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RFP_Dubuque Regional Airport Utilities Extension THE CITY OF 41 % ***** Dubuque DUBB E All erica City Masterpiece on the Mississippi 2012 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Design of the City Utility Extensions to the Dubuque Regional Airport Fiber Optic Conduit, Sanitary Sewer and Water Main DATE: July 31, 2012 City Engineer Gus Psihoyos recommends City Council authorization to release a Request for Proposal for the Design of the Utility Extensions to the Dubuque Regional Airport. I concur with the recommendation and respectfully request Mayor and City Council approval. /7AAh kt1&1 Michael C. Van Milligen MCVM:jh Attachment cc: Barry Lindahl, City Attorney Cindy Steinhauser, Assistant City Manager Teri Goodmann, Assistant City Manager Gus Psihoyos, City Engineer Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Mana r FROM: Gus Psihoyos, City Engineer DATE: July 30, 2012 Dubuque arcnr 2012 SUBJECT: Design of the City Utility Extensions to the Dubuque Regional Airport. Fiber Optic Conduit, Sanitary Sewer and Water Main INTRODUCTION The purpose of this memo is to request authorization to release the attached RFP for the Design of the Utility Extensions to the Dubuque Regional Airport. BACKGROUND In 1998 the Granger Creek interceptor Sewer was constructed from the waste water treatment plant to the newly developed Dubuque Industrial Center South (Technology Park). This extended the sanitary sewer to the South side of the industrial park and made provisions for future extension to the South. (Appendix E, Exhibit 1, Pg. 1 &2) In 1997 the Dubuque Industrial Center South water main extension was constructed from the intersection of Key West Drive, at Maquoketa Drive, to the newly developed Dubuque Industrial Center South (Technology Park). This extended the water main through the Technology Park to the South side of the Industrial Park and made provisions for future extension to the South. (Appendix E, Exhibit 2). In 2006 the city completed a study which identified and prioritized areas for future growth. The extension of the fiber optic conduit, interceptor sewer and water main, to the airport, will not only provide the airport and adjacent industrial and commercial developments with fiber optic infrastructure, sanitary sewer service, domestic water service and fire protection, it will allow for future City services to five of the identified growth areas along the highway 151/61 corridor. (Appendix E, Exhibit 3) The RFP is for the design of the City utility extension to the Dubuque Regional Airport. Consultant services shall cover all aspects of; data acquisition, design, production of all bidding and construction documents, estimates, bidding process and award recommendation. City staff has chosen a preliminary route for the extension and has been working with the airport consultants to coordinate their connection point to the extended City utilities. (Appendix E, Exhibit 4) The water main extension will require purchase of property (approx. one acre) and the design of a booster pump station / building with standby generator power to provide potable water and fire protection needs as shown on the exhibit. (Appendix E, Exhibit 4) The selected consultant will be expected to complete the contracted scope of work within a specified timeframe, under the general direction and coordination of the City's Engineering and Water Departments, as authorized by the City Council. The City's goal is to initiate the public bidding process for the improvements on April 1, 2013. DISCUSSION With the adoption of the FY2013- FY2017 Five Year Capital Improvement Program Budget, $391,733.00 has been established for the design of the entire Granger Creek Sanitary Sewer Interceptor Extension, $419,364 for the design services of the water main extension. The adopted FY 2013 budget does not include a funding source to extend fiber optics to the Dubuque regional airport however, the adopted budget for FY 2013 does include appropriations of $40,000 for fiber optic conduit miscellaneous of which $23,000 will be used for the design services for the fiber optic conduit extension. Remaining funds from the sanitary sewer and water main design will be carried forward and applied to construction of those utilities. The design portion of the project is anticipated to take six to seven months with the construction portion estimated at seven to eight months depending on weather. The airport terminal is anticipated to be open by May 2014. The proposed schedule for the improvement projects is as follows: RFPs released to the public: Responses due: Selection Committee Review Recommendation to City Manager: Engineering Award : Initiation of Public Bidding Sought: Bids Due: Award Contract: Project Completion August 10, 2012 August 23, 2012 August 29, 2012 September 5, 2012 September 12, 2012 September 17, 2012 April 1, 2013 April 18, 2013 May 6, 2013 January 17, 2014 2 The following staff members will review the proposals and formulate a recommendation: 1. Gus Psihoyos, City Engineer 2. Bob Schiesl, Assistant City Engineer 3. Todd Dalsing, Airport Operations/ Maintenance Supervisor 4. Kyle Kritz, Planning Services Department 5. Ken TeKippe, Finance Director 6. Mike Brekke, Water Distribution Supervisor 7. Bob Green, Water Department Manager 8. Todd Irwin, Engineering Technician RECOMMENDATION I recommend releasing the attached RFP to the public. BUDGET IMPACT The adopted budget for FY 2013- FY2017 includes appropriations of $391,733.00, in FY 2013, for the design of the entire extension of the Granger Creek Sanitary Sewer Interceptor and FY2014 includes appropriations of $2,446,722 for construction. CIP 7102409. The adopted budget for FY 2013 includes appropriations of $419,364 for the design services of the water main extension and appropriations of $1,906,200 for the water main construction. CIP 7402395. Since the adopted FY 2013 budget does not include a funding source to extend fiber optics to the Dubuque regional airport, a budget request for FY 2014 will be made for the construction of the fiber optic conduit and fiber optic cable. The engineering design for the sanitary sewer interceptor is estimated to be $125,000. The engineering design for the water main and booster pump station is estimated to be $190,620. The engineering design for the fiber optic conduit is estimated to be $23,000. Remaining funds from the sanitary sewer and water main design will be carried forward and applied to construction of those utilities. 