Loading...
RES 2015-1147 - Amendment to agmt with Kirkham Michael and Associates Inc for OPW 51997, Missouri Ave/Spring Lake Park sewer separation ArE E L LL I y {! Public Works Department / ► tii Omaha/Douglas Civic Center L� 2015 * ! " September 1, 2015 q *AUG7 1819 harnam Street,Suite 601 2 G Omaha,Nebraska 68183-0601 o 4`'`"~ (402)444-3220 'P,p`.�.-___ _'may-:�.`1• o 4� lax(402)444-5248 �4rFD FEBt`' CITY CLERK Robert G. Stubbe, P.E. City of Omaha 1 t1 H A, N C B R A SS K i s Public Works Director Jean Stothert,Mayor Honorable President and Members of the City Council, Transmitted herewith is a Resolution approving Amendment No. 3 to a Professional Services Agreement with Kirkham Michael and Associates, Inc. to perform professional engineering services for the Missouri Avenue/Spring Lake Park Sewer Separation Phase 1 Project, known as OPW 51997 was approved by City Council Resolution No. 78 on January 25, 2011, and subsequent Amendments 1 & 2 for final design services and construction engineering services were approved by City Council Resolution No. 1105 on August 21, 2012, and Resolution No. 99 on January 28, 2014, respectively. The attached Amendment 3 to the Agreement authorizes Kirkham Michael and Associates, Inc. to conduct Phase 2 final design and bidding assistance services. The exact scope of services is included in the attached Amendment. Kirkham Michael and Associates, Inc. has agreed to perform the services detailed in Amendment 3 of the attached agreement for a fee not to exceed $1,076,298.00 to be paid from Sewer Revenue Improvements Fund 21124, CSO Control Implementation Organization 116918; Sewer Revenue Bonds will be issued to finance this project, for fiscal year 2015. Kirkham Michael and Associates, Inc. has filed the required Contract Compliance Report, Form CC-1, and has submitted a responsive Economic Inclusion Plan, as determined by the Human Rights and Relations Department. The Public Works Department requests your consideration and approval of the attached Resolution and Change Order. Res ctfully submitted Referred to City Council for Consideration: Mayor's Office Date Ro rt G. Stubbe, P.E. Date Ma y Public Works Director Approved as to Funding: Approved: 2 /r AO Ci61, I IS. Stephen . Curtiss ate Sp ncer K. Danner Jr. RI2-t,. ate �P Finance Director Human Rights and Relations Director 1044hra AMENDMENT NO. 3 TO THE AGREEMENT FOR ENGINEERING SERVICES FOR OPW 51997—SI 117; MISSOURI AVENUE / SPRING LAKE PARK SEWER SEPARATION PHASE 1 PROJECT The Professional Services Agreement between the City of Omaha, Nebraska (OWNER) and Kirkham Michael and Associates, Inc.; a Nebraska Corporation (ENGINEER) dated January 25th, 2011 for professional services to provide study phase services; and as amended by Amendment No. 1 dated August 21, 2012 for fmal Design Services; and as amended by Amendment No. 2 dated January 28, 2014 for bidding phase services and construction engineering, is hereby amended as follows: ENGINEER is obligated to comply with the Utilization of Small and Emerging Small Businesses as provided in Exhibit A. Section VIII.INDEMNIFICATION of the Professional Services Agreement is hereby replaced with the following: VIII. INDEMNIFICATION The ENGINEER agrees,to the fullest extent permitted by law,to indemnify,defend and hold harmless the CITY, its officers, directors and employees (collectively, CITY) against all damages,liabilities or costs,including reasonable attorneys'fees and defense costs, to the extent caused by the ENGINEER's negligent performance of professional services under this AGREEMENT and that of its subconsultants or anyone for whom the ENGINEER is legally liable. The CITY agrees, to the fullest extent permitted by law, to indemnify and hold harmless the ENGINEER, its officers, directors, employees and subconsultants (collectively, ENGINEER) against all damages, liabilities or costs, including reasonable attorneys'fees and defense costs in connection with the PROJECT, to the extent caused by the CITY's negligent acts or the negligent acts of anyone for whom the CITY is legally liable. Neither the CITY nor the ENGINEER shall be obligated to indemnify the other party in any manner whatsoever for the other party's own negligence. Neither party shall be liable to the other for consequential damages, including, without limitations, loss of use or loss of profits, incurred by one another or their subsidiaries or successors. Paragraph K of Section X. GENERAL CONDITIONS of the Professional Services Agreement is hereby replaced with the following: K. Equal Employment Opportunity Clause. Annexed and made a part hereof by reference are the equal employment provisions of this contract. All reference to "Contractor" shall mean"ENGINEER". Refusal by the ENGINEER to comply with any portion of this program as therein stated and described will subject the offending party to any or all of the following penalties: (1) Withholding of all future payments under the involved contracts to the ENGINEER in violation until it is determined that the ENGINEER is in compliance with the provisions of the contract; 1 (2) Refusal of all future bids for any contracts with the ENGINEER or any of its departments or divisions until such time as the ENGINEER demonstrates that they have established and shall carry out the policies of the program as herein outlined. Contract Compliance Ordinance No. 35344,Section 10-192 Equal Employment Opportunity Clause During the performance of this contract, the Contractor agrees as follows: 1) The Contractor shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, age, sexual orientation, gender identity, national origin, or disability as defined by the Americans With Disabilities Act of 1990 and Omaha Municipal Code 10-192 and 13-89. The Contractor shall ensure that applicants are employed and that employees are treated during employment without regard to their race, religion, color, sex, age, sexual orientation, gender identity, disability or national origin. The Contractor shall take all actions necessary to comply with the Americans With Disabilities Act of 1990 and Omaha Municipal Code including, but not limited to, reasonable accommodation. As used herein, the word "treated" shall mean and include, without limitation, the following: Recruited, whether advertising or by other means; compensated;selected for training, including apprenticeship; promoted; upgraded; demoted; downgraded; transferred; laid off; and terminated. The Contractor agrees to and shall post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officers setting forth the provisions of this nondiscrimination clause. 2) The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor; state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, age, sexual orientation, gender identity, disability or national origin. 3) The Contractor shall send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding a notice advising the labor union or worker's representative of the Contractor's commitments under the equal employment opportunity clause of the City of Omaha, Nebraska, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4) The Contractor shall furnish to the contract compliance officer all federal forms containing the information and reports required by the federal government for federal contracts under federal rules and regulations, and including the information required by Omaha Municipal Code sections 10- 192 to 10-194, inclusive, and shall permit reasonable access to his records. Records accessible to the contract compliance officer shall be those which are related to paragraphs (1) through (7) of this subsection and only after reasonable notice is given the Contractor. The purpose of this provision is to provide for investigation to ascertain compliance with the program provided for herein. 2 5) The Contractor shall take such actions with respect to any subcontractor as the City may direct as a means of enforcing the provisions of paragraphs (1) through (7) herein, including penalties and sanctions for noncompliance; however, in the event the Contractor becomes involved in or is threatened with litigation as the result of such directions by the City, the City will enter into such litigation as is necessary to protect the interests of the City and to effectuate these provisions (of this division); and in the case of contracts receiving federal assistance, the Contractor or the City may request the United States to enter into such litigation to protect the interests of the United States. 6) The Contractor shall file and shall cause his subcontractors, if any to file compliance reports with the Contractor in the same form and to the same extent as required by the federal government for federal contracts under federal rules and regulations. Such compliance reports shall be filed with the contract compliance officer. Compliance reports filed at such times as directed shall contain information as to the employment practices, policies, programs and statistics of the Contractor and its subcontractors. 