request for Reduction of Letter of Credit • Fox River Estates 1------- - .9e,Illinois January 23,2003 elspnaoitCLCC Prepared By:S Sc.K Development,LLC 586 Kelly Avenue 586 Kelly Avenue Yorkville,Illinois 60560 Yorkville, Illinois 60560 (630)553-3024 %. Item Description of Item Quantity Unit Unit Price Cost Complete Cost to Complete Excavation I Topsoil Strip 1 15,000 CY $ 1.85 $ 212,750.00 100% $ 0.00 2 Clay Cut 225,000 CY $ 1.85 $ 416,250.00 100% $ 0.00 3 Site Clearing 1 LS $ 50,000.00 $ 50,000.00 100% $ 0.00 4 Temporary Railroad Crossing I LS $ 25,000.00 $ 25,000.00 100% $ 0.00 Excavation Total $ 704,000.00 $ 0.00 L l< Roadway Improvements 1 Fine Grading(+/-0.1") 28,916 SY $ 0.40 $ 11,566.40 100% 8 0.00 2 Geo-textile Fabric 28,916 SY $ 1.00 $ 28,916.00 100% $ 0.00 3 Aggregate Base Course, 10" 6762 CY $ 18.70 $ 126,449.40 100% $ 0.00 4 Bituminous Material Prime Coat 12,171 GAL $ 1.35 $ 16,430.85 100% $ 0.00 5 Bituminous Binder,2.5" 3,314 TON $ 28.50 $ 94,449.00 100% $ 0.00 6 Bituminous Surface, 1.5" 1989 TON $ 32.80 $ 65,239.20 0% 5 65,239.20 7 Combination Curb&Gutter,NI3.l 2 361 LF $ 15.05 $ 5,433.05 0% $ 5,433.05 8 Combination Curb&Gutter,B6.12 14,734 LF $ 8.25 $ 121,555.50 100% $ 0.00 9 Clean and Tack 23,060 SY $ 0.25 $ 5,765.00 0% $ 5,765.00 10 Concrete Sidewalks 83,420 SF $ 3.00 5 250.259.55 25% $ 137,694.66 Roadway Total $ 726,063.95 $ 264.131.91 C K Fox Road Improvements I Aggregate Base Course,4' 51.1 CY $ 100.00 $ 5,1 1 1.1 1 100% $ 0.00 2 Prime Coat 230.0 GAL $ 2.25 $ 517.50 100% $ 0.00 3 Bituminous Base Course, 11" 200.43 TON $ 47.00 $ 9,420.48 100% $ 0.00 4 Bituminous Binder Course,2.5" 62.6 TON `8 47.00 $ 2,943.90 100% $ 0.00 5 Bituminous Surface Course, 1.5" 45.3 - TON $ 55.00 $ 2,491.38 100% $ 0.00 6 Thermoplastic Pavement Marking 481 SF $ 5.25 $ 2,525.25 100% 5 0.00 Fox Road Total $ 23,009.62 $ 0.00 Complete Item Description of Quantity Unit Price Cost Item Unit I Bituminous Nath.!+8" \ 1180 LF $ 10.80 $ 12,744.00 80% $ 2,548.801.< C.v.:tic�1k�....--r /1 SANITARY I 8"PVC(SDR 26).(0'-12') 2541 LF $ 16.90 $ 42,942.90 100% $ 0.00 2 8"PVC(SDR 26)(12'-201) 1896 LF $ 17.80 $ 33,748.80 100% 8 0.00 3 8"PVC(SDR 21)(12'-20') 1866 LF $ 24.10 $ 44,970.60 100% $ 0.00 4 8" PVC(SDR 18)(12'-20') 85 LF $ 23.95 $ 2,035.75 100% $ 0.00 5 24" PVC(DR25,C905) 1660 LF $ 74.95 $ 124,417.00 100% $ 0.00 6 Excavate and Replace Soil 1 LF $ 95,375.00 $ 95,375.00 100% $ 0.00 7 Brush Cleaning 1 LS $ 3,000.00 $ 3,000.00 100% $ 0.00 8 Trench backfill(interceptor) 38 LF $ 85.90 $ 3,264.20 100% $ 0.00 9 48"Manhole(0-12') 22 EA $ 1,485.00 $ 32,670.00 100% $ 0.00 10 48"Manhole(12'-20') 20 EA $ 1,755.00 $ 35,100.00 100% $ 0.00 11 48"Manhole(20'+) 2 EA $ 5,790.00 $ 11,580.00 100% $ 0.00 12 60"Drop Manhole(12'-20') 1 EA $ 3,990.00 $ 3,990.00 100% $ 0.00 13 60" Drop Manhole(20'+) 1 EA $ 3,500.00 $ 3,500.00 100% $ 0.00 14 60" Manhole(20'+) I EA $ 3,500.00 $ 3,500.00 100% $ 0.00 15 6"Service(Short) 55 EA $ 375.00 $ 20,625.00 100% •8 0.00 16 6"Service(Long with TBF) 57 EA $ 1,185.00 $ 67,545.00 100% $ 0.00 17 6" Forcemain(D.I.P.CL52) 6568 LF $ 16.70 $ 109,685.60 100% $ 0.00 18 Cleanout Manhole 3 EA $ 4,250.00 $ 12,750.00 100% $ 0.00 19 Air Release Valve&Vault I EA $ 4,790.00 $ 4,790.00 100% $ 0.00 20 20"Steel Casing-Jack and Bore 150 LF $ 185.00 $ 27,750.00 100% $ 0.00 21 Connect to Interceptor Manhole 2 EA $ 2,490.00 $ 4,980.00 100% $ 0.00 22 Trench Backfill(0-12')(CA-6') 320 LF $ 18.90 $ 6,048.00 100% $ 0.00 23 Trench Backtill(12'-20')(CA-6') 360 LF $ 32.90 $ 11,844.00 100% $ 0.00 24 Lift Station and Controls I LS $ 148,000.00 $ 148,000.00 100% $ 0.00 25 Li ft Station Building I LS $ 16,800.00 $ 16,800.00 100% $ 0.00 26 Lift Station Generator I LS $ 27,000.00 $ 27,000.00 100% `6 0.00 Sanitary Tolal $ 897,91 1.85 $ 0.00 alt 2 %Complete Item Description of Quantity Unit Price Cost Item Unit WATER MAIN I 6" D.I.W.M.(CL52)with encasement 18 LF $ 17.90 $ 322.20 100'% $ 0.00 2 8"D.LW.M.(CL52)with encasement 9815 LF $ 18.35 $ 180,105.25 100% $ 0.00 3 Fire Hydrant 36 EA $ 1,800.00 $ 64,800.00 100% $ 0.00 I 4 8"Valve and Vault 0 EA $ 1,500.00 $ 0.00 100% 5 0.00 5 8"Valve and Box 32 EA $ 890.00 $ 28,480.00 100% $ 0.00 6 12"Valve and Vault 3 EA $ 2,090.00 $ 6,270.00 100% $ 0.00 7 I"Service(Short) 56 EA $ 290.00 $ 16,240.00 100% $ 0.00 8 I"Service(Long with TB F) 57 EA $ 685.00 $ 39,045.00 100% $ 0.00 9 16"Steel Casing-.lack and Bore 245 LF $ 185.00 $ 45,325.00 100% $ 0.00 10 Trench Backfill(CA-C) 625 LF $ 10.50 $ 6,562.50 100% $ 0.00 Water Main Total $ 387,149.95 $ 0.00 c,\.< OFF SITE WATER MAIN I 6" D.i.w.m.(C152)with Encasement 180 LF $ 17.90 $ 3,222.00 100% $ 0.00 2 12"d.i.w.m.(c152)with Encasement 4070 LF $ 33.35 $ 135,734.50 100% $ 0.00 3 12"Valve and Vault 5 EA $ 2,090.00 $ 10,450.00 100% $ 0.00 4 Fire Hydrant 9 EA $ 1,800.00 $ 16,200.00 100% $ 0.00 5 20"steel Casing-.lack and Bore 25 LF $ 215.00 $ 5,375.00 100% $ 0.00 6. Trench Backfill(CA-6) 119 LF $ 10.50 $ 1,249.50 100% $ 0.00 Off Site Water 5 172,231.00 $ 0.00 0\., Main Total STORM SEWER 1 8"A.D.S. 31 LF $ 15.00 $ 485.00 100% $ 0.00 2 10"A.D.S. 82 LF $ 18.00 $ 1,476.00 100'% $ 0.00 3 10" RCP(CL V) 17 LF S 12.00 $ 204.00 100% $ 0.00 4 10"PVC'(SDR18) 157 LF 5 18.00 5 2,826.00 100% $ 0.00 5 12"A.D.S. 1394 LF $ 14.50 $ 20,213.00 100% 5 0.00 6 12" RCP(CL V) 2924 LF 5 16.00 $ 46,784.00 100'%, $ 0.00 7 12"PVC 20 LF $ 20.00 $ 400.00 100% $ 0.00 8 15"A.D.S. 441 LF $ 22.00 $ 9,702.00 100% $ 0.00 3 %. Item Description of Item Quantity Unit Unit('rice Cost Complete Cost to Complete 9 15" RCP(CL IV) 1313 LF $ 17.75 $ 23,305.75 100% $ 0.00 10 