3 ACTION TO BE TAKEN I respectfully request authorization to release to the public the attached RFP for the Design of the City Utility Extensions to the Dubuque Regional Airport. Fiber Optic Conduit, Sanitary Sewer and Water Main. Attachments Prepared by Todd Irwin cc: Jenny Larson, Budget Director Gus Psihoyos, City Engineer Bob Schiesl, Assistant City Engineer Todd Dalsing, Airport Operations/ Maintenance Supervisor Kyle Kritz, Planning Services Department Ken TeKippe, Finance Director Mike Brekke, Water Distribution Supervisor Bob Green, Water Department Manager Todd Irwin, Engineering Technician 4 REQUEST FOR PROPOSAL (RFP) THE CITY OF ISSUE DATE: August 10, 2012 CONTACT: Todd Irwin FAX NON 663589 4205 70 EMAIL: tirwin @cityofdubuque.org DUB Masterpiece on the Mississippi SUBMIT PROPOSAL /OFFER PRIOR TO CLOSING DATE: August 23, 2012 CLOSING TIME: 2:00 P.M. (local time) SUBMIT TO SEE Section 8.0 FAX /EMAIL NOT ACCEPTED DESCRIPTION: Design of the City Utility Extensions Fiber Optic Conduit, Sanitary to the Dubuque Regional Airport. Sewer and Water Main RECEIPT OF PROPOSAL If you are considering a response 0 the left, fill in the information below you received this RFP. ACKNOWLEDGEMENT to this RFP, please mark the box to and return this sheet as a confirmation that RFP at this time, please mark the box to and return this sheet only. NO RESPONSE 0 If you do not want to respond REPLY to this below the left, fill in the information COMPANY NAME DATE MAILING ADDRESS CITY /STATE ZIP CODE AUTHORIZED SIGNATURE PRINTED NAME TITLE OF AUTHORIZED REPRESENTATIVE EMAIL PHONE Page 1 of 29 THE CITY OF DUIbTJ Masterpiece on the Mississippi CITY OF DUBUQUE ENGINEERING DEPARTMENT REQUEST FOR PROPOSAL Dubuque l All- America City 11111' 2012 Design of the City Utility Extensions to the Dubuque Regional Airport. Fiber Optic Conduit, Sanitary Sewer and Water Main City of Dubuque, Iowa August 2012 Page 2 of 29 RFP ORGANIZATION Design of the City Utility Extensions to the Dubuque Regional Airport. Fiber Optic Conduit, Sanitary Sewer and Water Main Table of Contents: SECTION PAGE 1.0 Introduction ................................... ............................... 4 2.0 Project Objectives. 5 3.0 Community Background... 7 4.0 Project Scope of Services... 7 5.0 City Resources 11 6.0 Information to be Included in the Proposal... ......... ....... 11 7.0 Proposal Questions and Answers 14 8.0 Submission Requirements............ 14 Appendix A Consultant Evaluation Selection Process. 16 Appendix B RFP Rules and Protest Procedure 20 Appendix C Insurance Requirements .................. ............................... 22 Appendix D City of Dubuque Contract Terms and Conditions .................. 26 Appendix E Project Related Data ....................... ............................... 29 Page 3 of 29 Design of the City Utility Extensions THE CITY OF To the Dubuque Regional Airport DUB Masterpiece on the Mississippi Consultant Professional Services Request for Proposal August 2012 1.0 INTRODUCTION The City of Dubuque, Iowa is soliciting competitive proposals from qualified consultants to provide engineering design services for the Extensions of fiber optic conduit, sanitary sewer and water main, along the US 151/61 corridor, from the Technology Park to the Airport Granger Creek Sanitary Sewer Interceptor Extension In 1998, the Granger Creek interceptor Sewer was constructed from the waste water treatment plant to the newly developed Dubuque Industrial Center South (Technology park) This extended the sanitary sewer to the South side of the industrial park and made provisions for future extension to the South (Appendix E, Exhibit 1, Pg. 1&2) Dubuque Industrial Center South Water Main Extension In 1997, the Dubuque Industrial Center South water main extension was constructed from the intersection of Key West Drive, at Maquoketa Drive, to the newly developed Dubuque Industrial Center South (Technology Park) This extended the water main through the Technology Park to the South side of the Industrial Park and made provisions for future extension to the South (Appendix E, Exhibit 2) US 151 / 61 Capacity Improvements In 2011 the City completed street geometric and traffic signal improvements along US 151/6, from US 52/Twin Valley to the Maquoketa Drive intersection The improvements connected the new traffic signals to the City Hall TOC via fiber optic cables, installed as part of the cable TV franchise agreement The Iowa Department of Transportation plans on rebuilding US 151/61 from the Grandview interchange to the US 52 intersection This DOT let project includes reconstruction of the existing bridges spanning Catfish Creek along with installation of a median barrier and improvements to the East approaches at the US 52 intersection with Page 4of29 US 151/61. A portion of this project will extend the City's fiber optic infrastructure from Grandview Avenue to the US 52 intersection with US 151/61. In 2006 the city completed a study which identified and prioritized areas for future growth. The extension of the City's fiber optic, sanitary sewer and water main infrastructure to the airport, will not only provide the airport and adjacent industrial and commercial developments with City services, it will allow for future extensions of these services to five of the identified growth areas along the highway 151/61 corridor and connections with the S.W. Arterial. (Appendix E, Exhibit 3) This RFP is for the design of the City utility extension to the Dubuque Regional Airport. Consultant services shall cover all aspects of; data acquisition, design, production of all bidding and construction documents, estimates, bidding process and award recommendation. The City has chosen a preliminary route for the extension and has been working with the airport consultants to coordinate their connection point to the extended City utilities. (Appendix E, Exhibit 4) The water main extension will require purchase of property (approx. one acre) and the design of a booster pump station / building with standby generator power to provide potable water and fire protection needs as shown on the exhibit. The anticipated timeframe to design the improvements is approximately six to seven months, following the signing of a professional services agreement /contract. The selected consultant will be expected to complete the contracted scope of work within the specified timeframe, under the general direction and coordination of the City's Engineering Department, as authorized by the City Council. The City's goal is to initiate the public bidding process for the improvements on April 1, 2013. 2.0 PROJECT OBJECTIVES The objectives of the project are to: 1. Review the preliminary alignment and establish an alignment for the sanitary sewer interceptor that optimizes the use of existing easements and ROW; 2. Review the preliminary alignment and establish an alignment for the water main that optimizes the use of existing easements and ROW; 3. Review the preliminary alignment and establish an alignment for the fiber optic conduit that optimizes the use of existing easements and ROW; 4. Identify any additional property required to construct the utilities, and prepare preliminary plat exhibits and final plats for aquisition; 5. Evaluate anticipated sanitary sewer flows, based on the 2006 study, and size pipe accordingly. Page 5 of 29 6. Conduct water distribution hydraulic analysis for the design of the booster pump station and identify site location for booster pump station. 7 Design the water booster pump station (to include building and standby generator). 8. Design the improvements based on the information provided in the RFP, topographical survey, geotechnical and environmental investigations. 9. Coordinate alignment and placement of any pipe and structures with consultants working on the preliminary plans for the Southwest Arterial Interchange and the Airport Terminal project. 10. Coordinate with other utility providers. Other utilities are present in the area and close coordination with those utility companies is required. 