7) The Contractor shall include the provisions of paragraphs (1) through (7) of this section, "Equal Employment Opportunity Clause," and Section 10-193 in every subcontract or purchase order so that such provisions will be binding upon each subcontractor or vendor. A detailed description of the scope of work and services to be performed is listed in Exhibit B. In summary, this amendment incorporates additional services for the Missouri Avenue / Spring Lake Park Sewer Separation Project(CSO),Phase 2 Final Design for OPW 51997. Compensation for the services in the Amendment shall be on an hourly basis as outlined in Section IV of the January 25th,2011 agreement. The estimated man-hours for this additional work are shown in Exhibit C. The maximum amount for the services covered by this amendment shall not exceed One Million Seventy Six Thousands Two Hundred Ninety Eight Dollars ($1,076,298) without prior written authorization by the City of Omaha. This amendment does not change any of the provisions of the original contract. In accordance with the provisions of the January 25th,2011 Agreement; This Amendment is executed by ENGINEER this 29 day of July, 2015. KIRKHAM MICHAEL&ASSOCIATES, INC. ENGINEER By: Sorin Juster, P.E. ATTEST Vice President (Title) This Amendment is executed by OWNER this day of , 2015. 3 ATTEST CITY OF OMAHA, A Municipal Corporation /frietid DEPUTY City Clerk Mayor APPROVED AS TO FORM: A/16— A .Deputy City Attorney 4 EXHIBIT "A" UTILIZATION OF SMALL AND EMERGING SMALL BUSINESSES It is the policy of the City of Omaha that Small and Emerging Small Businesses shall have the maximum practicable opportunity to participate in City of Omaha projects. With regard to this AGREEMENT, the following Certified Professional Service Provider(s) have been identified and contracted with to perform the identified project tasks: Scope of work or Projected project tasks to be commencement and performed completion date of Name of small or work Agreed price with emerging small SB/ESB Percentage(%) business Address Big Muddy 4502 South 42nd Green 09/14/2015 $141,355 13.4% Workshop Street Infrastructure to (BMW) Omaha, NE 68107 08/24/2016 Lovgren 809 North 96th Public Outreach 09/14/2015 $20,780 2% Street to Omaha, NE 68114 08/24/2016 Totals CERTIFICATION The undersigned certifies that he/she is legally authorized by the ENGINEER to make the statements and representations regarding small and/or emerging small business participation and that said statements and representations are true and correct to the best of his/her knowledge and belief. The undersigned will enter into formal agreement(s) with the identified small and/or emerging small business(es)(which are otherwise deemed by the City of Omaha to be technically responsible to perform the work)listed at the price(s)set forth in this Exhibit conditioned upon execution of an AGREEMENT by the undersigned with the City of Omaha. The ENGINEER agrees that if any of the representation made regarding utilization of small and/or emerging small business by the ENGINEER knowing them to be false,or if there is a failure by the ENGINEER to implement the stated agreements,intentions,objectives,goals,and comments set forth herein without prior approval of the Public Works Director, such action shall constitute a material breach of the AGREEMENT, entitling the City of Omaha to terminate the AGREEMENT for default. The right to so terminate shall be in addition to,and not in lieu of,any other rights or remedies the City of Omaha may have for other defaults under the AGREEMENT,under City of Omaha's Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future Professional service awards. Signature Title —Vice President Date of Signing July 29,2015 Firm or Corporate Name Kirkham,Michael&Associates,Inc. 5 EXHIBIT "B" SCOPE OF SERVICES AMENDMENT NO. 3 OPW 51997 Missouri Avenue/Spring Lake Park Sewer Separation Project(CSO) Phase 2 ENGINEER shall provide final design and bidding assistance to the CITY as outlined in the task descriptions described herein. Final Design shall be based on the previously completed preliminary design phase documents, as approved by the CITY, along with all field investigations results and utility coordination information. ENGINEER shall perform the final design and bidding assistance services in accordance with CITY and CSO Program Plans, Protocols, Procedures, Standards, and Guidance Documents. These documents can be found on the CSO Web Portal in the following location: http://www.omahacsopt.com/projects/Shared%20Documents/Forms/Document%20Group.aspx The following documents are hereby included in this Scope of Services by reference: Document Name Document Date PLANS Construction Management Plan 06/25/2012 Environmental Plan Updated May 2013 Materials Management Plan for Soil and Groundwater 04/06/2012 Quality Management Plan Update 12/11/2014 ........... Risk Management Plan 04/12/2010Rev0 PROTOCOLS Construction Management Protocol Updated 04/18/2013 Sewer Separation Protocol Rev. 0.01 Updated 07/30/2010 PROCEDURES Community Enhancement Procedure 04/30/2013 Document Control Procedure 12/15/2014 Electronic Filing Standard Design 06/13/2014 Electronic Advertisement for Projects in the CSO/RNC Program 04/15/2014 City of Omaha Manhole and Lamping Inspection Updated 05/09/2014 Procedure Revision 5 7 NDEQ Submittals 03/16/2011 City of Omaha Pipeline Inspection Procedure Using ! Updated 04/11/2014 CCTV Revision 4 Public Information Procedure for CSO and RNC Updated 12/12/2011 Projects • ROW Management and Property Acquisition Updated 09/16/2010 Procedure for(Non-Federal)Projects City of Omaha Smoke and Dye Testing Procedure I Updated 03/12/2012 (Revision 3) Soil Restoration Project Transition—Design to Construction 04/21/2014 Utility Coordination Procedure Updated 02/28/2013 Work Change Acknowledgement 05/10/2012 STANDARDS Omaha CSO Program CAD Standards with Update 03/15/2010 04/26/2010 With 04/26/2010 Update Info Works Modeling Standard Updated 06/24/2010 • Interim Flow Monitoring Standard,Rev. 0 12/30/2011 Public Works Department Design Division Surveying 03/04/2011 Proposals Guidelines for Preparation and Presentation GUIDANCE DOCUMENTS Sewer Separation Cost Estimate Template Guidance Updated 06/04/2010 Sewer Separation Deliverable Expectations Guidance : 04/30/2012 Documents • Demolition and Asbestos Remediation Permitting 10/10/2011 Process Geotechnical Guidance Document Updated 04/10/2014 Omaha Green Solutions Site Suitability Assessment 12/21/2009 and BMP Selection Process Guidance Document Liquidated Damages Guidance 01/29/2013 Omaha Park Department Policies 04/01/2014 Private Property Investigation Guidance Updated 07/12/2010 Sanitary Sewer Design Basis and Methodology Updated 06/27/2010 Guidance Small &Emerging Small Business SEB Guidance 11/26/2013 8 Storm Sewer Design Basis and Methodology Updated 06/27/2010 Guidance Sustainability Guidance Updated 01/04/2011 Urban Design Review Board Guidance Document for • 07/17/2013 Sewer Improvement Projects CSO Project Communication: PMT and Project Updated 01/04/2013 Teams Technical Memorandum Notes: 1. Any documents listed above may be updated during the duration of the project. In the event that a change is made to a document that affects the scope of work included herein, a contract change may be required. 2. City of Omaha Standard Specifications and Plates shall be used, where applicable, unless special conditions require modification. Modifications are to be approved by the CITY. TASK 1 -- PROJECT MANAGEMENT Objective: Provide for the overall project management and administration, project coordination, public involvement and neighborhood coordination throughout the duration of the PROJECT. Deliverables: Updated Quality Control Plan;Updated Project Health and Safety Plan; Updated Project Execution Plan; monthly invoices; monthly progress reports; monthly schedule updates;progress meeting and other meeting minutes. Scope: 1.1. Project Management and Administration. ENGINEER to provide project management and administrative activities including: 1.1.1. Project Management and Administration. ENGINEER shall monitor progress and schedule and facilitate coordination of the PROJECT design elements; Prepare monthly invoicing with estimated percentage of work complete by contract task; prepare monthly progress reports; scope, schedule, and budget tracking; provide staffing management and contract administration; maintain communication with PMT; maintain Quality Control; provide monthly PROJECT schedule updates; If not on schedule or budget, explain reasons for deviations and mitigation plan to rectify. File project documents on the Project page of the Program Web Portal and provide a hard copy of all deliverables to the PMO Library. ENGINEER will conduct internal meetings with the key members of the Project Team to discuss updates of the project progress, budget and schedule status, current project issues, and public involvement activities. ENGINEER will be responsible for arranging the meeting, preparing an agenda, and conducting the meeting. Seven (7) internal meetings are assumed based on the preliminary schedule. 9 1.1.2. Quality Control Plan (QCP). ENGINEER will review and update the existing QCP prepared as part of the preliminary design and update in accordance with the CSO Program Quality Management Plan (QMP). QCP should address field data QC as required in Field Services Procedures. Maintain QCP throughout the duration of the project. 1.1.3. Project Health and Safety Plan (HSP). The ENGINEER is responsible for the health and safety of its employees and confirming that ENGINEER's subcontractors have a good understanding of all PROJECT health and safety requirements. The CITY and PMT put a high value on the safety of all personnel working on delivery of the CSO Program. ENGINEER will review and update the project specific HSP prepared as part of the preliminary design to apply to employees working on this PROJECT.The HSP will address safety in the office, site visits, and field investigations, shall include OWNER and PMT requirements and shall be consistent with the CSO Program Protocols. 