18"A.D.S. 35 LF $ 25.00 $ 875.00 100% $ 0.00 11 18" RCP(CL III) 855 LF $ 20.00 $ 17,100.00 100"/, $ 0.00 12 I S" PVC 138 LF $ 25.00 $ 3,450.00 100% $ 0.00 13 21"A.D.S. 196 LF $ 27.00 $ 5,292.00 100% $ 0.00 14 21" RCP(CL III) 757 LF $ 23.00 $ 17,41 1.00 100'% $ 0.00 15 24" RCP(CL III) 112 LF $ 38.00 $ 4,258.00 100% $ 0.00 16 27"A.D.S. 150 LF $ 29.00 3 4,350.00 100% 3 0.00 17 27" RCP(CL III) 220 LF $ 32.75 $ 7,205.00 100% $ 0.00 18 30"A.D.S. 112 LF $ 30.70 $ 3,438.40 100% $ 0.00 19 30" RCP(CL III) 985 LF 3 34.00 $ 33,490.00 100% $ 0.00 20 36"A.D.S. 378 LF $ 34.50 $ 13,041.00 100% $ 0.00 21 38" RCP(CL III) 800 LF $ 42,00 $ 33,600.00 100% $ 0.00 22 24" Inlet 43 EA $ 660.00 $ 28,380.00 100% $ 0.00 23 36"Manhole 3 EA 3 720.00 3 2,160.00 100% $ 0.00 24 36"Catch Basin 38 EA $ 795.00 3 30,210.00 100'5 $ 0.00 25 48" Inlet 5 EA $ 820.00 $ 4,100.00 100% $ 0.00 26 48"Catch Basin 5 EA $ .945.00 $ 5,670.00 100% $ 0.00 27 48" Manhole 3 EA 3 935.00 $ 2,805.00 100% $ 0.00 28 60" Manhole 43 EA $ 1,120.00 $ 48,160.00 100% $ 0.00 29 72" Manhole 2 EA $ 2,100.00 $ 4,200.00 100% 3 0.00 30 8"FES A.D.S. 1 EA $ 120.00 $ 120.00 100% $ 0.00 31 10" FES A.D.S. 4 EA $ 120.00 , $ 480.00 100% $ 0.00 32 10" FES RCP I EA $ 550.00 $ 550.00 100% $ 0.00 33 12" FES A.D.S. 2 EA $ 130.00 $ 260.00 100% 5 0.00 34 12" FES RCP with Riprap 4 EA $ 550.00 $ 2,200.00 100% $ 0.00 35 15" FES vv/Grate ADS w/Crate& I EA $ 130.00 $ 130.00 100% $ 0.00 Riprap 36 18" FES w/Grate RCP w/Grate&Riprap I EA $ 650.00 $ 650.00 100% $ 0.00 37 18" FES w/Grate ADS w/Grate& I EA 3 150.00 $ 150.00 100% $ 0.00 Riprap 38 21" FES w/Grate ADS w/Grate& 1 EA $ 150.00 $ 150.00 100% $ 0.00 Riprap 39 30" FES w/Grate ADS w/Grate& I EA 3 170.00 3 170.00 100'5 $ 0.00 Riprap 4 Item Description of Item Quantity Unit Unit Price Cost Complete Cost to Complete 40 38"FES w/Grate ADS w/Grate& 3 EA $ 200.00 5 600.00 100% $ 0.00 Riprap 41 Trench Backfill(CA-6) 1682 LF $ 7.75 $ 13,035.50 100% $ 0.00 42 24"Steel Casing Augered 97 LF 5 225.00 $ 21,825.00 100% $ 0.00 43 27"Steel Casing Augered 115 LF $ 265.00 5 30,475.00 • 100% $ 0.00 Storni Sewer Total $ 444,499.65 $0.00 ,,,e... ( STREET TREE&R.O.W. r8,.;yl Ll� ,..2,-, PLANTING SHADE TREES 1 Autumn Blaze Maple,3"cal. 68 EA $ 400.00 $ 27,200.00 ' % 5 ,800.01 ` / 2 Common Hackberry,3"cal. 52 EA $ 400.00 5 20,800.00 • "A, $ x.200.10 W 3 Marshall Ash,3"cal. 35 EA $ 400.00 5 14,000.00 _•j .% S 3,.00 00 2.-) 4 Summit Ash,3"cal. 42 EA $ 400.00 $ 16,800.00 \\ 4 $ 4,21'.00 5 Skyline Honeylocust,3"cal. 59 LA $ 400.00 5 23,600.00 "A $ 5,9 i .00 6 Red Oak,3"cal. 61 EA $ 450.00 $ 27,450.00 '6, $ 6, 6..50 7 Redmond Linden,3"cal. 31 EA 5 400.00 $ 12,400.00 ' 5 3 100.10 8 Greenspire Linden,3"cal. 49 EA $ 400.00 $ 19,600.00 ' % $ ,900.11 ORNAMENTAL TREES 1 Apple Serviccberry,6'tall 18 EA $ 250.00 5 4,500.00 75% $ 1,125.00 DECIDUOUS SHRUBS I Northern Burgundy Viburnum,24"tall 13 EA $ 35.00 $ 455.00 75% $ 113.75 MISC. MATERIALS I Sod-R.O.W.,Outside of Lots,S.Y. 3390 SY $ 2.50 $ 8,475.00 75% $ 2,1 18.75 2 Seed Fox Road,R.O.W.,Acre I AC 5 3,000.00 $ 3,000.00 75% $ 750.00 Seed also disturbed area of east R.O.W. 3 Mulch,C.Y. 45 CY 5 38.00 5 1.710.00 75% $ 427.50 Street/ROW Total $ 1.3-1,00.00 $ 32,022.51) COMMON AREA PLANTING SHADE TREES I Emerald Lustre Norway Maple,3"cal. 12 EA 5 400.00 $ 4,800.00 100% $ 0.00 2 Skyline Honeylocust,3"cal. 12 EA $400.00 $ 4,800.00 100% $ 0.00 3 Greenspire Linden,3"cal. 10 EA $ 400.00 $ 4,000.00 100% $ 0.00 5 '%, Item Description of Rein Quantity Unit Unit Price Cost Complete Cost to Complete (; 7sceti„ h-z) ORNAMENTAL TREES 1 Apple Serviceberry,6'tall 6 EA $ 200.00 $ 1,200.00 75% $ 300.00 ),/ 2 River Birch,6'tall 11 EA $ 190.00 $ 2,090.00 75% $ 522.50 3 Prairietire Crabapple,6'tall I EA $ 175.00 $ 175.00 100% $ 0.00 EVERGREEN TREES I Austrian Pine,6'tall 13 EA $ 300.00 $ 3,900.00 100% $ 0.00 2 Austrian Pine,6'tall 6 EA $ 375.00 $ 2,250.00 100% $ 0.00 3 Green Colorado Spruce,6'tall 20 EA $ 300.00 $ 6,000.00 100% $ 0.00 4 Green Colorado Spruce,8'tall 10 EA 5 375.00 5 3,750.00 I00% 5 0.00 5 Douglas Fir,6'tall 6 EA $ 300.00 5 I,800.00 100% $ 0.00 6 Douglas Fir,8'tall 2 EA $ 375.00 $ 750.00 100% 5 0.00 DECIDUOUS SHRUBS I Brilliant Red Chokeberry,24"tall 74 EA 5 35.00 $ 2,590.00 90% $ 259.00 2 Bailey's Redtwig Dogwood,24"tall 64 EA $ 35.00 $ 2,240.00 90% $ 224.00 3 Nearly Wild Rose,24"tall 34 EA $ 30.00 $ 1,020.00 90% $ 102.00 4 Anthony Waterer Spirea,24"tall 7 EA $ 30.00 $ 210.00 90% $ 21.00 5 Northern Burgundy Viburnum,24"tall 84 EA $ 35.00 $ 2,940.00 90% $ 294.00 EVERGREEN SHRUBS I Green Sargent Juniper,24"wide 8 EA $ 35.00 $ 280.00 100% $ 0.00 ORNAMENTAL GRASSES AND PERENNIALS I Goldstrum Black-Eyed Susan, I gal. 48 EA $ 10.00 8 480.00 75% $ 120.00 2 Maiden Grass,2 gal. 12 EA 8 15.00 5 180.00 75% $ 45.00 MISC. MATERIALS I Lawn Seed-Mix A,Acre 3.5 AC $ 3,000.00 $ 10,500.00 50% $ 5,250.00 2 Temporary Seed-Mix C 3.4 AC' $ 1,500.00 $ 5,100.00 50% $ 2,550.00 3 Wet Meadow Seed•Mix D,Acre 0.1 AC' $ 3,500.00 $ 350.00 C 1.--Yrr $ --1-47=5700 3 4 Upland Prairie Seed-Mix E,Acre 1.9 AC $ 3,500.00 $ 6,650.00 O 7--a4)'%7" $ 4 L.,65 5 Detention Seed-Mix B,Acre 2.4 AC $ 3,000.00 $ 7,200.00 50% $ 3,600.00 6 '%, Item Description of Item Quantity Unit Unit Price Cost Complete Cost to Complete (.._,,...