11. Obtain all required permits from the DNR, IDOT and any other regulatory agencies 12. Prepare bid documents (plans, specifications and estimate of cost) for the construction of the improvements outlined herein. In addition to providing design services, the Consultant may be asked to perform construction services such as staking and inspection. The City's budget for engineering design services is as follows: CIP Number 7102409: Sanitary Sewer Design through Contract Award $125,000.00 CIP Number 3002144: Fiber Optic Conduit Design through Contract Award $ 23,000.00 CIP Number 7402395: Water Main Design through Contract Award $190,620.00 Page 6 of 29 3.0 COMMUNITY BACKGROUND The City of Dubuque is located on the Mississippi River in northeastern Iowa, adjacent to Illinois and Wisconsin. The City is approximately 30 square miles in area, with a population of approximately 60,000 people. The City's annual operating and capital budget is nearly $108 million and funds a full range of services. The City's web site is www.cityofd ubuci ue.o rq. The community has a stable and diversified manufacturing base and a growing service sector. Dubuque is the major retail, medical, education and employment center for the tri -state area. Tourism continues to be a major economic force in the community. City government works in collaboration with the private sector to promote economic development. 4.0 PROJECT SCOPE OF SERVICES Although the scope of services or the project plans may be divided, truncated, phased, or expanded at the sole discretion of the City of Dubuque, the proposal shall outline the means and methods by which the consultant will provide the scope of services identified herein. 4.1 Project Management The consultant shall identify one person to serve as the Project Manager for this project. The Project Manager shall be the primary point of contact for the exchange of all information between the city and consultant team. The Project Manager will be required to perform the following: 4.1.1 Review all existing City Documents, Plans, Environmental Reports, geotechnical reports for the proposed utility extension route. Identify additional and obtain additional information needed to complete the design. 4.1.2 Prepare and submit to the Owner a bulleted progress report for the project design on a monthly basis. The summary shall contain a list of major events and accomplishments that occurred over the previous four weeks; 4.1.3 Oversee the design of the utility extensions. Page 7 of 29 4.1.4 Work closely with all permitting authorities to obtain all necessary permit coverage prior to issuing project documents for bidding. 4.1.5 Secure contact of and communication with property owners, public agencies, and other parties of interest in person and through written correspondence necessary to complete the requirements of this project. Utility companies must be contacted early in the project. All existing utilities shall be located and included in all surveys and /or resultant plans. Copies of topographic survey base sheets shall then be provided to all utility companies serving the project area for their review. Electronic files or disk copies of the base sheets shall also be made available. Utility facilities and infrastructure shall then be incorporated into all project plans. 4.2 Engineering Analysis 4.2.1 Site Characterization — Data Collection The consultant must collect all data necessary for the design, platting and construction of the improvements. 4.2.1.1 Detailed Ground Survey The consultant will have to perform all topographic survey work to complete the design of the improvements. The ground control and elevations are to be referenced to the City's existing geographical information system; All surveys shall be tied to NAD 1983 State Plain Iowa North FIPS 1401 (feet). It will be the consultant's responsibility to field - locate structures, utilities, and easement limits etc., to establish and protect limits of disturbance zones during construction. The minimum area surveyed shall be an area 100 feet wide for the entire alignment. Also the existing creek shall be located at points where possible future crossings may be made to extend sanitary sewer service to developed and undeveloped areas. 4.2.1.2 Environmental / Geotechnical The consultant shall obtain and review all existing reports that have been completed in the area of the proposed alignment and provide or obtain additional services to perform investigations as needed to make determinations as to how existing conditions impact the design and construction of the proposed improvements. Page 8 of 29 4.2.1.3 Additional Relevant Data The consultant will be responsible for collecting any additional data that is necessary for the design, construction, and maintenance of the proposed improvements. The City's 2006 Annexation Study is available through Planning Services. 4.3 Design The design of the improvements shall at a minimum address /include the following: ❑ Existing conditions Plan for the corridor; ❑ Wetland identification / mitigation Of required) ❑ SWPPP and Erosion & Sediment Control Plan; ❑ Plan and Profile Drawings; ❑ Site plan ❑ Architectural and structural plans; ❑ Electrical, piping and HVAC plans; ❑ Easement Exhibits and final platting; ❑ Traffic Control; ❑ Construction Details; ❑ Provisions for future extensions ❑ Specifications (SUDAS); ❑ Agency Coordination ❑ Permit Applications. ❑ Construction Cost Estimate 4.3.1 Conceptual Design with Cost Estimate The purpose of the conceptual (50 %) design is to ensure that the City concurs with the proposed functional details and the proposed alignment /location of the proposed improvements. The conceptual design will be based on the conceptual route established the City. Multiple meetings with the City Engineer and other city consultants may be necessary prior to the City's approval of the conceptual plan. 4.3.2 Preliminary Design with Cost Estimate The purpose of the preliminary (75 %) design is to ensure that the City concurs with the proposed functional details; the proposed alignment /location of the proposed improvements; and the preliminary technical specifications. In addition, review of the use of existing and potential need for additional property /ROW will be evaluated by the City. Five or six properties may be affected by the proposed alignments which may require easement exhibits. Page 9 of 29 To construct the improvements, additional property may be required. This will necessitate that the consultant prepare plats indicating metes and bounds, tie lines, etc. of property(s) needed to accommodate project permanent ROW /easements and any temporary construction easements. Work to produce the plats should not commence until the City Engineer approves the elements of the preliminary design. 4.3.3 Final Design and Bidding Documents with Cost Estimate The final design tasks /deliverables shall at a minimum consist of: ❑ Final Plats Of required) ❑ Final Construction Documents ❑ Final Plans and Specifications ❑ Cost Estimate ❑ Permits ❑ Presentation to City Staff The Consultant shall be required to complete all of the specifications required to complete the bid documents. The detailed specifications shall include, but not be limited to, cover in sufficient detail the type and quality of materials, required tests and guarantees, methods of construction unrelated to OSHA requirements, sequence of construction, and all other information required for the construction of the project. Consultant shall provide a set of reproducible paper and electronic (ACAD) and (.PDF) construction plans and specifications signed by a Professional Engineer licensed in the State of Iowa. The plans shall include a minimum of three indivisible control points to establish horizontal and vertical control for the project. The points must be tied into the City's GIS and must have at least three ties to identify their location in the field. 