1.1.4. Updated Project Execution Plan (PEP). ENGINEER will update the PEP that was created during preliminary design with all relevant final design information in accordance with the requirements set forth in the project delivery plan,protocols,plans,procedures, standards and guidance documents prepared by the PMT. The PEP will include project procedures,CAD drafting standards, GIS coordination and deliverable format requirements, filing standards, public involvement coordination, project team organization, and a detailed project schedule developed in Microsoft Project with associated deliverable dates. Maintain PEP throughout the duration of the project. 1.1.5. Initial Project Kickoff Meeting. ENGINEER will conduct the initial project kickoff meeting with PMT. The purpose of the meeting will be to review the project approach, PEP, project goals/objectives and preliminary design; establish project communication procedures; and establish the project schedule. ENGINEER will prepare minutes for the meeting and distribute electronically in Microsoft Word format. 1.1.6. Monthly PMT Meeting.ENGINEER will conduct monthly progress meetings with the PMT for the duration of the PROJECT to provide updates on project progress, budget and schedule status, current project issues, and public involvement activities. Anticipated future activities and PMT needs will be discussed. ENGINEER will be responsible for arranging the meeting, preparing an agenda, conducting the meeting, and taking and distributing meeting notes. Ten (10) progress meetings are assumed based on the preliminary schedule. 1.2. Agency and Project Coordination. ENGINEER will provide agency and project coordination activities including: 1.2.1. Utility Coordination. ENGINEER will provide for the communication with the utilities in the project area including notification of the project, requests for facility information, requests for clarifications, transmittal of drawings, and meetings to discuss the project per the Utility Coordination Procedure. ENGINEER will send utility requests directly to the utility companies with 10 copies of the requests to the PMT utility coordinator. ENGINEER will be responsible for setting up and updating a utility tracking log throughout the PROJECT,maintaining it throughout the PROJECT, and taking and distributing meeting notes and incorporating utility information into the design of the PROJECT. ENGINEER will be responsible for providing utilities with relevant project information to facilitate with any required design work for replacement or relocation of their existing infrastructure within the PROJECT area. The ENGINEER will identify one person from the Project Team who will act as the singular contact throughout the PROJECT to request information from the Utilities. 1.2.2. Agency Coordination and Permitting. Agency coordination will be conducted in conformance with the Environmental Plan and under the oversight of the PMT's Compliance Coordinator. Communication with the impacted agencies will be in conformance with the Environmental Plan. The impacted agencies may include, but are not limited to, the U.S. Army Corps of Engineers (two meetings), the Nebraska Department of Roads (One meeting), Papio- Missouri River Natural Resources District (one meeting), the Nebraska Game and Parks Commission (one meeting), United States Fish and Wildlife Service (one meeting), the Nebraska State Historic Preservation Office (one meeting), Nebraska Department of Natural Resources (one meeting), the Nebraska Department of Environmental Quality (two meetings) and the CITY's Quality Control Division (two meetings). ENGINEER will be responsible for taking and distributing meeting notes and incorporating Agency information into the design of the PROJECT. 1.2.3. CITY Agency Coordination. ENGINEER will provide for meetings through the CITY Project Manager with CITY Agencies including other divisions within the Public Works Department (two meetings), Planning Department (one meetings), and Parks, Recreation and Public Property Department (three meetings). Meetings will be held as necessary to maintain open lines of communication, obtain feedback on design elements that may impact other departments and allow for design reviews/comments six(6)meetings budgeted). Coordination with the City Planning Department regarding Urban Design Review Board approvals shall be in accordance with the Urban Design Review Board Guidance. 1.2.4. Coordinate with Adjacent Projects. Establish meetings through the PMT with designers/consultants of adjacent projects. These meetings will be directed at coordinating designs that will interact with the Project. Beyond sharing of relevant project design information, consideration will be made for project sequencing/phasing and potential contractor interfacing to limit risk associated with schedule delays and associated construction costs and/or cost overruns. Coordination with the South Interceptor Force Main(SIFM) and Missouri River Wastewater Treatment Facility(MRWWTF) construction projects will be required. 11 1.2.5. Coordinate with Property Owners. Conduct meetings with Owners of significant surface facilities in coordination with the PMT to obtain structural and facilities information, and any other necessary information. 1.2.6. GIS Coordination. This task includes GIS coordination work for the ENGINEER as well as coordination with the CITY/PMT to manage and update CITY GIS information for the PROJECT. This includes providing necessary electronic files and information developed as part of the PROJECT to the CITY/PMT for updating the CITY's GIS database. If any GIS deliverables are submitted as part of this project, all GIS deliverables (in any task) should be created in ESRI's ArcGIS ArcMap v10.2 software, be in a file geodatabase format(shapefiles or personal geodatabase formats are not acceptable), and the use of the City of Omaha's GIS metadata XML template to populate new data with required metadata. 1.2.7. Program Management and Technical Team Meetings. This task includes program management and technical team meetings anticipated during the course of the project that would not be part of the monthly PMT meetings. Meetings will be held between the ENGINEER, CITY, PMT, and SUBCONSULTANTS (four (4) meetings budgeted). 1.3. Public Involvement and Neighborhood Coordination. ENGINEER shall communicate with the impacted property owners, businesses, schools, and neighborhood associations affected by the PROJECT; organize and conduct meetings to discuss the PROJECT scope and schedule; develop correspondence regarding PROJECT; and prepare exhibits. ENGINEER shall be responsible for the following: 1.3.1. Conduct One(1)60%Design Public Meeting.The ENGINEER will organize and conduct a public PROJECT 60% to 80% design level meeting in coordination with neighborhood associations and other stakeholders. The ENGINEER will determine the distribution list for the public meetings,prepare and distribute the public meeting notifications according to the Public Information Procedure, arrange for the meeting place, arrangements and logistics for the meetings and prepare the presentation, agenda, sign-in sheets, meeting notes and other items as necessary, and as reviewed by the PMT. The purpose of the "Open House" style meeting will be to review the overall PROJECT design plans, including proposed schedule, potential community enhancements discussions (if applicable), and opportunities for public input. ENGINEER will prepare presentation materials including Power Point presentations,hardboards,maps, design drawings and handouts to present at the meeting, and take minutes for the meeting and distribute electronically in Microsoft Word format for draft and PDF format for final. 1.3.2. Conduct Stakeholder Communications. Plan and implement one-on-one and small group meetings with impacted stakeholders (such as neighborhood associations, businesses, schools, churches, organizations, elected officials, community leaders in PROJECT area), PMT, and CITY agencies to coordinate 12 proposed improvements, green infrastructure, community enhancements (if applicable) and construction impacts (two(2) meetings budgeted). 1.3.3. Develop CSO/RNC Program Public Website Content. 1.3.3.1. Write PROJECT description and provide photos or exhibits to the Program Public Facilitator (PPF) to be posted to the projects section of the CSO Program public website. 1.3.3.2. Provide all public meeting information to the PPF per the Public Information Procedure. 1.3.3.3. Provide a draft of any news opportunities to the PPF for coordination with the Program media communications and provide copies of any printed news items to be posted to the news archives on the public website. 1.3.4 Nebraska Environmental Trust(NET) Requirements 1.3.4.1 Provide documentation required for the NET grant quarterly reports (a schedule for NET reporting deadlines will be provided to the ENGINEER) including the following: 1.3.4.2 Documentation of public meetings, including at a minimum: date, location,number of attendees, agenda, summary of topics addressed and discussion. One(1) public meeting is assumed (scope item 1.3.1). TASK 2—CONCEPTUAL (10%)DESIGN—NOT USED TASK 3—PRELIMINARY (30%) DESIGN—NOT USED TASK 4—FINAL DESIGN Additional Field Work and Data Acquisition Objective: Obtain additional field data necessary to complete final design (if required). Deliverables: Survey Data(both field books and electronic) Geotechnical Report(if needed) Additional CCTV, MH Inspection, Smoke Testing information Street Coring data Scope: 4.1. Request and Review Utility Drawings. As identified in the data gap report,request and review utility location maps as additional drawings become available including sanitary sewer mains and services; street lights; traffic signals; gas main and 13 services; water main and services; underground and overhead electric; telephone facilities; cable TV; and fiber optic cable. 