- c./il<...,..,z)6 Erosion Control Blanket 13,425 AC $ 1.15 $ 15,438.75 50% $ 7,719.37 4 7 Mulch,C.Y. 50 CY $ 38.00 $ 1,900.00 $92,573.75 50% 950.00 Common Area $25,456.87 Total EROSION CONTROL MEASURES I Silt Fencing 11662 LF $ 1.35 $ 15,743.70 100% $ 0.00 2 Temporary and Permanent Seeding 3 AC $ 3,000.00 $ 9,000.00 90% $ 900.00 w/terti I i zer 3 Outlet Rock Rip Rap(20 SY/Outlet) 220 SY $ 10.80 $ 2,376.00 100% $ 0.00 4 Stabilized Construction Entrance I EA $ 1,080.00 $ 1,080.00 100% $ 0.00 5 Straw Bale Structures 12 EA $ 100.00 $ 1,200.00 100% $ 0.00 6 Woody Plants(cluster) 24 EA $ 550.00 $ 13,200.00 100% $ 0.00 7 Prairie Seed 4.3 AC $ 1,000.00 $ 4,300.00 0% $ 4,300.00 Erosion Control $ 46,899.70 $ 5,200.00 Total Miscellaneous I Street Lights-Complete Assembly 25 EA $ 2,385.00 $ 59,625.00 100% $ 0.00 2 Street and Stop Signs 26 EA $ 135.00 $ 3,510.00 40% $ 2,106.00 3 Railroad Crossing&Signal Protection 1 LS $ 423,000.00 $ 423,000.00 100% $ 0.00 Miscellaneous $ 486,135.00 $ 2,106.00 Total l(W:5,,A4_z, , V\--"2---5 -1-1, ,,..4 C,,;k- C. 1,,C _,LL r '2) 51-r i,-mss I Ii 9re.,9cr, � �z� 12z.S� -> C-,m....a,. ( l�t �.T: 061 2.,5 1 3. 7 7 1 Z 4,'I5 .b-1 4) Crag,.„ C,_.:-V'r.1 0 Lftt Q°. t,1 ? i ,. 5) L;+i-5 -, ZN 4--- '•--- .. $;3 �. 7 Item Description of Item Quantity Unit Unit Price Cost Complete Cost to Complete Estimated Estimated Cost of Total Completed Work Excavation("Earthwork")Total $ 704,000.00 $ 704,000.00" Roadway&Fox Road Total(Pavement) $ 749,073.57 $ 484,941.66 Sanitary Sewer Total $ 897,911.85 $ 897,911.85 '' Water Main&Off Site Water Main Total $ 559,380.95 $ 559,380.95 " Storm Sewer Total $ 444,499.65 $ 444,499.65✓ Miscellaneous Total $ 818 342.45 $ '�S 3,��a..zg Subtotal: $4,173,208.477. $ 4,08,6 .3S 10%Contingency $ 417,320.'5 Original Letter of Credit $4,,90,529 2 Estimated Cost to Complete $ 3 4,54 .08 10% Contingency $ 34,4.4.11 �� so„dt Estimated Cost of Completed Work $3,8281 7.39 Deduct 15% $ 574,300.11 New Letter of Credit $ 61,861.13 Previous Reduction $ ,199,975.2: This Reduction in Letter of Credit 2,054,392.00 CADocuments and Settings VCaw!Ultsch\Nly Documents\Rivet sEdgeLetterOfReductionCity's I stFigures2 8 UNITED CITY OF YORKVILLE To: Tony Graff, City Administra r From: Joe Wywrot, City Engineer Subject: Mill & Van Emmon Watermam—ID*• Highway Permit Date: March 18, 2003 Attached find a copy of a proposed resolution and IDOT Highway Permit application for our proposed watermain project on Mill Street and Van Emmon Street this coming summer. The permit is needed so we can bore a new watermain under Route 47 at Van Emmon. Please place this item on the Public Works Committee agenda of March 24, 2003. It would move on to the Committee of the Whole agenda of April 1st, and finally to the City Council agenda of April 8th for approval. If you have any questions regarding this matter, please see me. Cc: Dan Kramer, City Attorney RESOLUTION WHEREAS, the City of Yorkville located in the county of Kendall, state of Illinois, wishes to perform a watermain installation along Illinois Route 47 which by law comes under the jurisdiction and control of the Department of Transportation of the state of Illinois, and WHEREAS, a permit from said Department is required before said work can be legally undertaken by said City of Yorkville; now THEREFORE, be it resolved by the City of Yorkville, county of Kendall, state of Illinois. FIRST: That we do hereby request from the Department of Transportation, state of Illinois, a permit authorizing the City of Yorkville to proceed with the work herein described and as shown on enclosed detailed plans. SECOND: Upon completion of the proposed watermain installation by the contractor and acceptance by the city council, guarantees that all work has been performed in accordance with the conditions of the permit to be granted by the Department of Transportation of the state of Illinois. Further, the city council will hold the state of Illinois harmless for any damaged that may occur to persons or property during such work. The city council will require the contractor to obtain a bond and a comprehensive general liability insurance policy in acceptable amounts and will require the developer to add the State of Illinois as an additional insured on both policies. THIRD: That we hereby state that the proposed work is, is not, (delete one) to be performed by the employees of the City of Yorkville. FOURTH: That the proper officers of the City of Yorkville are hereby instructed and authorized to sign said permit in behalf of the City of Yorkville. I, , hereby certify the above to be a (City or Village Clerk) true copy of the resolution passed by the City Council, county of Kendall, State of Illinois. Dated this day of A.D. 20 (Signature) (CORPORATE SEAL) RESOLUTION I Illinois Department Highway Permit of Transportation 9 y District Serial No. PMT019ac/L-8562 City of Yorkville (We) do Engineering Enterprises, Inc. 52 Wheeler Road (Name of Applicant) (Mailing Address) Sugar Grove IL 60554 Hereinafter termed the Applicant, (City) (State) request permission and authority to do certain work herein described on the right-of-way of the State Highway known as IL Route 47 Section From Station • to Station Kendall County. The work is described in detail on the attached sketch and/or as follows: • Located at the intersection of Van Emmon and IL Route 47. Upon approval this permit authorizes the applicant to locate, construct, operate and maintain at the above mentioned location, water main installation as shown on the attached plans which become a part hereof. The applicant shall notify Ray Moore, Field Technician, Phone: 815-853-4345 or the District Permit Section, Phone: 815-434-8490 twenty-four hours in advance of starting any work covered by this permit. The State right-of-way shall be left in good condition. (No advertising matter shall be