4.4 Bidding & Contract Award During the Bidding and Award process the Consultant will be responsible for: ❑ Answering contractor questions ❑ Issuing Addenda ❑ Recommendation of award ❑ Issue Construction plans & Specifications that include all addenda Page 10 of 29 5.0 CITY RESOURCES 5.1 Use of City Resources for the RFP Preparation All information requests shall be directed to the City's Representative as detailed in Section 7.0 of this request for proposal. 5.2 Material Available for the RFP See Appendix E. 5.3 City Resources Available to the Selected Vendor The City will make DAGIS (Dubuque Area Geographical Information System) data (contours, property lines, property ownership, storm & sanitary sewer systems and aerial photography) available for this project as well as staff contact /resources persons in the Information Services Department and Engineering Department. 6.0 INFORMATION TO BE INCLUDED IN PROPOSAL The submitted proposal should address all aspects of the required work discussed in this RFP, including any cost information which should be included in the submittal and clearly titled "Project Cost Estimate ". The proposal should be prepared simply and economically, providing a straight - forward, concise description of the consultant's capabilities to satisfy the requirements of the RFP. To simplify the review process and to obtain the maximum degree of comparability, the proposal shall include the following information and shall be organized in the manner specified below. While additional data may be presented, the following subjects must be included. They represent the criteria against which the proposal will be evaluated. 6.1 Letter of Transmittal Provide a letter of transmittal briefly outlining the Proposer's understanding of the project and list the project manager's name, address, telephone number, fax number and e-mail address. The name that is provided for the project manager will be used as the primary contact during this RFP process. 6.2 Index Each proposal shall contain a table of contents that delineates each section contained in the proposal and the corresponding page number. Page 11 of 29 6.3 Profile of Firm Provide general background information about the firm and its areas of expertise as they relate to this RFP. Include information about the key project team members who will be assigned to the project and their areas of expertise that will be utilized on the project. Include a flow chart that shows the communication path between the city and key project team members. Include all project team members on the flow chart and show the supervisory relationship between all members of the team. 6.4 Proposed Project Team Qualifications Describe the experience and success of the Firm and key personnel proposed for the Dubuque project, in performing similar projects. Specifically include any experience and success the firm or key personnel have in working on fiber optic, sanitary sewer, and water main design. Include at least 3 client references (including individual contact name and telephone numbers) from similar projects that have been completed in the last five (5) years AND the list the names of project team members proposed for the Dubuque project who have worked on the referenced projects. Describe the name and location of other sub - contracting firms that would be used by the Consultant during the project. List the approximate percentage of the work that would be performed by each of these firms. Briefly describe any relevant experience and qualifications of the sub - contracting firm. 6.5 Scope of Services Describe the means or strategy by which the Consultant would satisfy the Scope of Services. Include a copy of the sub consultants completed Work Breakdown Structure (WBS) for the project (See Appendix E), and clearly mark the services which your firm will provide as main consultant. Only mark services that are included in your proposed fee. At a minimum, the submitted WBS should include the services required by the RFP. The Consultant should indicate in the WBS any work items that are expected to be completed by City staff. 6.6 Proposed Project Schedule Provide a design /construction project schedule outlining the time period and estimated completion date of the proposed scope of work. This should include a schedule and description of all deliverable reports /documents throughout the project. The construction documents for the project should be ready for public bidding in June, 2013. Page 12 of 29 6.7 Certificate of Insurance The selected firm will be required to meet the City's insurance requirements for professional services. (See attached Insurance Schedule C /Appendix C.) 6.8 Sustainable Dubuque Initiatives In 2006, the Mayor and City Council identified Sustainability and Green City designation as a top priority. Since then, the city has been working on numerous projects to help implement this priority as listed on the website http : / /www.sustainabledubuque.orq. The selected firm shall follow the Vision Statement and eleven sustainable principles on this City of Dubuque project. Hard copy can be provided upon request. 6.9 Federal Consent Decree All potential contractors and consultants to the City of Dubuque (City) that perform work that may apply to or impact the cities sanitary sewer collection system shall sign the "Certification by contractor or consultant" Consent Decree http:// www. cityofdubuque .orq /DocumentView.aspx ?DID =3173 or a hardcopy can be provided upon request. You are required to review the Consent Decree and comply fully with its terms and conditions 6.10 Fees and Compensation Provide a fixed fee budget for completion of the proposed scope of services with cost breakdowns by major scope element; Topographic Survey, Platting, Sub Surface Investigations, Design, Permitting, bidding & award. Also include a rate structure. The Consultant will be progressively paid for the earned value of progress made for each major scope element completed, plus reimbursable expenses, subject to the agreed upon Not -to- Exceed amount as written in the signed contract. Invoices shall be paid on a monthly basis. Quotation of fees and compensation shall remain firm for a period of at least 60 days from the RFP submission deadline. Page 13 of 29 7.0 PROPOSAL QUESTIONS AND ANSWERS From the date of issuance of the RFP until final City action, the Proposer shall not discuss the RFP with or contact any other City of Dubuque staff or any of the Selection Committee members except as expressly authorized by the City's designated project manager, identified in this section (Section 7.0) for this proposal. Violation of this restriction will be considered a violation of the rules and be grounds for disqualification of the Proposer's proposal. If you have any questions concerning this proposal, or other technical questions, please submit your requests to the City's designated Project Manager. The project manager will contact staff and issue addenda or clarifications, to the RFP as needed. The City has used considerable efforts to ensure an accurate representation of information in this RFP. Each Proposer is urged to conduct its own investigations into the material facts provided. No answers given in