4.2. Survey.Perform additional site survey in sufficient detail necessary to prepare fmal construction documents. Survey shall be performed in accordance with the CSO Program Survey Standards. Survey field book and all survey digital data shall be given to the CITY upon completion of final design. 4.3. Perform Additional Field Investigations. Perform additional field investigations within the project area, as required, in accordance with the appropriate CSO Program procedures and standards. 4.3.1. Manhole Condition Assessment. Perform Level 4 — Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area,as required,per the Manhole and Lamping Inspection Procedure. Approximately 123 total structures will be investigated as shown in Figure 1 4.3.2. CCTV Investigation. Perform additional CCTV as necessary. The CCTV allowance includes normal cleaning,televising and review of existing piping in the project area, as required, and is based on an estimated 20,464 linear feet(8 inch- 60 inch) of sewer performed in accordance with the Pipeline Inspection Using CCTV Procedure, as shown in Figure 1. Inlet cleaning,heavy cleaning and root sawing are excluded and would be performed as determined necessary at an hourly rate. 4.4. Community Enhancement Planning/Brainstorming Meeting After the 30% Design Public Meeting, the PMT Community Enhancement Lead will facilitate a planning/brainstorming meeting for the community champion with the following participants: one to two members of the Project Design Team, the Public Participation Facilitator and, when applicable, representatives of the Public Works Department and the Parks Department. (Estimated Project Design Team effort is four hours)The purpose of the meeting is to: • Review community enhancement ideas developed as part of the 30% design; • Provide the neighborhood volunteer with a description of their responsibilities; • Provide guidance for submitting ideas the neighborhood would like to pursue; and • Provide a list of resources outside the CSO Program applicable to the enhancements under consideration. 60% Design Objective: Develop 60% deliverables for review and utility coordination. The purpose of the 60% design submittal is to provide the CITY and PMT the opportunity to review the plans, specifications, and appurtenant material so that the 14 ENGINEER can proceed in completing the plans, adding all necessary details, notes, etc. Deliverables: Per the 60% Deliverables Guidance, including 60% plans, specifications and addendum to the Basis of Design Report; The 60% design deliverable is meant to be a substantially complete set of construction plans, specifications and addendum to the BODR. Scope: 4.5. 30% Walkthrough. Coordinate field review and walkthrough using 30% preliminary design plans. The focus of this walkthrough will be on planning,parks, green solutions,traffic issues,and overall constructability. The CITY and PMT will identify staff to attend the field review. Provide transportation for the field review. Document walkthrough comments and outcomes for incorporation into the 60% design. 4.6. Urban Design Review Board (UDRB) Submittal. The ENGINEER shall prepare the Urban Design Review Board application and the 30%review submittal package required by the UDRB and the City Planning Department for review by City Planning and the UDRB. The UDRB submittal package will include plan-view drawings that clearly show impacts to Green Streets, Bicycle routes,Areas of Civic Importance(ACI), etc.,as identified by the PMT,as well as the proposed mitigation of those impacts, showing sufficient details to convey the proposed work, but in a non-technical way. The submittal may require the services of a landscape architect to meet UDRB expectations; however, if this is required it will be part of Task 5— Additional Work Examples of UDRB submittals will be provided to the ENGINEER for reference.A draft review submittal will be required(3 copies) along with a final Board submittal (17 copies). Urban Design Review Board (UDRB) review comments shall be addressed by the ENGINEER and incorporated into the 60%plans and specifications. 4.7 Finalize Sewer Design Calculations. Complete the hydraulic and final design calculations for the proposed storm and sanitary sewer systems. This will include sewer location,ultimate design tributary area,size and slope.A stormwater drainage inlet analysis will be included in areas of proposed construction per protocol. Storm sewer shall be designed in accordance with the City of Omaha Regional Stormwater Design Manual. Sanitary sewer shall be designed in accordance with the CSO Sanitary Sewer Design Basis and Methodology Guidance. 4.8 Hydrologic and Hydraulic Modeling Approach TM. ENGINEER will prepare a Storm Sewer Hydrologic and Hydraulic Modeling Approach TM that summarizes the ENGINEER's modeling approach to support the PROJECT's stormwater infrastructure design. Coordinate and conduct a meeting with the PMT at the beginning of the TM preparation to discuss proposed modeling approach. The TM shall briefly summarize the reviews of any previous studies and include discussion of modeling assumptions, strategies, and software to be used. InfoWorks CS has been used to model the combined and sanitary sewer system, including hydrology in the area. XP-SWMM and HydroCAD may be utilized for design or comparison as indicated by the PROJECT data needs to model the H&H response of the existing 15 and proposed storm sewer systems. InfoSWIVIM software will be utilized to model the response of the proposed sanitary sewer system. The TM should make clear which software is to be used for the PROJECT. It is not intended for the TM to repeat detailed information found in other reports nor to provide a lengthy narrative, but rather to provide a clear direction for the modeling work and a concise description of pertinent details to promote understanding and provide documentation. The rationale for deviation from any previous modeling assumptions should be made clear in the TM. The TM must also address the issues listed below. A draft TM shall be submitted to the CITY and PMT for review. Comments will be addressed by the ENGINEER and a final version of the TM submitted. 4.8.1. The model will be utilized to determine peak flow and volume from separated drainage areas and stormwater pipeline hydraulics. The 2- and 10-year design events will be simulated to determine the appropriate sizing for the conveyance sewers. Design event durations that approximate the study basin's time of concentration should be selected. Design event depths and hyetograph distributions should be specified in the TM. 4.8.2. Subcatchment boundaries should align with those in the most recent master InfoWorks model for the CSO Program, except in cases where the watershed and combined/sanitary sewer shed do not convey flow in the same direction. It is expected that subdivision of the subcatchments from InfoWorks to inlet-level subcatchments will be necessary to attain the degree of accuracy in hydrologic calculations necessary to support design efforts. Deviations from this approach, if any, are to be clearly discussed in the TM and approved by the CITY and PMT. 4.8.3. Hydrologic modeling will need to be detailed enough to address the complexity of simulating a 2-year and 10-year storm. Subcatchments that are small in area, modeling of inlets, and similar details will need to be added. The downstream facility sizes will be based on peak flow rates, so the shapes of the hydrographs need to be accurate for all storms modeled. 4.8.4. Existing stormwater infrastructure and any existing combined sewers that will be converted to storm sewers should be modeled so that travel times and any existing constrictions will be accurately represented by the model. 4.9. Green Infrastructure. Continue the development of the green infrastructure as part of the plans and specifications in accordance with the Omaha Green Solutions Site Suitability Assessment and BMP Selection Process Guidance Document including any updates to the Green Infrastructure TM. Final Green Infrastructure shall meet or exceed the requirements outlined in Omaha Regional Stormwater Design Manual, Chapter 8, Stormwater Best Management Practices or as outlined in current CSO protocol. 4.9.1. Refine and revise the 30% design of the integrated system of green infrastructure located south of"F" Street and within Spring Lake Park Golf Course. System components include water quality basins receiving stormwater 16 • from pipes or overland flow, a wet pond with permanent and temporary storage, dry detention basins, bioretention cells, and all appurtenances and piped conveyance systems connecting components. 4.9.2. Design surface and piped conveyance system from the Phase I 48"pipe surface discharge point to the proposed "F" Street dry detention basin. Develop protection plan for seep/springs during construction that can be included in the construction documents. Provide a channel design TM. 4.9.3. Design water quality basin at 18th and "G" Street and "F" Street dry detention basin to function as an integrated system to attenuate smaller design storms and manage a 100-year storm event. Locate basin to facilitate maintenance operations. Design maintenance access paths/routes as needed. 