placed on the State right- of-way). (SEE THE ATTACHED SPECIAL PROVISIONS) It is understood that the work authorized by this permit shall be completed within 180 days after the date this permit is approved, otherwise the permit becomes null and void. This permit is subject to the conditions and restrictions printed on the reverse side of this sheet. This permit is hereby accepted and its provisions agreed to this Day of20 03 Witness Signed �� Applicant 800 Game Farm Road 800 Game Farm Rood Address Mailing Address Yorkville IL Yorkville TT, City State City State SIGN AND RETURN TO: District Engineer 700 East Norris Drive, Ottawa, IL 61350 Approved this day of 20 Department of Transportation CC:Applicant (2) Field Engineer Final Inspection BY: District Engineer First: The Applicant represents all parties in interest and shall furnish material, do all work, pay all costs, and, shall in a reasonable length of time restore the damaged portions of the highway to a condition similar or equal to . that existing before the commencement of the described work, including any seeding or sodding necessary. Second: The proposed work shall be located and constructed to the satisfaction of the District Engineer or his duly authorized representative. No revisions or additions shall be made to the proposed work on the right-of-way without the written permission of the District Engineer. Third: The Applicant shall at all times conduct the work in such a manner as to minimize hazards to vehicular and pedestrian traffic. Traffic controls and work site protection shall be in accordance with the applicable requirements of Chapter 6 (Traffic Controls for Highway Construction and Maintenance Operations) of the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways and with the traffic control plan if one is required elsewhere in the permit. All signs, barricades, flaggers, etc., required for traffic control shall be furnished by the Applicant. The work may be done on any day except Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Work shall be done only during daylight hours. Fourth: The work performed by the Applicant is for the bona fide purpose expressed and not for the purpose of, nor will it result in, the parking or servicing of vehicles on the highway right-of-way. Signs located on or over hanging the right-of-way shall be prohibited. Fifth: The Applicant, his successors or assigns, agrees to hold harmless the State of Illinois and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. Sixth: The Applicant shall not trim, cut or in any way disturb any trees or shrubbery along the highway without the approval of the District Engineer or his duly authorized representative. Seventh: The State reserves the right to make such changes, additions, repairs and relocation's within its statutory limits to the facilities constructed under this permit or their appurtenances on the right-of-way as may at any time be considered necessary to permit the relocation, reconstruction, widening or maintaining of the highway and/or provide proper protection to life and property on or adjacent to the State right-of-way. However, in the event this permit is granted to construct, locate, operate and maintain utility facilities on the State right-of-way, the Applicant, upon written request by the District Engineer, shall perform such alterations or change of location of the facilities, without expense to the State, and should the Applicant fail to make satisfactory arrangements to comply with this request within a reasonable time, the State reserves the right to make such alterations or change of location or remove the work, and the Applicant agrees to pay for the cost incurred. Eighth: This permit is effective only insofar as the Department has jurisdiction and does not presume to release the Applicant from compliance with the provisions of any existing statutes or local regulations relating to the construction of such work. Ninth: The Construction of access driveways is subject to the regulations listed in the "Policy on Permits for Access Driveways to State Highways." If, in the future, the land use of property served by an access driveway described and constructed in accordance with this permit changes so as to require a higher driveway type as defined in that policy, the owner shall apply for a new permit and bear the costs for such revisions as may be required to conform to the regulations listed in the policy. Utility installations shall be subject to the "Policy on the Accommodation of Utilities on Right-of-Way of the Illinois State Highway System." Tenth: The Applicant affirms that the property lines shown on the attached sheet(s) are true and correct and binds and obligates himself to perform the operation in accordance with the description and attached sketch and to abide by the policy regulations. r SPECIAL PROVISIONS The petitioner, their successors, or assigns, shall maintain that portion of the driveway on State right-of-way in such a manner satisfactory to the Department, otherwise the Department will maintain the shoulders included in the entrance driveways to the same standard that exists on adjacent shoulders, and if necessary, such areas will be restored to the original cross section and earth shoulders. All turf areas which are disturbed during the course of this work shall be restored to the original line and grade and be promptly seeded in accordance with Standard State Specifications. Whenever any of the work under this permit involves any obstruction or hazard to the free flow