response to questions submitted shall be binding upon this RFP unless released in writing (letter, fax or email) as an officially numbered and titled addendum to the RFP by the City of Dubuque. Any questions concerning this proposal must be received on or before 12:00 p.m. CDT on August 20, 2012. Any inquiries received after this date will not be answered. When submitting a question to the Project Manager, please include the appropriate Consultant contact information. Contact information is as follows: Todd Irwin. City of Dubuque Engineering Department 50 West 13th Street Dubuque, IA 52001 8.0 SUBMISSION REQUIREMENTS Phone 563.589.4270 Fax: 563.589.4205 E -mail: Tirwin(a7cityofdubuque.orq Before submitting a proposal, each Proposer shall make all investigations and examinations necessary to ascertain site conditions and requirements affecting the full performance of the contract and to verify any representations made by the City upon which the Proposer will rely. Page 14 of 29 PROPOSAL SUBMITTAL INFORMATION • Submittal Deadline: • Submittal Mailing Address: • Submittal Copies: August 23, 2012 on or before 2:00 p.m. (Local time) City of Dubuque Engineering Department c/o Todd Irwin 50 West 13th Street Dubuque, Iowa 52001 -4864 Proposal: Eight (8) hardcopies and one electronic (.pdf) copy shall be provided. Fees: Eight (8) hardcopies and one electronic (.pdf) copy shall be provided (under separate cover) Submit one (1) original signed proposal and seven (7) copies all labeled City Utility Extensions to the Dubuque Regional Airport. Submitted proposals must be in delivered in printed format. In addition, supply one (1) electronic version of the proposal in Adobe Acrobat format. No faxed or e-mail proposals will be accepted. The proposal must be a document of not more than twelve (12) numbered 8 -1/2 x 11 -inch pages, not including the letter of transmittal, index, project schedule, dividers and the front and back covers. Proposals should not include any pre - printed or promotional materials. Any proposals exceeding 12 numbered pages may not be considered. The original proposal document shall be signed in blue ink by an officer of the company who is authorized to legally bind the Proposer to its provisions. Proposals are to contain a statement indicating the period during which the proposal will remain valid. A period of not less than sixty (60) calendar days from the proposal closing date is required. Each Consultant assumes full responsibility for delivery and deposit of the completed proposal package on or before the deadline. Any proposals received after the submittal deadline will not be considered, and will be returned unopened to the Proposer. The City of Dubuque will not be responsible for any loss or delay with respect to delivery of the proposals. The City of Dubuque is not liable for any cost incurred by any Consultant prior to the execution of an agreement or contract. Nor shall the City of Dubuque be liable for any costs incurred by the firms in responding to this RFP and those not specified in any contract. All results from this project will remain the property of the City of Dubuque. Thank you for your consideration and interest in the project. Sincerely, Todd Irwin Engineering Technician City of Dubuque Page 15 of 29 Design of the City Utility Extensions THE CITY OF To the Dubuque Regional Airport DUB E Masterpiece on the Mississippi Consultant Professional Services Request for Proposal August 2012 Appendix A Consultant Evaluation and Selection Process Page 16 of 29 INITIAL EVALUATION CRITERIA Proposals will be screened to ensure that they meet the minimum requirements of the proposal format. A selection committee of City of Dubuque personnel will review qualifying proposals and select Firms for placement on the Consultant short -list for the project. The following criteria are among those that will be used to initially evaluate submitted proposals. 1. The proposed project team's level of professional competence and a proven track record in: ❑ Designing interceptor sanitary sewers, water mains, fiber optic infrastructure and IDOT Highway Work; ❑ Applying for and obtaining the permits that will be required for this project; ❑ Working on municipal capital improvement projects in Iowa 2. The proposed project team's experience working together on similar projects. 3. The quality of the proposal based on the: ❑ Demonstrated understanding of the City's overall objectives; ❑ Design approach /methodology in completing scope of service; ❑ Level of interest; ❑ Knowledge of the project site; ❑ Proposed schedule; ❑ Creativity and problem solving ability; ❑ Ability to demonstrate initiative and motivation; and ❑ Local economic impact. Page 17 of 29 CONSULTANT SHORT -LIST EVALUATION CRITERIA A selection committee may or may not interview short - listed firms. If interviews are held, both the original submitted proposal and the results of Consultant interview may be used to evaluate consultants. In addition to the evaluation criteria listed above, interviews will be judged on the consultant's: ❑ Responsiveness and compatibility with the City; ❑ General attitude and ability to communicate; ❑ Ability of the Consultant to communicate ideas through prepared documents and presentations; ❑ Ability to listen, be flexible, and follow and /or implement direction and /or ideas or concepts; ❑ How the Consultant team would interact with the general public, City staff, and public officials; and ❑ Proposed fee in relationship to the services offered. Should the City conduct interviews, they will be conducted in a condensed format in an effort to save time and costs associated with interview preparations. The format will consist of two 15 minutes segments. The first segment will be for the consultant to; make introductions of the team, describe the consultants understanding of the project, and to discuss the consultants proposed schedule. The second segment of the interview will be for the committee members to ask questions of the consultant. The consultant may bring one display board for use during the interview. No power point presentations or handouts will be allowed. The City may also review direct and indirect references of previous work product. The City may utilize site visits or may request additional material, information, presentations from the Proposer(s) submitting the proposals. SELECTED VENDOR FEE NEGOTIATION PROCESS Upon the successful completion of Consultant proposal reviews and interviews Of conducted), the committee shall recommend the selection of a Consultant to the City Manager. The City Manager may in turn make a recommendation to the City Council. A finalized scope of work and fee structure shall be directly negotiated with the Firm that is selected by the Dubuque City Council. After the City Council grants authority to negotiate a final scope of work and execute a contract for the project, the Consultant shall prepare and submit to the City a separate Work Breakdown Structure (WBS) to reflect the Firm's approach to the project. The City's WBS — Vertical form shall be used by the Consultant. The WBS, at a minimum, Page 18 of 29 should include work tasks for each of the components outlined in the RFP, a separate line item for each deliverable, and the WBS should include project management as a separate task. Each major task /scope element of the WBS shall have a defined cost and schedule. The consultant shall indicate in the WBS