4.9.4. Design water quality basins and bioretention cells within golf course to receive and mitigate first-flush flows. Locate basins to facilitate maintenance operations. Design maintenance access paths/routes as needed. 4.9.5. Design water detention/retention system wet pond and dry detention basin within golf course to function as an integrated system to attenuate smaller design storms and manage a 100-year storm event. Design maintenance access paths/routes as needed. 4.9.6. Develop forest restoration planting plan for steeply sloped areas surrounding dry detention basin where existing forest is removed. Integrate bio-engineering techniques to control erosion and restore native species of grasses, shrubs, under/overstory trees. 4.9.7. Develop an inventory of existing trees within park and golf course that will be removed as a result of the project's implementation. Calculate the number of replacement trees required based upon the city park tree mitigation standard. Work with park staff to identify areas with Spring Lake Park where mitigation plants could occur, as well as on other city park-owned properties. 4.9.8. Evaluate the type and amount of trash and debris expected to enter into the proposed green infrastructure system upstream of the golf course. Propose trash management solutions at each point of storm discharge into the golf course. Provide a Trash and Debris Management TM. 4.9.9. Update the Green Solutions TM to reflect revisions and changes in the plans and specifications. 4.10. Hydrogeology. Perform additional investigations, as necessary, related to the hydrogeology of the proposed wetland and wet pond as it relates to the possibility of artesian springs. 4.10.1. Groundwater Quality Assessment. Perform groundwater sampling at groundwater monitoring well located between Leaking Underground Storage Tank(LUST)site at Spring Lake Golf Course and proposed pond for the purpose of the project dewatering permits and water quality verification of pond. Groundwater would be analyzed for benzene, toluene, ethylbenzene, and xylenes (BTEX), Volatile Organic Compounds (VOCs), Semi-volatile Organic Compounds(SVOCs),Total Petroleum Hydrocarbons(TPH),Total Extractable 17 Hydrocarbons (TEHs), and total Resource Conservation and Recovery Act (RCRA) and Target Analyte List(TAL) metals, organics, pH, Total Suspended Solids (TSS), Total Kjehldahl Nitrogen (TKN), Total Phosphorous (TP) and hardness. Three (3) sampling events are assumed based on the preliminary schedule. The ENGINEER will prepare a brief sampling plan TM for City/PMT review prior to collecting any samples. 4.11. On-site Field Review. Conduct one on-site field review meeting with, at a minimum, the CITY Project Manager, PMT Coordinator, Compliance Coordinator and CITY Construction Manager. This meeting is to be held following completion of the geotechnical field investigations and street corings. The purpose of the meeting is to review existing pavement and curb conditions and proposed intersection radii and curb ramp locations, and (in conjunction with geotechnical investigations, coring, and utility information) identify preliminary extent of pavement, curb, driveway, and sidewalk removals/replacements on the plans. 4.12. Design of Intersection Improvements. Intersection improvements will include incorporation of minimum 25-foot radii upgrades at intersections identified by the CITY along arterial and collector street intersections along the proposed construction alignments. Updated ADA curb ramps will be designed for all four corners at every intersection affected along the project alignment. Intersection and ramp improvements shall be in accordance with guidance the CITY will provide during final design. Prepare design details for non-standard curb ramp locations. 4.13. Sewer Rehabilitation Recommendations. Findings and recommendations will be summarized for City/PMT review based on sewer televising and field investigation results from previous tasks. 4.13.1. This task will recommend sanitary sewer and manhole rehabilitation and I/I removal construction required to provide a serviceable sanitary sewer system for the tributary area for City review. Recommendations for follow up on non- critical sanitary sewer defects will also be provided. 4.13.2. For existing combined sewers to become separate storm sewers, this task will recommend: • disconnection of any sanitary service connections remaining connected throughout the tributary area • rehabilitation/repair of any critical structural defects throughout the tributary area • rehabilitation/replacement/protection of existing sewers subject to damage during sewer separation construction. 4.13.3. Sewer Rehabilitation Recommendations. A Sewer Rehabilitation Database will be prepared that identifies recommendations and associated construction cost, if any, for each sewer reach and shall be incorporated into the Addendum to the Basis of Design Report. The Database will be developed in Microsoft Excel/Access that identifies each reach,anticipated future use,and potential and 18 recommended rehabilitation options. An associated colored map identifying the recommended rehabilitation shall be included. 4.13.4. Inflow/Infiltration Reduction Requirements. All sewer separation projects will include a minimum amount of rehabilitation and new construction measures to minimize and eliminate some direct sources of storm and ground water inflow and infiltration in both sanitary and storm sewer manholes,whether in pavement or in non-paved areas. These measures include: (1) installing external frame seals and solid manhole covers on all new manholes; (2) installing external frame seals on all existing manholes exposed during construction, which may include rebuilding risers; (3) cut out, expose, rebuild risers if necessary, and install external frame seals on all existing manholes which are on sanitary sewers or on pipes that are being changed from combined to sanitary sewers; (4) replace existing perforated manhole covers with solid covers(and new frame if necessary) on all existing sewers which are changed from combined to sanitary sewers,AND on any existing sanitary sewers(especially upstream branches that feed into these renovated sewers). This work will be included in the project plans and specifications for the direct project area at a minimum, and to the extent of the system outside of the project area as determined through discussions with the PMT. 4.14. Construction Sequencing/Phasing. ENGINEER shall prepare a recommended project sequencing/phasing to maintain sewage flow at all times,to encourage clean- up,to maintain access to businesses,streets,etc.and to include traffic control,detour plans and pedestrian wayfinding, where appropriate. CITY will provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 4.15. Temporary and Permanent Easement and Property Acquisition Descriptions. ENGINEER shall prepare documents for easement and property acquisition. CITY personnel will provide title information for use by the ENGINEER. CITY will negotiate the acquisition of the easements and properties. Identify easements and acquisitions necessary for construction and provide information required per the ROW Management and Property Acquisition Procedure. Update potential properties impacted by the project on the ROW Table with current property information. Prepare strip / Tract maps with an aerial background for the 60% submittal. 4.15.1 Property Line Establishment. This is the boundary survey required to established the property corners for the various properties. 4.16. Updated Environmental Permits and Clearances. The ENGINEER will update the list of environmental permits and clearances for the project along with a proposed schedule for submission of applications for the design and construction of the PROJECT. The Engineer will meet with representatives from the Compliance Team to review the list of permits prior to incorporation into the Basis of Design 19 Report. Incorporate permit design requirements as outlined in the Environmental Plan, into the Basis of Design Report. Communications with permitting agencies need to be done in conformance with the Environmental Plan. ENGINEER shall fill out all permit applications and provide draft cover letters for any governing agency or other entity related to obtaining field investigations and surveying for preliminary and final design services. ENGINEER shall coordinate with the PMT and CITY to get these permit applications submitted and approved. [A list of permits that may be required is itemized in Task 5.] 4.17. Technical Specifications for Environmental Issues. The ENGINEER, in accordance with the Environmental Plan, will provide technical specifications, modified to reflect the specifics for the project, that address environmental issues associated with the PROJECT including, but not limited to, management of hazardous or contaminated wastes likely to be found onsite,permitting specification and temporary environmental controls specification. This shall include appropriate modifications of technical specifications developed by the PMT to address environmental issues. [This shall include any restrictions to use of excavated materials from the top 18-inches of the excavation based on the lead levels identified from previous testing, if located within the EPA Lead Remediation area.] The ENGINEER will work with the PMT to continue to identify other regulatory criteria or requirements. 4.18. Risk Management(60%). The ENGINEER shall update the mitigation strategy for the risk factors identified and identify methods to mitigate the risks identified. The Risk Mitigation Strategy TM shall include an identification of risks that should be carried forward to construction contractors as the controlling entity. 