of traffic in the normal traffic lanes, plans for the proposed method of traffic control must be submitted to and approved by the District Engineer at least 72 hours, and preferably longer, before the start of work. All traffic control shall be in accordance with the State of Illinois Manual of Uniform Traffic Control Devices and amendments thereof. It should be noted that standards and typical placement of devices shown in the Uniform Manual are minimums. Many locations may require additional or supplemental devices. The petitioner agrees to furnish the necessary barricades, lights, and flagmen for the protection of traffic. Traffic shall be maintained at all times. The applicant agrees to notify the Department of Transportation upon completion of work covered under the terms and conditions of this permit so that a final inspection and acceptance can be made. To avoid any revisions to the work completed under the highway permit, the applicant should insure the conditions and restrictions of this permit, the applicable supplemental permit specifications and permit drawing are fully understood. If this permit work is contracted out, it will be the responsibility of the applicant to furnish the contractor with a copy of this highway permit, as the applicant will be responsible for the contractor's work. A copy of approved permit shall be present on job site at all times the work is in progress. The Department reserves the right to reject or accept any contractor hired by the applicant. The excavation under the pavement shall be replaced with controlled low strength material, and the pavement replaced in accordance with pavement replacement details. All excess material shall be removed from the highway right-of-way. All excavations shall be promptly backfilled, thoroughly tamped and any excess material removed from the State right-of-way (including rock exposed during backfilling operations). Mounding or crowning of backfill will not be permitted. The diameter of any bored hole shall not be more than one (1) inch larger than the outside diameter of the pipe. Boring of pipe over six (6) inches in diameter shall be accomplished with an auger and following pipe. Borings six (6) inches and under may be accomplished by either jacking or auger and following pipe method. It is the applicant's responsibility for insuring that all requirements of the Illinois Environmental Protection Agency, Division of Public Water Supplies have been satisfied. PMT019ac\L-8562 UNITED CITY OF YORKVILLE To: Tony Graff, City Administra or From: Joe Wywrot, City Engineer Subject: Country Hills Subdivision—Phase 2` Bond Reduction No. 1 Date: March 19, 2003 Attached find a request from the Country Hills developer to reduce the bond amounts for that subdivision. Country Hills has two bonds in place to guarantee completion of improvements. One bond (No. 83BCSBV9112) covers watermain, sanitary sewer, sump services, and sitework. The other bond (No. 83BCSBV9113) covers roadway and storm sewers. I have reviewed the requests and concur with the most of their estimated work completed to date. Based on the work completed to date, I recommend that Bond No. 83BCSBV9112 be reduced by a total of$589,306.35, and that Bond No. 83BCSBV9113 be reduced by a total of$616,213.99. A summary of the bond status is listed below. The amounts listed below for the original bond amounts are correct, even though they differ slightly from the amounts shown on the spreadsheet. Bond No. 83BCSBV9112 (Water, Sanitary, Sumps, Sitework) Original Bond amount: $ 958,391.00 Less previous reductions: $ 0.00 Less this reduction: $ 589,306.35 Amount remaining in Bond: $ 369,084.65 Bond No. 83BCSBV9113 (Roadway, Storm Sewer) Original Bond amount: $ 781,967.00 Less previous reductions: $ 0.00 Less this reduction: $ 616,213.99 Amount remaining in Bond: $ 165,753.01 Please place this item on the Public Works Committee agenda of March 24, 2003 for consideration. Cc: Barb Dwyer, Dennis W. Dwyer, Inc. 19-Mar-02 Letter of Credit/Bond Reduction Subdivision: Country Hills- Phase 2 Bond# 83BCSBV9112 Water, Sanitary, Sump services, Sitework Reduction No. 1 LOC/Bond Approved Original amount Substantially complete Amount to remain Item Enq. Est. for LOC/Bond prior to Red. No.1 after Red. No.1 Watermain $234,920.00 $258,412.00 $234,920.00 $35,238.00 Sanitary $165,728.00 $182,300.80 $165,728.00 $24,859.20 Sitework $435,073.00 $478,580.30 $184,131.00 $303,655.85 Sump services $35,544.00 $39,098.40 $35,544.00 $5,331.60 Totals $871,265.00 $958,391.50 $620,323.00 $369,084.65 Notes: 1) LOC/Bond amt. to be 15% of substantially completed items plus 110% of uncompleted items. 2) Sitework includes grading, erosion control, sidewalks, parkway landscaping, and streetlights Subdivision: Country Hills- Phase 2 Bond# 83BCSBV9113 Roadway, Storm Sewer Reduction No. 1 LOC/Bond Approved Original amount Substantially complete Amount to remain Item Eno. Est. for LOC/Bond prior to Red. No.1 after Red. No.1 Roadway $423,078.00 $465,385.80 $360,845.20 $122,582.86 Storm Sewer $287,801.00 $316,581.10 $287,801.00 $43,170.15 Totals $710,879.00 $781,966.90 $648,646.20 $165,753.01 Notes: 1) LOC/Bond amt. to be 15% of substantially completed items plus 110% of uncompleted items. 