the work tasks that will be completed by City staff. Once the selected consultant has prepared the WBS, the final scope of work for the project will be negotiated with the City by joint revision to the WBS in order to best meet the goals of the project while considering available funding. During the negotiation process, tasks to be completed by City staff, work reassignment to different project team members, and addition or elimination of tasks may be modified on the WBS in order to achieve the best overall results for project. The selected consultant shall be responsible for preparing and revising the final WBS. When the final scope has been determined and a design fee has been negotiated and the WBS has been finalized, the consultant shall incorporate the WBS into the contract documents being prepared for signature. The Consultant shall also include in the final contract documents, the language contained in Appendix D - City of Dubuque Contract Terms and Conditions. If a contract satisfactory and advantageous to the City can be negotiated at a price considered fair and reasonable, the award shall be made to that offerer. Otherwise, negotiations with the offerer ranked first shall be formally terminated and negotiations commenced with the Consultant ranked second, and so on until a contract can be negotiated that is acceptable to the City. Page 19 of 29 Design of the City Utility Extensions To the Dubuque Regional Airport DUB E Masterpiece on the Mississippi THE CITY OF Consultant Professional Services Request for Proposal August 2012 Appendix B RFP Rules and Protest Procedure Page 20 of 29 MINOR IRREGULARITIES The City reserves the right to waive minor irregularities in submitted proposals, providing such action is in the best interest of the City. Minor irregularities are defined as those that have no adverse effect on the City's best interests, and will not affect the outcome of the selection process by giving the Proposer an advantage or benefit not enjoyed by other Proposers. EXCEPTIONS Proposer exceptions to any part of the requirements stated in this request must be clearly identified as exceptions and noted in the transmittal letter and in the submitted budget. RANKING OF THE PROPOSALS No debriefings or scoring information shall be released before the City Manager has recommended that a contract be negotiated with the recommended firm. However, after said authorization has been given, all contents of the selected proposal shall become public information. DEFINITIONS The City has established for the purposes of this RFP that the words "shall ", "must ", or "will" are equivalent in this RFP and indicate a mandatory requirement or condition, the material deviation from which shall not be waived by the City. A deviation is material if, in the City's sole discretion, the deficient response in not in substantial accord with this RFP's mandatory conditions requirements. The words "should" or "may" are equivalent in this RFP and indicate very desirable conditions, or requirements but are permissive in nature. Deviation from, or omission of, such a desirable condition or requirement will not in and of itself cause automatic rejection of a proposal, but may result in being considered as not in the best interest of the City. DISPUTES /EXCEPTIONS Any prospective Proposer who disputes the reasonableness or appropriateness of any item within this RFP document, any addendum to this RFP document, notice of award or notice of rejection shall set forth the specific reason and facts concerning the dispute, in writing, within five (5) business days of the receipt of the proposal document or notification. The written dispute shall be sent via certified mail or delivered in person to the point of contract set forth in Section 7.0, who shall review the written dispute and work with the City Manager to render a decision which shall be considered final. Page 21 of 29 Design of the City Utility Extensions THE CITY OF To the Dubuque Regional Airport DUB Masterpiece on the Mississippi Consultant Professional Services Request for Proposal August 2012 Appendix C Insurance Requirements (Schedule C, August, 2011) Page 22 of 29 Insurance Schedule C 1. shall furnish a signed Certificate of Insurance to the City of Dubuque, Iowa for the coverage required in Exhibit I prior to commencing work and at the end of the project if the term of work is longer than 60 days. Providers presenting annual certificates shall present a Certificate at the end of each project with the final billing. Each Certificate shall be prepared on the most current ACORD form approved by the Iowa Department of Insurance or an equivalent. 2. All policies of insurance required hereunder shall be with a carrier authorized to do business in Iowa and all carriers shall have a rating of A or better in the current A.M. Best's Rating Guide. 3. Each Certificate shall be furnished to the contracting department of the City of Dubuque. 4. Failure to provide minimum coverage shall not be deemed a waiver of these requirements by the City of Dubuque. Failure to obtain or maintain the required insurance shall be considered a material breach of this agreement. 5. Subcontractors and sub subcontractor performing work or service shall provide a Certificate of Insurance in accord with Exhibit I. 6. All required endorsements to various policies shall be attached to Certificate of insurance. 7. Whenever a specific ISO form is listed, an equivalent form may be substituted subject to the provider identifying and listing in writing all deviations and exclusions that differ from the ISO form. 8. Provider shall be required to carry the minimum coverage /limits, or greater if required by law or other legal agreement, in Exhibit I. Page 23 of 29 Insurance Schedule C (continued) Exhibit 1 A) COMMERCIAL GENERAL LIABILITY General Aggregate Limit $2,000,000 Products - Completed Operations Aggregate Limit $1,000,000 Personal and Advertising Injury Limit $1,000,000 Fire Damage Limit (any one occurrence) $ 50,000 Medical Payments $ 5,000 a) Coverage shall be written on an occurrence, not claims made, form All deviations from the standard ISO commercial general liability form CG 0001, or Business owners form BP 0002, shall be clearly identified b) Include ISO endorsement form CG 25 04 "Designated Location(s) General Aggregate Limit" or CG 25 03 "Designated Construction Project (s) General Aggregate Limit" as appropriate c) Include endorsement indicating that coverage is primary and non - contributory d) Include endorsement to preserve Governmental Immunity (Sample attached) e) Include additional insured endorsement for The City of Dubuque, including all its elected and appointed officials, all its employees and volunteers, all its boards, commissions and /or authorities and their board members, employees and volunteers using ISO form CG 20 10 Ongoing operations B) AUTOMOBILE LIABILITY $1,000,000 (Combined Single Limit) C) WORKERS' COMPENSATION & EMPLOYERS LIABILITY Coverage A Coverage B Statutory—State of Iowa Employers Liability Each Accident $100,000 Each Employee - Disease $100,000 Policy Limit - Disease $500,000 a) Policy shall include an endorsement providing a waiver of subrogation to the City of Dubuque b) Coverage B limits shall be greater if required by Umbrella Carrier D) UMBRELLA LIABILITY $1,000,000 E) PROFESSIONAL LIABILITY $1,000,000 Page 24 of 29 Preservation of Governmental Immunities Endorsement 1. Nonwaiver of Governmental Immunity. The insurance carrier expressly agrees and states that the purchase of this policy and the including of the City of Dubuque, Iowa as an Additional Insured does not waive any of the defenses of governmental immunity available to the City of Dubuque, Iowa under Code of Iowa Section 670.4 as it is now exists and as it may be amended from time to time. 2. Claims Coverage. The insurance carrier further agrees that this policy of insurance shall cover only those claims not subject to the defense of governmental immunity under the Code of Iowa Section 670.4 as it now exists and as it may be amended from time to time. Those claims not subject to Code of Iowa Section 670.4 shall be covered by the terms and conditions of this insurance policy. 