4.19. Sustainability (60%). The ENGINEER shall update sustainability strategies previously identified during preliminary design. The ENGINEER will develop preliminary sustainability strategies utilizing the portions of the Envision TM Rating System for Sustainable Infrastructure (www.sustainableinfrastructure.org) that are applicable to the project. 4.20. Update OPC(60%). Update the bid item list in accordance with the CITY standard bid items(exact wording and units shall be used as much as possible). Develop new bid items as necessary. The CITY shall also provide a list of bid items that are generally included on all sewer separation projects in case they are needed during construction. Engineers Opinion of Probable Construction Cost (OPC) shall be prepared and submitted per the Cost Estimate Template Guidance. 4.21. Prepare Small and Emerging Small Business (SEB) Utilization Memorandum. Prepare a draft of the SEB Utilization Memorandum based on the SEB Utilization Guidance document that summarizes the evaluation performed by the ENGINEER to identify the portions of the Project that can reasonably be designated for construction by Small Business (SB) / Emerging Small Business (ESB) contractors and to identify the percentage of the project that shall be used in the documents. 20 4.22. Prepare Addendum to the Basis of Design Report (60%). An Addendum to the Basis of Design Report will be prepared in accordance with the Deliverable Guidance Document. This report will identify changes or updates to the 30% BODR and should reflect the overall plan methodology, project assumptions, construction phasing or sequencing, field investigations, summary of permit activities, and summaries of the documents included with the 60% submittal. 4.23. Prepare 60% Plans. 60%plan documents shall include the drawings as identified in the Deliverable Guidance Document and include revised City Standard Plates. 4.24. Prepare 60% Specifications. Prepare the Division 00 Specifications, Division 01 Specifications, and Supplemental Technical Specifications per the 60% Specification Guidance. The CITY is using the Engineers Joint Contract Documents Committee (EJCDC) contract documents. Special Provisions and Supplemental Specifications shall be provided for special items and work not covered in the City of Omaha Standard Specifications. The CITY and PMT may also provide some Technical Specifications and Plan Details to be utilized by the ENGINEER, if necessary. 4.25. Prepare Preliminary Stormwater Pollution Prevention Plan(SWPPP). Prepare the preliminary SWPPP in accordance with the NDEQ Stormwater Construction Permit and Environmental Plan. 4.26. Prepare Preliminary Post-Construction Stormwater Management Plan. Prepare the preliminary Post-Construction Stormwater Management Plan in accordance with the Environmental Plan. 4.27. Prepare Preliminary Drainage Report. Prepare Preliminary Drainage Report in accordance with the Environmental Plan. 4.28. Plan in Hand Review Meeting (60%). Organize and attend one onsite review meeting following completion of the 60% plans. City Project Manager shall send and manage the invite list.Attendees will include the ENGINEER,the CITY Project Manager, PMT Coordinator, Compliance Coordinator, Utility company representatives, CITY Construction Division staff (including CITY Utility Coordinator), and other CITY and PMT staff as required to review the plans for completeness, constructability, review existing pavement and curb conditions, proposed intersection radii and curb ramp locations, extent of surface feature removals and replacements,tree removals and replacements,discuss extent of utility relocations/replacements and utility phasing, identification of potential private property conflicts, and identification of other issues that may impact construction. This may include an office meeting to review plan/specification/field review comments, clarify issues and concur on changes. The ENGINEER will take and distribute meeting notes. 4.29. Utility Coordination Meeting (60%). ENGINEER will conduct a utility coordination meeting to review the 60% design drawings. ENGINEER will be responsible for organizing the meeting location, inviting the impacted utilities, taking meeting notes, and distributing meeting notes. Discussions will include 21 utility conflicts, possible alignment revisions of the sewers, and utility phasing. A schedule of relocation work will be requested from the utilities following this meeting. The meeting will be coordinated with the CITY Project Manager, PMT Coordinator, and PMT Utility Coordinator. Invite the CITY Utility Coordinator(in Construction Division). 4.30. Submit 60% Deliverables for Review. Deliver the 60% submittal documents to the CITY and PMT for distribution and review by the CITY, PMT, agencies, and permitting agencies, as required, ROW Strip maps / Tract maps, 60% documents include plans, specifications, Addendum to the BODR, draft permit applications, etc. 4.31. Address Plan and Specification Review Comments. CITY and PMT review comments will be compiled in one Quality Review Form (QRF) document per deliverable and will be submitted to the ENGINEER. ENGINEER will incorporate comments from the QRF into the design. 90% Design Objective: Develop 90% deliverables for review and utility coordination. The 90% design submittal is meant to be a complete, bid-ready set of construction documents. The purpose of the 90% design submittal is to provide the CITY and PMT the opportunity to review the plans,specifications,and appurtenant material prior to submitting for regulatory review and bidding the project for construction. Deliverables: Per the 90% Deliverables Guidance, including 90% Design Drawings, Specifications and Final Design Report Guidance documents; 90%deliverables include: final bid item list and quantities, Draft cover letter to NDEQ to cover changes from the LTCP, final drafts of all necessary permit applications and cover letters,Draft Construction Permit Application,Final Design Report,Final Drainage Report, Updated SB/ESB Construction Utilization Memorandum; Updated List of Permits and Environmental Clearances, ROW Strip Maps and Tract maps,updated ROW Table, and updated OPC. Scope: 4.32. Prepare 90% Design Drawings. The 90% Design Drawings are meant to be final, bid-ready plans, and at a minimum shall include the items as identified in the 90% Design Drawings Deliverable Guidance Document. Final quantities on some of the major items (such as pavement, rock, etc.) shall be measured quantities with an additional percentage to cover typical potential overruns due to constructing in an aged, urbanized area, as identified in the Cost Estimate Template Guidance. The CITY will provide a list of typical items and percentage increases to use. 4.33. Temporary and Permanent Easement Descriptions and Access Easements. ENGINEER shall prepare final documents for easement acquisition as soon as possible. CITY personnel will provide title and negotiate the acquisition of the easements / properties. Identify easements and acquisitions necessary for construction and provide information required per the ROW Management and Property Acquisition Procedure. Update properties impacted by the project on the 22 ROW Table with current property information. Prepare final strip / Tract maps without an aerial background. 4.34. Finalize Contract Documents. Finalize the contract documents, per the 90% Specifications Guidance Document including cover sheet, Project Contact Information Page, specification section discipline lead sheets, table of contents, Division 00 Specifications, Division 01 Specifications, Supplemental Technical Specifications, bid item narrative of what the bid item includes, including measurement and payment, and construction constraints. Incorporate utility relocation work schedules as part of the specifications. 4.35. Prepare Final Design Report(FDR). The FDR is a final compilation of the Basis of Design Report (BODR), the addendum submitted at the 60 percent design stage, and any additional modifications and/or calculations that support the final design of the project. The FDR will be prepared in accordance with the 90%Deliverable Final Design Report Guidance. 4.36. Green Infrastructure (90%). Complete the design of the CITY accepted green infrastructure as part of the plans and specifications including any updates to the Green Infrastructure TM.A summary of the final Green Solutions implemented will be included as an attachment to the FDR. 4.37. Risk Management(90%).The ENGINEER shall update the mitigation strategy for the risk factors identified and identify methods to mitigate the risks identified. The Risk Mitigation Strategy TM shall include an identification of risks that should be carried forward to construction contractors as the controlling entity. 4.38. Sustainability (90%). The ENGINEER shall update sustainability strategies previously identified. 4.39. Prepare a Final Stormwater Pollution Prevention Plan (SWPPP). Prepare the SWPPP in accordance with City of Omaha regulations, NDEQ Stormwater Construction Permit and the Environmental Plan. 4.40. Prepare Final Post-Construction Stormwater Management Plan. Prepare the Post-Construction Stormwater Management Plan in accordance with the Environmental Plan. Submit to the City of Omaha Permix System. 4.41. Prepare Maintenance Plan for Green Infrastructure.Prepare a draft maintenance plan for any Green Infrastructure incorporated into the design which includes frequency and type of maintenance, special equipment needs and other necessary equipment. 