03/19/2003 10:23 6309619454 DW DWYER INC PAGE 01 r CO �1J NTRY r.:I LLS SUBD:v:s:oN March 19, 2003 Page 1of 3 (Including Spreadsheet) (Revised) United City of Yorkville 800 Game Farm Road Yorkville, .1.1 60560 Attention: Joe Wywrot, City Engineer RE: Country Hills Subdivision Phase II- Bond Reduction Irrevocable Public Improvement Bonds • No. 83BCSBV9112 —Sump Services, Watermain, Sanitary Sewer. & Other Site Improvements, No. 83BCSBV91 l 3-Roadway Improvements Dear Joe, Please accept this letter as a formal application to the City of Yorkville for a reduction in the bond amount required for Country Hills Phase II Subdivision Improvements. • Bond No. 83BCSBV91 J 2: Existing Bond. Amount (*Est.Cost+ 110%) $ 958,391.00 Improvements Completed to Date (*Est.Cost ) 620,323.00 Completed Work(15%) (A) 93,048.45 Balance of Work to be Completed (*Est.Cost) (B) 363,990.45 Balance of Work to be Completed (110%) (Bonded) (C) 36,399.05 New Bond Amount Requested.(A) +(B)+(C) $ 493,437.95 Bond No. BCSBV9113: Existing Bond Amount (*Est. Cost+ 110%) $ 781,967.00 Improvements Completed to Date(Est, Cost) 650,469,00 Completed Work(15%) (A) 97,570.35 Balance of Work to be Completed *(Est. Cost) (B) 157,980.00 Balance of Work to be Completed ( 110%) (Bonded) (C) 1.5,798.00 New Bond Amount Requested (A) +(B) + (C) $ 271,348.35 Attached you will find a copy of the* Spreadsheet, (revision dated 031703) which was prepared by McClure Engineering, with the costs to complete the remaining improvements. Originals of the same have been trailed to you. Please process our application to be included in the next meeting. Your attention. and consideration will be appreciated. Barbara and Dennis Dwyer Managing Members-Country Hills Subdv. LLC 03/19/2003 10:08 6309619454 DW DWYER INC PAGE 03 MAR-18-2003 10:01 MCCLURE OTTAWA DI U. 915 433 5930 P.01/02 COUNTRY HILLS_pliASE H IMPROVEMEN75 CITY OF YORI(VILLE VY; Brien D.Brown,9.e. Macacae EAgfnrcdn9 DATE: OcloEer 15,2002(Rov.9/17031 ESTIMATE OF COST . TOTAL UNIT TOTAL COMP. COMP. ITEM UNIT QUANT. PRICE COST QUANT, TOTAL ROADyA IjMPROVEMEttrA ACOIteGATE 0A6C COURSE,TYPE B -TON 10.674 12.001 128,136.00 10,876 141,'14,00 rCSEOT .ATILE FABRIC _EL YD. 13,264 1.50, 47.308.00 18264 27,395.0g BITUMINOUS PRIME COAT,MC.60 r GAL.. 0,075 1.201 7.250,00 L ker ...7.-299700-- 54 BITUMINOUS BINDER COURSE,CLAS I•Mix 6 70N 2,163 42.00, 90,946.00 2.163 00.840.00 211 TUMINOU6 SURFACE COURSE,cuss I•MIX 5,TYPE 7 ^ TON 1,290 45.00_ 58.410.00 A 0.12 CURH ANO GUTTER L.F. 9,250 1200 111000,00 9.250 111,51)0,00 12`R,C,e,P.STORM 6EWFA FOOT 1,252 22.00 2'1.704.00 1,282 27.784.00 12'R.C.Ce STORM 9eWER(sPOI1IAL) r'OUr 615 2200 12,590,00 615 13,630,00 ]6'R.C.C,P,SronMSEWER ^ FOOT 530 . 27,00 14,445,00 _ 503 14,445,00 15`R,C,C.P.6TORM SEWER(BPECIALLr, FOOT 77 27,09, 2,079.00, 77 2079.0 18.R,C.C.P.STORM SEWER ..-"^ FOOT 209 0.7.30 6,097,00 209 8,607,00 21'R C.C.P.STORM SEWER FOOT 774 _ 38.00 29,412.00 774 20 412.00 24"R.0 C.P.STORM S&WfiR FOOT r 959 40.00 98,800.00 999 100.00 zr R.c.C.P.STORM SEWER ,_ , FOOT 195 52.61, 8.470.00_ 183 8,470. 2r M.C.C.P.STORM SFAIER(SPECIAL) -, FOOT 79 52.00 4,100.00 79 4.100.00 20'R,C,C.P,STORM 4EvATcR -- ROOT 252 00.00 10,1I0.00 252 15,120,00 3C^N,e.C.P.STORM S61NFR UPFCIALI FOOT , 142 00.00 6.520.00 142 ` 8,520.00 36•R.C.C,P.STORM SEWER . FOOT_, 4 70,00 210.00 4 260.00 38 R.c.c.P.STORM 6L�WER ISPECIALI PWT 28$ _70.00 10,010.00 289 10,040,00 CATCH BASIN TY, A(1'nai W/NEENAH TT,R 1090 FRAME AND9RATE SACH ...L.,. 900.00 900.00 1 , 000.00 CATCH RASH TV, Ala'01A)W NEENAH TY.,51200 AV FRAM8 ANO ORATE SACH 0 909.00 8.100.00 9 8,100.00_ CATCH BASIN TY A(4'OA.)W/NEENAH TY.R 1000 FRAME AND GRATE EACH 6 1,200.30 7,200.00 6. 7,200.00 CA1 CH BASIN TY, A(4'DIA)W/NEENAH 1Y,R 1000 FRAME.ANN OPIATE WI FLAT TOP SLAB EACH .«3 1200.00 3,500.00 3 3,600,00 CATCH BASIN TT.A.(4'Wjyky NEENAH TY.R 3016 FRAME AND GRATE EACH 1 -.,......1,200.00 1200.00 1 1,200,00. itA.T,CH BASIN TY.A(4'DIA.)W/NEENAH TY R 32816V FRAME ANO GRATE EACH 1 1.202_09 1.200.00 1 1,200.00 CATCH BASIN TY,A(6'DIA.)W/NEENAH TY,R 5250 SV FRAME AND OPATE WI FLAT TOP SLA01 F1ACH, 1 1,900,30, 1.500.00 1 1,500.00 CATCH BA91N TY.A(S DIA.)WI NEPIAH TY.R 9015 FRAME AND GRATE W/Fiikr(pr.SLAB EACH 1 700.00 790,00 1 700.00 CATCH 0A$IN TY.A(7 D1A.)W/NEENAH TY.A 32608V FRAME AAr(.1 OFA'E WI PLAT TOP SLAB FACIA ` 2 700.00 1,400.00 _...3 1.400.00 ETCH BASIN TY.A(5'DIA.)W/NEENAH TY,R 1030 FRAME AND ORATE W/FLAT TOP 61,09 EACH 7 1,000.00 +�10,550,00 7 10,500.00 INLET TY,0(3'DIA.)W/NEENAH TY.R 3016 FRAME AND GRATE EACII 9 909,00 7200.00 9 7,200.00 INLET T`.'.0 TI DW,,W/NEENAH TY 9 3266 BV FRAME AND ORATE _ I EACH 1; 800.00 9000.00 12 9.600,q is,gr 1'Y,B(3'DIA.)WI NEENAH TY,R 8016 FRAME AND CRATE W/FLAT TOP SLAB EACH 2 600.00 1.009.00 2 1,90000 INLET TY.B{3'e_). WI NEENAH TY.R ion FRAME AND OPEN LIO WI F LAT TOP SLAB EACH 1 600.00 600.00 1 800,00 ,INLET TY,A(2_DIA)WI NEENAH TY.R 1090 FRAME AND OPEN LID EACH 2 ( 60100, 1,200.00 J 1,209,00 MANHOLE TY.A 14'PIA)W/FRAME.ANL/CLOSED LID EACH a 1.100.00 2,900.00 2 2,200.00, MANHOLE.TY.A(4'OIA.)WI NBENPH TY.R 1030 FRAME AN°OPEN LID W/FIAT TOP SLAB EACH 1 1,100.00` 1,100.00_ 1, 1,100,00 MAL4tOLE'IY A 16'DIA..W/NEENAH 1/.3_1000 FRAME AND OPEN LID EACH _ 2 1.400.00 2,600.50_ 2, 2,600.00 MANHOLE TY_A(B DIA..)WI NEENAH TY.R 1000 FRAME AND TY.8 LID EACH ,j 1,40000 4,200.00 2 4,200.00 MANHOLE TY.A(5'DIA.)W/NEENAH TY,R 1030 FRAME ANO TY.B LID IA4 FLAT TOP SLAB , EACH 12 1,400.00 16,600.00 12 16,60000 MAN HQLS TY A 13'UTA.)W/NEENAH TT.A 3266 6V FRAME AND GRA re EACH, 0 1,400.00 1,400.00 1 1.40000 MANHOLE TT.A(5'OIA.1IAN NEENAH TY.R 3286 SM FRAME ANO ORATE Alf FLAT TDP SiAg EACH 1 1,000.001 1.400.00 1 1,400,00, MANHOLE TY,A(6'DIA.)Wr NEENAH TY.R 3015 PRAIA ANO GRATE LAM FIAT TOP SLAB• SACH 1 1.400.00 1,400.00 I 1,490,00^ MANHOLE TY.A 01'DIA,)WI NEENAH TY.R 1030 FRAME AND TY.0 UD W(FL AAT