3. Assertion of Government Immunity. The City of Dubuque, Iowa shall be responsible for asserting any defense of governmental immunity, and may do so at any time and shall do so upon the timely written request of the insurance carrier. 4. Non - Denial of Coverage. The insurance carrier shall not deny coverage under this policy and the insurance carrier shall not deny any of the rights and benefits accruing to the City of Dubuque, Iowa under this policy for reasons of governmental immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of governmental immunity asserted by the City of Dubuque, Iowa. No Other Change in Policy. The above preservation of governmental immunities shall not otherwise change or alter the coverage available under the policy. SPECIMEN Page 25 of 29 Design of the City Utility Extensions THE CITY OF To the Dubuque Regional Airport DUB Masterpiece on the Mississippi Consultant Professional Services Request for Proposal August 2012 Appendix D City of Dubuque Contract Terms and Conditions Page 26 of 29 TERMS AND CONDITIONS The following clauses shall be included in the final signed contract: 1. CONSULTANT'S ENDORSEMENT ON PLANS. The Consultant shall endorse the completed computations prepared under this Agreement, and shall affix thereto the seal of a licensed professional engineer, or licensed professional architect, licensed to practice in the State of Iowa, in accordance with the current Code of Iowa. 2. CHANGE IN SCOPE OF SERVICES. No change in scope shall be permitted during this project without the prior written agreement of both parties and the WBS being updated. 3. SUBSTITUTION OF PROJECT TEAM MEMBERS. The Project Manager, partners, management, other supervisory staff and technical specialists proposed for the project may be changed if those personnel leave the Consultant. These personnel may also be changed for other reasons however, in either case, the City retains the right to approve or reject the replacements and no replacements shall begin working on the project without the express, prior written permission of the City of Dubuque. 4. INSURANCE. Consultant shall at all times during the performance of this Agreement provide insurance as required by the attached Insurance Schedule. 5. INDEMNIFICATION. To the fullest extent permitted by law, Consultant shall indemnify and hold harmless the City from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Contract, provided that such claim, damages, loss or expense is attributable to bodily injury, sickness, disease or death, or injury to or destruction of property (other than the Project itself) including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Consultant, Consultant's subcontractor, or anyone directly or indirectly employed by Consultant or Consultant subcontractor or anyone for whose acts Consultant or Consultant's subcontractor may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. 6. ERRORS & OMISSIONS. In the event that the work product prepared by the Consultant is found to be in error and revision or reworking the work product is necessary, the Consultant agrees that it shall do such revisions without expense to the City, even though final payment may have been received. The Consultant must give immediate attention to these changes so there will be a minimum of delay during construction. The above and foregoing is not Page 27 of 29 to be constructed as a limitation of the City's right to seek recovery of damages for negligence on the part of the Consultant herein. 7. OWNERSHIP OF ENGINEERING DOCUMENTS. All sketches, tracings, plans, specifications, reports on special studies and other data prepared under this Agreement shall become the property of the City and shall be delivered to the Project Manager upon completion of the plans or termination of the services of the Consultant. There shall be no restriction or limitations on their future use by the City, except any use on extensions of the project or on any other project without written verification or adaptation by the Consultant for the specific purpose intended will be the City's sole risk and without liability or legal exposure to the Consultant. The City acknowledges the Consultant's plans and specifications, including all documents on electronic media, as instruments of professional service. Nevertheless, the plans and specifications prepared under this Agreement shall become the property of the City upon completion of the services and payment in full of all moneys due to the Consultant. The City and the Consultant agree that any electronic files prepared by either party shall conform to the specifications listed in Attachment _ of the contract. Any change to these specifications by either the City or the Consultant is subject to review and acceptance by the other party. Additional efforts by the Consultant made necessary by a change to the CADD software specifications shall be compensated for as Additional Services. The City is aware that significant differences may exist between the electronic files delivered and the respective construction documents due to addenda, change orders or other revisions. In the event of a conflict between the signed construction documents prepared by the Consultant and electronic files, the signed construction documents shall govern. The City may reuse or make modifications to the plans and specifications, or electronic files while agreeing to take responsibility for any claims arising from any modification or unauthorized reuse of the plans and specifications. 8. SUBLETTING, ASSIGNMENT OR TRANSFER. Subletting, assignment, or transfer of all or part of the interest of the Consultant in this Agreement is prohibited unless written consent is obtained from the Engineer and approved by the City. Page 28 of 29 Design of the City Utility Extensions THE CITY OF To the Dubuque Regional Airport DUB Masterpiece on the Mississippi Consultant Professional Services Request for Proposal August 2012 Appendix E Project Data: 1998 Granger Creek Construction Plans (pdf) Dubuque Industrial Center South Water Main Extension Construction Plans (pdf) Annexation study map (pdf) Preliminary Utility Route showing the proposed SW Arterial interchange C.pdf} Work Breakdown Schedule (pdf) Environmental and geotechnical reports available on the City FTP Site: For FTP Site Access Contact: Engineering Department 563 - 589 -4270 Page 29 of 29 00P 0 0.608 044 6>4.50 V:- IT,. ..40.0 0r .596.08 Or Ili • OPP 0 0 659 c.. 04,0 (0008(070I SIt 50(0. RANGER >40 671.08 IRON SANITAIV SEWER 00,1006O00 0000000 tuposIREAt PARK SOurli Or 0444(95 U:8:c!:fix. Or ■90.70 1.4 07 SCALM 100' 1111■7 , 6(2> 680 G /5 G/0 665 660 655 650 o 0.650 V:. NOTE: SEE SHEET 4 DETAIL 1 FOR TYPICAL CREEK CROSSINGS ... . _. ■ . : W., 68(1 _ r Dosimc mos ....