4.42. Prepare Final Drainage Report. Prepare Drainage Report and submit with 90% submittal. Prepare Drainage Report in accordance with the Environmental Plan and as identified in Task 5. Submit to the City of Omaha Permix System. 4.43. Utility Coordination Meeting (09%). ENGINEER will conduct a utility coordination meeting. ENGINEER will be responsible for organizing the meeting 23 location, inviting the impacted utilities, taking meeting notes, and distributing meeting notes. The meeting will be coordinated with PMT. Utilities to provide a schedule and locations of agreed upon relocation work which shall be included in the 90% specifications. Request utility schedule at least four weeks before plan and specification review distribution to enable incorporation in 90% specs. 4.44. Update Small and Emerging Businesses (SEB) Utilization Memorandum. Update the SEB Utilization Memorandum based on the SEB Utilization Guidance document that summarizes the evaluation performed by the ENGINEER to identify the portions of the Project that can reasonably be designated for construction by Small Business (SB) / Emerging Small Business (ESB) contractors and to identify the percentage of the project that shall be used in the documents. 4.45. Prepare Final OPC. Finalize the bid item list in accordance with the CITY standard bid items. Number new bid items in accordance with CITY policy. Engineers Opinion of Probable Construction Cost shall be prepared and submitted per the Cost Estimate Template Guidance. 4.46. Updated Permit Applications. The ENGINEER will update the list of permits (including schedule).A copy of the list of permits(with the status of and responsible party for each permit) and a copy of all prepared permits by the ENGINEER will be included in the 90% submittal along with a copy of all permit applications to be obtained by the contractor, for review by the PMT Compliance Team. Unless otherwise determined by the CITY, any permits, mitigation plans, or similar information developed by the ENGINEER shall be reviewed by the PMT Compliance Team prior to submission of the final information to the CITY for submission to the appropriate agency. Based on comments received from the PMT, the applications are to be revised and prepared by the ENGINEER for execution by the CITY in accordance with the Environmental Plan. All permits will be in the name of the CITY and the CITY will pay directly for any associated permit application fees. 4.47. Submit 90%Documents for Review. Deliver the 90% submittal documents to the CITY and PMT for distribution and review. 90% documents include plans, specifications, Final Design Report, permits, etc. Environmental, permitting, and regulatory issues shall be in accordance with the Environmental Plan and coordinated with the Compliance Team Lead or designated representative. 4.48. Review 90% Review Comments. CITY and PMT review comments will be compiled in one Quality Review Form(QRF) document per deliverable and will be submitted to the ENGINEER.Approximately three weeks following plan submittal, organize and attend an office review meeting with the CITY Project Manager, PMT Coordinator, Compliance Coordinator, PMT Utility Coordinator, CITY Construction Division staff, and other CITY and PMT staff as required to review and discuss comments. The ENGINEER will take and distribute meeting notes. ENGINEER will incorporate comments into the Bid Documents. 24 4.49. UDRB 95% Submittal. The ENGINEER shall prepare the Urban Design Review Board application and the 95%review submittal package required by City Planning Department for review by City Planning. In general, the UDRB submittal package will include plan-view drawings that clearly show impacts to Green Streets,Bicycle routes, Areas of Civic Importance (ACI), etc., as identified by the PMT as well as the proposed mitigation of those impacts, showing sufficient details to convey the proposed work,but in a non-technical way. A UDRB submittal will be required for Planning Department Review (3 copies). Urban Design Review Board (UDRB) review comments shall be addressed by the ENGINEER and incorporated into the Final plans and specifications. Tree species composition, size and location will be recorded within the potential project impact areas. This information will be used to mitigate tree losses according to Omaha Parks, Recreation and Public Property (OPR&PP) and Urban Design Review Board, as appropriate. The ENGINEER will determine impacts and prepare a mitigation plan, which will include a detailed planting plan. 95% Regulatory Review Submittal Objective: Prepare 95% Regulatory Review Submittal. The 95% regulatory review submittal is meant to be a complete, bid-ready set of construction documents incorporating CITY/PMT comments to be submitted to NDEQ for review and approval. Deliverables: Per the 95% (Regulatory Review) Deliverables Guidance. Scope: 4.50. Prepare 95% Submittal for Regulatory Review.ENGINEER shall prepare a 95% submittal package to the NDEQ for a Construction Permit, incorporating comments received from the City/PMT. Submittal items include: • A cover letter summarizing the project and documenting any significant changes in concept that have been made on the PROJECT in relation to the previously submitted Long Term Control Plan (LTCP). (CITY representative will sign) • Completed, signed Application for NDEQ Construction Permit (CITY representative will sign) • Three (3) copies of sealed/signed Design Drawings, with City/PMT comments addressed/incorporated • Three (3) copies of sealed/signed Specifications with City/PMT comments addressed/incorporated • One(2)copies of sealed/signed Final Design Report with City/PMT comments addressed/incorporated. • Final SWPPP (CITY representative will sign) • Final Drainage Report • Post Construction Stormwater Management Plan (CITY representative will sign) Bid Documents 25 Objective: Finalization of the bid documents and preparation of the plans and specifications for bidding. Deliverables: Signed and Sealed plans and specifications, final OPC, Project Advertisement Form, Final Bid Item List and Quantities, all field books, electronic copy of plans and Contract Documents, and electronic copies of all CADD files. Scope: 4.51. Sealed Contract Documents. The plans and specifications shall be signed and sealed by the ENGINEER project manager and the appropriate disciplines. Submit project advertisement form, final quantities, opinion of probable cost(without any Contingency), and one copy of signed plans & specifications (with CITY signed cover sheet) to CITY for advertisement/bidding Quality Control check. Allow for 5 business days for CITY to complete QC check. 4.52. Update Plans based on CITY Quality Control Check. ENGINEER shall make quality control changes based on comments received during CITY's Quality Control check, sign and seal revised plans and specifications. Provide the following: 4.52.1. Three (3) copies of fmal signed and sealed plans (half-size) and specifications (contract books) to CITY(One set for the PMO and 2 sets for the CITY). 4.52.2. Six(6) CD electronic copies that include the following; (1)PDF of signed and sealed Project Manual(specifications)with Book Marks; (2)PDF of the signed and sealed drawings with cover signed by the City Engineer; and(3) PDF of all reference materials in a separate folder on the CD. 4.52.3. CD's shall be delivered to the CITY no later than the Thursday before the project is advertised for bid. 4.53. Final Document Submittal. Submit copies of all survey field books, CADD drawings in electronic format/(ACAD 2012 Civil 3D)J, final drainage files/models, GIS files, and Contract Documents in Microsoft Word format. TASK 5—PERMITTING SERVICES Objective: Provide additional environmental investigations and permitting, as required. Deliverables: Construction Dewatering Permit Application, Preliminary Stormwater Pollution Prevention Plan(SWPPP),Preliminary Post-construction Stormwater Management Plan, Preliminary Drainage Report,US Army Corps of Engineers Section 404 Permit Application,NGPC&USFWS, SHPO concurrence,NDEQ 401 Water Quality Certification,USACE Levee Protection 208 and Flood Risk Reduction Project Permit Applications, City of Omaha Grading Permit Application, NDEQ Construction Permit Application, EPA Lead Environmental Review Letter, NDEQ Title 128 Request for Approval Letter, NDOR Access and ROW Occupancy Permit Applications,NDNR Dam Permit 26 Application, NDNR Permit to Impound Water Application, NDNR Permit to Appropriate Water Application, and BNSF Utility License Agreement and Temporary Occupancy Permit Application. Scope: 5.1. Environmental Permitting and Regulatory Coordination. Unless otherwise determined by the CITY, any permits, mitigation plans, or similar information developed by the Project Team shall be reviewed by the PMT Compliance Team prior to submission of the final information to the CITY for submission to the appropriate agency. Based on comments received from the PMT, the applications are to be revised and prepared by the ENGINEER for execution by the CITY in accordance with the Environmental Plan. All permits will be in the name of the CITY and the CITY will pay directly for any associated permit application fees. 5.2. Update List of Permits. The ENGINEER will update the list of permits (including schedule). A copy of the list of permits (with the status of and responsible party for each permit) and a copy of all permit applications and cover letters prepared by the ENGINEER will be included in the 60% and 90% submittals along with a copy of all permits and associated applications to be obtained by the contractor, for review by the PMT Compliance Team. It is anticipated that the following permits, cover letters and related reviews, and/or consultations will be completed by the ENGINEER: 5.2.1. Construction Dewatering Permits (to be obtained by the construction contractor) for discharge into the City's sewer system. ENGINEER will prepare a construction dewatering permit for City/PMT review and acceptance. All aspects of the permit application shall be completed by the ENGINEER, including a summary of the anticipated groundwater quality based on the groundwater quality assessment monitoring as identified in Task 3.3. 