TQR.SLAB EACH 3 1.900,50 5.400.00 3 5,/100.00 MANHOLE TY,A(4'Or&)WI NEENAH TY.R 190 FRAME AND OYEN LID WI FLAT TOP SLAB • EACH 2 1,000.00 5,60000 2 3,000,00 03/19/2003 10:08 6309619454 DW DWYER INC PAGE 02 MAR-18-2003 10:02 MCCLURE OTTAWA DIV. 815 433 5930 P.02/02 GJJNTRY 1IJ6b -PW 11_ IMPK,OjYEMENJ4 CITY OF YORKVILLE EY; 9,4411 D.Brown.PE. MoGlute Englneenrrg ONE: 04140er 15.2002 Any.0(174)3) ESTIMATE OF COST �" r TOTAL UNIT TOTAL COMP. COMP. ITEMUNIT QUANT. PRICE COST QUANT. TOTAL NEW JER giY TY,BARRIER W/REPLECTNE SIGNING EACH , 2 1,000,00, 2,000.00 , TOTAL ESTIMATED COST OP ROADWAY IMPROVEMENTS 9 710,87>f�00 i 600,489 00 JMA MPROVEM6NTS — I A'g — _ ,DNNECTICN TO EXISTING o'WAT,RUAIN EACH 2 1,900,00 320V,DO 2 5.200.00 8-CL,52 D.I. IAIERMAAN `— PORT 5.510 24.00 157.95000 5,518 137.950.00 RESILIENT WEDGE GATE VAI,V5 EACH 12 750.00 9,o9 .9,3 12 8,000.00 a,45'SENO — C1 10 _______12.9_0,,,.... u.12 , 2.200.00 10 2,50 . a'22.5'00.408 EACH 28 • 200.00 5,800.00 28 , 5,800.00 9x8.81 E — ," SACH 3 320.00 000.00 3 980.00 848*6 ANCHORING TEE EACH 19 . . 000.00 5,700.00 19 6,700.00 8x8 CROSB EACH 1 400 400.00 1 •.. 450,00 9'O.LWATERMNNPLUG EACH 1 100.00 100.00 1 100.00 FIRE HYDRANT COMM 5TB ^� EACH , 15 1,940.00 34,980,00 19 34,995.00 1'TYPF'K'WATER SERVICE CONNECTION EACH 85 400,00 34,000.00 8$ 34.000.00 REMOVAL OF EXI TIG FIRE HYDRANT ..„,„ EACH,_ 1 500,041 500_00 1 500.00 TOTAL ESTIPIZEUVr OP WATER MAIN IMPROVEMENTS } 794,090.08 S 2,34,226.00 SANITARY SE SR IMPROVEMFNJ �.. ,8'Py;90R-21 SANITARY 551ARy---.. FOOT 287 22.00 6414,00 287 0,214,00 8'PVC SDR•28 9AN7TARY SEWER _ FOOT 4,135 10,00 74,430.00 4,136 74,430,00 0'SANITARY 9EWCR SERVICE CQNTCTION EACH _ BS 700 W 00,5D0,00 85 59,003,00 MANHOLE TY.A(4'DIA)Wf PNAME AND 92§2.1,I3 EACH 23 1 100.00 0,300,00 23 28,000.00 001 SANITARY SEWER4.EMOVAL F00T 92 2,00 1114,00 92 784,00 TOTAL ESTIMATED COOT Or SANITARY SEWER IMPROVEMENTS 9 109,728.00 4 105,721300 SITE MARK IMPROYEMEPET,8 ,EARTH EXCAVATION(INCLUDE,$PL4CIND AS EMBANKMENT AND T0P701L STR IPPI9Q1 CU.YD. 12,067 3,00, 129,171.00 42,057 139,171,00 ,TRENCH WAC,K�I L CU.YD. 3,200 15.00, 48,000.00 3.2.00 48.000,00 rglj.1 PENCE SOOT 4,700 2.00 9,550 D0 4,790 0,380.00 INLET PROTECTION EACH 8 .50.00 490.00 B 400,00 STET FpN�,,NPRAP r9Q,YD,,_ 22 80.00_ 1,320.00 - STRAWSALE DITCH CHF;ruK_ .�. EACH 10 60.00 00000 . PCC SIDEWALK SO FT. 61,224 __ 3,00 183672,00 PARK VTR EACH 188 100,00 18800007 - PARKVAY QkEOING ACRE _- 2 2,000.00- 5,250.00 LIGHT FI9TURF.. EACH 20 2.07000 41,400.00 .... TOTAL ESTLMA�2D COST OP SITE WORK IMPROVEMENTS 0 435,073,00 3 184.131.00 r 8'H.D,PVC BUMP SERVICE 6007 3.193 800 25.54.4.00 3,193 25,444,00 CLEANDUT9 — EACH 10 250,00 14.0).11 40 10,000,00 TOTAL EET1MATE0 COST OF,SyMp SERVICE IMPROVEMENTS S 30,84400 $ )154490 TOTAL ESTIMATED COST OF COUNTRY HILLS-PHASE 2 IMPROVEMENTS 9 1,502,144.00 C27020240 TOTAL P.02 Illinois Department Resolution for Maintenance of Streets and Highways by Municipality of Transportation Under the Illinois Highway Code BE IT RESOLVED, by the Mayor and City Council of the (Council or President and Board of Trustees) United City of Yorkville , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $55,805.00 of Motor Fuel Tax funds for the purpose of maintaining MAY I, streets and highways under the applicable provisions of the Illinois Highway Code from , 2003 APKiL 3<, to Bate er-44, 2004 BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department , a certified statement showing expenditures from and balances remaining in the account(s)for this period; and BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at Ottawa , Illinois. Clerk in and for the (City,Town or Village) of , County of hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the at a meeting on (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Clerk (City,Town or Village) APPROVED Date Department of Transportation District Engineer BLR 4123(Rev.6/2000) Illinois Department Municipal Estimate of of Transportation Maintenance Costs Period from 05/01/2003 to 04/30/2004 Municipality United City of Yorkville Estimated Cost of Maintenance Operations Material Equipment or Labor Maintenance Operation Quantity Unit Operation (No.-Description-Total Quantity) Item and Specification and Unit Cost Cost Cost 1. Bituminus Patching Bituminus Cold Patch 85 ton 73.00 6205.00 Class I Surface Courst 100 ton 36.00 3600.00 9,805.00 2. Signs and Posts Various Street Signs 150 signs 45.00 6750.00 Sign Posts 150 posts 15.00 2250.00 9,000.00 3. Snow Removal Bulk Rock Salt 1000 ton 36.00 36000.00 Liquid Calcium Chloride 1000 gal 1.00 1000.00 37,000.00 Total Estimated Maintenance Cost $55,805.00 Submitted Eric J. Dhuse Approved By Director Municipal Official Title District Engineer Submit Four(4) Copies to District Engineer BLR 8202(Rev.7/011 7,.:-.7-\\,..,,D,,,70. ,,,, United City of Yorkville County Seat of Kendall County esr.