--- .1. i 8 2 7, ol -- -I -A \ /\ _i/ \ i \ / z. - ....- --- .-- 4L U9 -% :r_,.. ---/ .../.-- 78 94 Lf. Of 16 04CM 3, 0 0.656 39..i5 t.r. or vs wcv * 0 65x :: i . NYEAT cm, 09 DUBUQUE, ENGINEERING DEPARTMEN I DUBUQUE, MA 660 ,, VirolVO°L.s , § . 6 r( :K, ■ . GRANGER CREEK SANI'l'ARY SEWER PLAN & PROFILI?, . G5t) - 'g. :-.... W s.r AS 5.0. . 5. . 0 0. \ Of SIOn\ OOG. \ 0.917 \ .,0600 I / 6 ..".0" 11 1 /8/9/ EL 676.09 SCALES r =50'Hdt 1'.5'VER rry »r 00 6 04C■ 047 0 3.665 UM. 153 10W - 686.96 f6. 94 675.04 f6. Out - 675.59 6 040* fA. w - 676.3. St M.H. 904 • 700.90 7.6. so 69 690.90 THIS DRAWING IS HALF SCALE 710.00 - 710.00 705.0C M.H. STA= .EV. = 697 705.00 700.00 700.00 695.00 N _. 6 ■73.65 ■40 INVE 595.00 690.0C a '2.260 IN P. o 590.00 685.00 M.H. p52 ,.:4 =mm 1P 66/ e 35> - 680.0C i ? 8 INCH DROP MH. INVERT DIP Q OUTSIDE IN = 679.15 397 O 2 $ NCH 680.00 675.0C 675.01 r- F.L. CREEK EL = 678.20 F.L. CREEK EL = 678.09 8' F.L. EL - 676.34 675.00 FL CREEK El = 676.20 297 OF 18 INCH i 65� ■ 270.85' OF 18 INCH DIP 2 0.50% CITY OF DUBUQUE, ENGINEERING DEPARTMENT DUBUQUE, IOWA _. 670.00 SANITARY GRANGER CREEK SANITARY M.H. # 51 TO M.H. #53 PLAN & PROFILE INCH INVERT DROP IN = 674.94 665.0C 665.00 SW? IS sa6H 11 1 Mt ��auxol�acoolool.aw j 1 @ 09 /wroe Ln 0 z.- DLD 0 CT] Q O = O o Z L LD co CD Q F -• > CC CR O Z Ek 2g• T, HIGHWAY STA. 554 +62 = SURVEY B L .TA. 100 +00 W -15 Z_ IGHT OF WAY UNE W -13 STA. 101 +11.2 - 38.0' RT. B/L F& 16• x 16" CROSS F& 16 ANCHORING SPOOL W END OF CROSS F& 16• VALVE & BOX W END ANCHORING SPOOL F& 16• PLUG W END OF ANCHORING SPOOL F& 16" ANCHORING SPOOL S END OF CROSS F& 16• VALVE & BOX S END ANCHORING SPOOL F& 20 L.F. 16" W/M S END OF C.V. F& 16" PLUG S END OF MAIN W -14 STA. 101 +11.2 - 34.7' RT. B/L F &I 16" VALVE & BOX W -15 STA. 101+11.2 - 54.5' LT. B/L F &I 16" x 6" ANCHORING TEE F &I 16" PLUG N END TEE F &I 6" VALVE E OF TEE F &I 6" HYDRANT 6' E OF TEE HYD. FLANGE EL. 37:3 76.0 F &I SYi L.F. 16" W/M 91 El / W -13 W -14 I ►4 102 SURVEY B /1. LOT 4 v , 103 W -16 STA. 103+97.2 - 30.0' RT. B/L F &I 16" x 22 1/2' BEND W -17 70.6 STA. 104+4.0,5 - 11.6' RT. B/L F &I 16" x 6" ANCHORING TEE F &I 6" HYDRANT HYD. FLANGE EL. 74,t 70.8 F &I 6" VALVE & BOX 3' N OF HYD. W SERV 1 STA. 102 +97.0 - 37.7' RT. B/L F &I 16" x 8" TEE F &I 8" VALVE & BOX S END TEE F &I 7 L.F. 8" WATER SERVICE S END G.V. F &I 8" PLUG S END SERVICE LOOP ROAD RIGHT OF WAY LINE 104 1.1H 1 STA. 104 +52.5 - 30.0' RT. B/L CONST. STANDARD MANHOLE RING EL. 70.7 8" INL. NE .6338' 61.14 8" OUTL S 61.03 0■ - - CONSTRUCT 16" `HATER WAIN LOOP ROAD RIGHT OF WAY LINQ W SERV 1 W -16 SEE SHEET 15 0 10 20 SCALE IN FEET 40 7 75 770 775 NEW ROAD SUBCRADE C/L PROFILE NEW ROAD FJNISHED C/L PROFILE 765 760 408 L.F. 16" WATER MAIN FUTURE FU. . I f I� FYL 65.7+1i . . - 4 770 765 50 L.F. 8" SAN. S. o: 0.50% 755 0 b b b 760 755 WATER •MAIN EL. S 101 + 102 0 103 104 SAN. S. EL.'S 105 YAGGY COLBY ASSOCIATES ENGINEERS • ARCHITECTS SURVEYORS • PLANNERS LANDSCAPE ARCHITECTS 215 NORTH ADAMS MASON CITY, IOWA 50401 51S- 424 -3344 FAX 510- 424 -0351 2 F- O N z E5 O F- Q w -IUp Q J f~/) Q Z 0 un > t co —1Z rn F- w O' DM 0 ►R01ECT NUMBER COMPUTER FILE DATE DRAWN BY OEX1D 3Y J I- D 5380/5381 5381DSGN.DWG APRIL 1997 DK,MM REVISIONS El 6 -24 -97 "RECORD DRAWINGS" MAY 98 SHEET NUMBER OF 9 16 SHEETS CITY OF DUBUQUE ENGINEERING ENVISION CITY HALL, 50 WEST 13th STREET DUBUQUE, IA 52001 -4864 PHONE (563) 589 -4270 FAX (563) 589 -4205 Drawn By HORIZ. SCALE: 1" = 1000' Dui; .54004i9 die Smee Approved By Date: 22 NOV 06 SANITARY SEWER INTERCEP T Off-' PRELIMINARY LAYOUT ANNEXATION AREAS "C" "D" & "E" C.I.P. Number. 1 Sheet Number. 1 of o product of THE CITY OF ._..,:2 DUB Proposed iltility Extension to Dubuque Re gional Air port DAGIS DJBU UE AREA GEDC RAPHIC INEC RHATION SYSTEM Masterpiece on the Mississippi __ r , CI W ill: ; r ! I • DUBUQUE REGIONAL AIRPOR i1 o o - SIC Z Ct libile ii\it z ... i,. , ,:„ a ce.., , q -7.4., _ • r - 7 4,, . a . . Proposed x ,1/ Terminal Building /, s Q 9' O ' : 1 Proposed Parking Lot +fit , r� O , r ♦ • 1I/ -. TIP. ,� Tj Ai a !✓� ' Pro osed p 12" Sanitary Main j'% 0 _ - O y +n t 4 , t LN Proposed Terminal Loop Road ' +_ f r yl KNEPPER " of is r gle1" m Proposed �a0r ^r •'= ... c- i, mt,k, 4101/4 ° a Fiber Optic; y�� '° O ` II _ �. ` :� (2) 2 HDPE Q' • Proposed +. Sewer Casing •� DR '• Z Proposed OGp II 16 Sanitary Main RON 4, z Proposed Entrance Road �- .n: �, ... , - - - - �` ........... ' - '� _ _ ... % Q� �^ Proposed SW Arterial Alignment __ _�t Z — WJtf& t 1_ r 61 r— Proposed Water Main Casing . - Y' + 2�_ End of Proposed Water Main ` . Proposed 16" Water Main f r ' O Proposed F'' ELMWOOD DR / r Pump Station / /�� _ •R� • \ ' . �, �I D Via. V` J�� >. _ Proposed Sewer Casing +� �' +ir. ►� �� �,, +, i .• Y r %`/ L • Proposed y cn - ' �'FS1 ._._ _ .. Proposed 16 t " Water Main % ,,;` Fiber Optic rr ,• .. V 2 T/IYI 4? E O ♦ � (2) HDP 07` sr • i .1 T • �, s ,. , Proposed /° Water Main Casing / :� ` HWY 159/69 --- -- .. lo. s . - L, et. C to s� Proposed Sewer Casing `_ DIGITAL DR �' ,. v 0 Gs is- h .. - 4v rn v Existing 16" Water Main _ o z 0 = O N. 4o O n C \ `. J Q • ` �` `} !� if : h r ` . try m v rn .t i .4 � /! ,� RD R Proposed 16 Sanitary Main Existing Lc Fiber Optic `{ �r W ti r N CI ;,:: y IV ' ' �— _ r • - ,r A • V Existing 18 Sanitary Main t _ __ LAKE ELEANOR RD ( _ F N i1/4.........- DISCLAIMER: This information was compiled Map Prepared by TWK using the Dubuque Area Geographic Information System City of Dubuque (DAGIS), which includes data created by both the City of 24 „ x 36 „ Page Engineering Division Dubuque and Dubuque County It is understood that, while the City of Dubuque and participating agencies utilized the 50 West 13th Street most current and accurate t the ccur cy or currency DAGIS and 1 inch - 800 feet 0 400 800 1,600 Feet Co Dubuque, Iowa 52001 m suppliers do not warrant the accuracy available, currency of the V J L information or data contained herein The City and participating 1 1 1 1 1 Phone (563) 589 -4270 agencies shall not be held liable for any direct, indirect, incidental, consequential, punitive, or special damages, whether foreseeable or Fax (563) 589 -4205 unforeseeable, arising out of the authorized or unauthorized use of H \Engineering\Maps for Staff this data or the inability to use this data or out of any breach of Drawing May Have Been Reduced m p warranty whatsoever \Bob Schieslllltill Extension to Airport City of Dubuque, Iowa Work Breakdown Structure (WBS) Scope of Services Element 4.10 Project Management Proposal Amount Proposal Total % Prime Amount Prime To Sub 1 Amount Sub 1 To Sub 2 Amount Sub 2 To Sub 3 Amount Sub 3 To Sub 4 Amount Sub 4 To 4 1 1 Document Review $ - 4 1 2 Progress Reports $ - 4 1 3 Oversee Design $ - 41 4 Permitting $ - 4 1 5 Coordination with Stakeholders $ - Sub Total: $ - $ - $ - $ - $ - $ - 4.20 Engineering Analysis $ - 4 2 1 Site Characterization $ - 4 2 1 1 Detailed Gound Survey $ - 4 2 1 2 Environmental / Geotechnical $ - 4 2 1 3 Additional Relevant Data $ - Sub Total: $ - $ - $ - $ - $ - $ - 4.30 Design 4 3 1 Conceptual Design with Cost Estimate 50% $ - 4 3 2 Preliminary Design with Cost Estimate 75% $ - 4 3 3 Final Design / Bidding Documents with Cost Est $ - Sub Total: $ - $ - $ - $ - $ - $ - 4.40 Bidding & Award $ - Sub Total: $ - $ - $ - $ - $ - $ - Proposal Total $ - $ - $ - $ - $ - $ -