% ®,1836 800 Game Farm Road ,� f V) Yorkville, Illinois 60560 o I'; 2Q Phone:630-553-4350 9 cools. �...dc• Fax:630 553 7575 �`��LE `�v To: Larry Kot, Chairman � /_/ From: Eric Dhuse, Public Works l7 - ✓ '"� Date: March 19, 2003 Larry, I am in the currently working with EEI to develop specifications for the exterior cleaning of the north water tower. The work would be performed this spring, and paid out of this current budget. I would like to discuss this with the committee, and then bring the finished RFP to committee of the whole when it is for approval. I would ask that this be placed on the March 24, 2003 public works agenda. If you have any questions, please let me know. Cc: Art Prochaska, Mayor Tony Graff, Administrator A:. UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer 'b Subject: Treatment Building Design Date: March 21, 2003 Attached find two different architectural designs for the water treatment buildings that will eventually be constructed at different locations in the City. We would like to standardize the design for these buildings. EEI prepared four different elevations. Eric and I eliminated two from consideration based on various building characteristics. I would like the Public Works Committee to review the remaining designs to see if they have a preference. Please place this item on the Public Works Committee agenda of March 24, 2003 for review. /; r /'rwF �nlhxr w wll&� 1 4 r 1 � 'I Id nf�a(w'r r NS - firro.err\--.5 xx,ent-t7er ,-- f5 --vti ttty Ei1,G entry ar 1� L' �� fC �rn1 SOUTH ELE\/ATI ON A SCALE:I/41.1I.01 ,0.0.0,/1. --1,09 a N011`77\2-1am H..Lr109 I / pix /27e). _picb Q },v t J Lti • . fl - H : . r 3 .k't_ tis'..lt .ii ....1 I ? . , ,,,,,,.,...: ,,\‘‘,;..,,..,.....: , ... . . . . . .. , . . tat t t a # ,1{,,i3E3iiri,l'I➢'� ;i' kf F 1 e € lkg It • j. ,. °'"—'4 jj il'.T E C $�I 'v^�. SY FC E 9 pd 3 q fjjt' , ' fi f(// �� T Tgs y i. • # ',tit gg iiVV ,t '''1 `d EPS k� p s� aq• a v. 4 ik` t astl 4,ii i, 1 qq T Y If e t ii r i f KK ii ' '4iY $ .ga.a ap\�E x.'+y'.k.�8 gg )s s ' y "co' r ''q : 1:-o-45 ^' a PUBLIC WORKS FLOW CHART Director of Public Works Eric Dhuse Assistant Director Vacant Water Sewer Streets Parks Support Supt. of Water and Sewer Supt. of Streets Supt. of Parks Secretary Vacant Vacant Vacant Connie Larson Foreman Foreman Foreman Foreman Brian Sorensen Vacant John Sleezer Scott Sleezer Operator Operator Operator Operator Joe Moore Dave Behrens Vacant Brett Behrens MW II MW II MW II MW II Vacant John Enlow Matt Seng Tony Houle MW I MW I MW I MW I Vacant Vacant Vacant Vacant Part Time Part Time Part Time Part Time •\ "1 ARPENTER S y CE $ v iRAy VK r£NARD DR L i a p� RY RTE 4 9 9 � T �' W NULHF�RN T PKW At G -f- Y COLNTRYSIDE PKW t YS r RT t L RF qVE 3 U S i a yp,,r,q.•. M "-t ='Ya s`- - "+,'_" 34 '#c'$ *-�r�..a -� �• �r_ r� `O i.. .- -(`°� ,, y_'`+. -arc. VETERANS PkVY � � �'�, ' '`•�"-��- y _ �:p-" a. 4L ASL�RE D W z R9 r r a y d - b 27 � r '� D17ARK � .• CONOVER LN. AVE ,✓ ' 1 m F 1 -*.-. 1 'r 2Y d ,y S LL '� -L - `? 1, "-------T.�.,_ � �.. �f � 4� � � .• - '`yam' „ i[��i('�1 -.c-'"� JACK ICTPRIA �, °�- 4 �fEf �,-'__ W „ ►L1RT7 qVe k� Y,Si �_ � 1"t rile l A tis r VICE PARKS AV _ ti EA 1 - *- N jale :� � r Fes. � � T � t } z -� 1 �r.-.�_ � '-,� � � Y� s"_ k��•�� a., ,��syQ--� �fi- o �( 1 W W a � �- ��}� �i r r �� -zt ; � �.��N.$'r� � •CY r� � S '� +��c N N -,-G�._ �G i lj ! x � '.,.� � ,� ""�4 � "�` � ..,.•��.,r r �� - p^� � � J � C NTRr Z-3 4�M.{ S7�� -"•s'--- '� qb 4 - p �'`., � r� -d„� �� ..+.�•�a�7 � -z -. --.�� a�� _�"c_� -•,c� �`�. Blackb@rrY Cre _ = y '( •j.,` r --a 1'.$�-Y r^, r.r ,,� �` N `,�' I-��q� a �' � � P,.�'r- ��,� ,�� .. 1'-, x •fi.�a-.`°.�'a- � "nil. "•,c �<' `'�..;,� "`��,,�� fR E T ac y we 0A k D a 3 " m, M n ,� {![•+sh `7 `` �4 # �. 3 '` P DEROSA DR DR ��vva Pok RIY@h a"4h '='A llfllll IIL I \ �� REIA-S 03/05/03 EXHIBIT A ' 7 WALTER E. DEUCHLER ASSOCIATES, INC SERVICE AREAS TRIBUTARY TO PUMP STATION "d., `/gn,1 0" © DATE 01/29/03 IDESIGNO WD I WAYN APPROVED PFM I BWKOOO 000 1 SCALE NOT 70 SCALE kM ONO\ o,00s-oo ,LND-Eur-A JW NO 788/03008-00 HEARTLAND REGIONAL PUMP STATION OF TT 4d keijp� _ ERs a FP *T F i ./ NgDfN Cr 91 o~ ti Z i 000 - TRAVBERRY r o 400 Boo 1200 6 644 5 = a u - - 't J $ � q r Y 9A /n �S � � w IS ?I� 'of �'- Wy Crn+MRYSIDE PKW a �t �TIIYSIDE Py ! r � mel / d,P N �L ---. „� AREA OF POSSIB SEWER REPLACEMENT WITH PROPOSED ADES I /J tl 1 AREA OF POSSIBLE SEWER •TENSION US RT 34 WITH PROPOSED GR DES- _ HILLCRESi qVE Y tL-ER I ! + �XIST 2 03 Tff! VETERANS PKWY Y O r I 63 !-.. T Z LEISURE ST a ..,� t 615 8 rC4Mq RD / R°y _ J a IS: a z �6 to 61544 �7 W l ~ S� / ' y h r 0 615 07 1 a PLEASURE DR w z �9 'yy�� I r �c o� HFr<gNd 61485 LEGEND I EXISTING SANITARY MANHOLE o: 'gryDNARK 2 O CONOVER LN BEORGEANNA ST -`"'�---" r A+E ` - ` ,525 y9�- _ �� , j p PROPOSED SANITARY MANHOLE 2 9 - �0a-tv 179 .... .. s..-.�k.a,�.��.L-m:.� ---- rf � NALE ,� PROPOSED—PUMP STATION--�- ----� v Y f, < HDNES�EAp r- I k" - --t— EXISTING SANITARY SEWER cr ca ^ STEAD tytii'�e4 E PROPOSED SANITARY gEWER STATIDN `i Z '1RRavrrEgD 1+ i t o `O \p8� - 61y / - --E— PROPOSED SANITARY SEWER BY OTHERS - i k rO 6100 FST 6p9 ', - EXISTING FORCE MAIN - Ste+Sr - - r � - PROPOSED FORCE MAINCT� l a i " Rrax APPLETy 1 RrII _t 1 N -E t pPOSSIBLE SEWER EXTENSION _ o ELN ST om _ = a IE PARK -- C� --_ ST - .- o: A PARK ST `-- PARK ST _ y ti _ J_ J PROPOSED HEARTLAND f z CIRCLE SANITARY SEWER t 4 f o+ F W - - - - _ f f (BY OTHERS) 9 t SONDNAUK ST .p -' SOHDItAUK ST t a } Q4 lL 7 SPRING S7 -- -—i "Ir oc / y 3 i _ „w, SPRING S7 ' i J 4 J 0 6ph ENTER ST ROPOSED 2 ,FO MAIN° Creek t BlackberrY V NAIN u - H BEHRENS ST ^ - j J f t h N RD MAIN e 3 e qD D RIVE RD RIVE ST J """Mb E MAIN A N J t o Qti PRIVATE LIFT PROPOSED STATION r"�C v pO � SEY RZ1 PONDEROSA DR _ 12cD�L /`� WDE OSA GRAVITY SEWER DR 6 $ ''p �} _ $ WOODWIN2TH ' �r 12 GAWNE LANEPROPOSED'"OS 59200 LIFT Ec9 -' STATION FOX RA,er STATION REGIONAL TATI568 00 . \ i PUMP SON RE��s 03/05/03 EXHIBIT B '�` WALTER E. DEUCHLER ASSOCIATES, INC PROPOSED SEWERS, FORCEMAIN & PUMP STATION LOCATIONS HEARTLAND REGIONAL PUMP STATION OF © DATE 01/29/03 IDEStGNED WD 1DRAym 1APPROVED PFMI BOOK 000 000 1 SCALE 1 =400 ICAD DMO\YV\—oD\NR ,.T-B ,loe NO 788/03008-00