5.2.2. Stormwater Pollution Prevention Plan(SWPPP). Prepare and submit the SWPPP in accordance with the Environmental Plan. 5.2.3. Post-Construction Stormwater Management Plan (PCSMP). ENGINEER will prepare and submit the Post-Construction Stormwater Management Plan in accordance with the Environmental Plan. 5.2.4. Drainage Report. ENGINEER will prepare and submit a Drainage Report in accordance with the Environmental Plan. The Drainage Report shall be compiled into one single PDF document along with the necessary BMP certifications. 5.2.5. USACE Nationwide 404 Permits, NDEQ 401 certifications, and NDEQ Title 117 permit. This includes a Mitigation Plan for stream and wetlands impacted by the project. 27 5.2.6. Nebraska Game and Parks Commission(NGPC)and United States Fish and Wildlife Service(USFWS)Consultation Letters.Endangered Species Conservation Act Consultation. Includes preliminary review of state and federally listed species, a habitat survey, and technical memorandum of results. Once the information is collected, a "Determination of Effect: will be completed for City/PMT review. 5.2.7. Cultural Resources Evaluation and State Historic Preservation Office (SHPO)Review.Project information as specified in the Environmental Plan will be submitted to City/PMT for review and use in submitting consultation letters to the Nebraska State Historical Society and State Historic Preservation Office (SHPO). Cultural and Archeological Survey. 5.2.8. Omaha Drainage Report. City of Omaha Post Construction Stormwater Requirements. The ENGINEER will prepare a Post Construction Stormwater Management Plan including a Drainage Report. The ENGINEER shall be responsible for uploading all applications and supporting documentation to the PCSWMP site (PERMIX) following City and PMT approval. Uploads shall include, but not be limited to the Application,Certifications,Drainage Study,BMP Plan Sheets,Maintenance Agreement, and the City sign-off of the maintenance Agreement. This upload will occur at approximately the 90% to 95% design stage when approved by the City PM. 5.2.9. Omaha Grading Permit. The ENGINEER shall prepare a permit application and also provide the supporting documentation as identified in the permit application in accordance with the Environmental Plan. The ENGINEER shall be responsible for uploading all applications and supporting documentation to the PCSWMP site(PERMIX). 5.2.10. NDEQ Construction Stormwater Permit. The ENGINEER shall prepare a permit application and also provide the supporting documentation as identified in the permit application in accordance with the Environmental Plan. 5.2.11. EPA Lead Remediation Review. The ENGINEER shall prepare a letter to EPA, using City/PMT template, requesting a map and list of private properties that have been or are planned to be remediated. The ENGINEER shall incorporate plan sheets in the bid set that illustrate the recent lead remediation activity indicated in the EPA's response. The ENGINEER shall incorporate any specific soils handling requirements within the Environmental Controls Specification for construction. 5.2.12. NDEQ Sanitary Construction Permit. The ENGINEER shall prepare a letter and NDEQ construction permit application for submittal with the Regulatory Review Set of Plans and Specifications. The ENGINEER shall utilize the City/PMT template when drafting the cover letter. 28 TASK 6—BIDDING ASSISTANCE Objective: Provide assistance to the CITY, on an as requested basis, for assistance during the bidding process. Deliverables: Addenda and other items identified by the CITY during the bidding phase. Scope: 6.1. Transition Meeting: Scope includes attendance at a Transition meeting with the Program Management Team and CITY Construction Management (CM) staff for the ENGINEER to provide PROJECT design background information and specific design related issues/information to the CM staff. Review pre-bid meeting agenda, permit/approval acquisition status, ROW status and determine if project is ready to bid. Meeting organized by the PMT Coordinator. Meeting documentation prepared by the PMT Coordinator. 6.2. Pre-Bid Meeting: Scope includes attendance at Pre-bid meeting organized by the CITY. No more than two personnel from the ENGINEER shall attend the pre-bid meeting. 6.3. Prepare Addenda: Prepare addenda as required to address questions raised at the pre-bid meeting, written questions from bidders, or other Contract Document plan and specification clarifications. One copy of the addenda will be provided to the CITY. 6.4. Bid Evaluation: ENGINEER shall provide assistance in the evaluation of the bids, as requested by the CITY. TASK 7—ADDITIONAL SERVICES Additional Field Work and Data Acquisition Objective: Obtain additional field data necessary to complete final design(if required). Deliverables: Geotechnical Report(if needed) Street Coring data 7.1. Perform Additional Geotechnical Investigations (if required). Geotechnical investigation will include up to four(4)test borings located at dry and wet retention areas at Spring Lake golf course. The borings will be completed by hand and locations will be adjusted based on access,site conflicts, and utility clearance issues. Boring locations must be readily accessible on public property.Perform test borings to obtain geologic information and samples of the soils, and laboratory tests to determine the relevant engineering properties of the various soil strata to support design. Boring depths shall extend 5- to 10-feet below anticipated excavation level to permit assessment of soils to be encountered in retention areas. A geotechnical 29 report shall be prepared and will discuss the general soil and ground water conditions encountered at the boring locations. 7.2. Perform Street Corings. Perform street coring to determine composition and thickness of existing street surfacing and street base materials. Coring of the street section will include six (6) locations to be determined based on design. Perform analysis of existing materials to determine bearing capacities and suitability for long term reliability. Investigation shall also address adjacent streets that may be used for access routes to the construction area.This information will help to determine which streets will or will not hold up to construction activities (especially if the pavement is cut into) so the ENGINEER can properly determine pavement removal/replacement areas in coordination with existing street and curb conditions and utility impacts. Include results of investigations and evaluations in the geotechnical report. 7.3. Wetland Delineation. This effort involves the investigation of the Phase II project limits to determine if wetlands and/or other waters are present. The investigation will follow the Routine Methodology of the 1987 U.S. Army Corps of Engineers (USACE)Wetlands Delineation Manual,the Midwest Regional Supplement(2010), and Omaha District Regional Conditions, as necessary. After concluding the site visit, ENGINEER will complete a Wetland Delineation Report. The report will provide information to the PMT, Corps and other agencies (as needed) identifying locations of wetlands and other waters. A draft report will be submitted to the PMT and City for review and comments. A final report will then be prepared for the City. Project team shall provide the City with electronic files of all wetland delineations, sampling points, and locations of waters of the US. Project team shall coordinate with the PMT to assure that minimum data attributes are provided with the Wetland Delineation Report. 30 a. Exhibit C Fee Estimate-Spring Lake Park i Missouri Ave Sewer Sepantlon Final Design Tposda,Au•US(4,2015 sEP Principal Project Senior GADD Total Hoes QA1OCManagen Manager Englt Te0Mkhn Admix Billing Nate $200 $215 $1• $87 $14 M1ofut 64p«ses Ta1Y Fee FW`AL pE316HPMASB 1.1.1 Propel Ma«pementend Adminlelrotion 100 18 51,022 514.781 1.12 Qua14 Control Plan(OCP) 1 SC 1.1.3 Project Fleabh a.Safety Plan 2 2 IC $30 $2.057 1.1A Updated Project EKeculon DWI x $C 1.151n9W Prejed Koh.Meeting $22 $1,88C 1.1.6 Monthly PMT 1..9 3 3, $812 $8,608 1.2.1 Ul9hy C«Nbrolon SC 1.2.2 Agency CaoN"natbn and Penni.° I 1E Sae $3022 12.3 C6y Agency CooMnaton I $24 $1,511 1.2A Coordinatewlh Adjacent Prof.. 8 524 51,702 13.5 Coordination...Property diners Prep. _ _ 12 $36 52163 11.6 GIS Coordination 96 $288 $13,035 1.2.7 PropamMaS9emeN«d Technical Team MCMirga $24 $1,703 1.3.1 Cond..60%Design Pubic Meeting 2 12 536 51,695 1.33.Conduct Slakefolder Communications $24 $1,511 1.3.3 Develop CSO Program Webe2e CONent oSC 1.3.4 Nebraska Envkmme.I Tnnl Require.. Sx4 51,511 Subtotal 4 22 0 0 it 308 53,324 Ins • 4.1 Req«af and Review(x9ry Drawings 0 0 I r 4.2Survey(Pickup) 0 0 i r 5, 4.3 Perform Additional FieMlee0tgiati«s 12r 4 232 S61,030. 561,367 4.4 3 lk Enhancement Planning(BmMWormn9 Marling4.53094%WeSthrou9h 0 0 [ 12 $36 52,561 4.6 Urban Design Review Board Submittal SC 4.7 Final.Sewer Design Calontlalion 2 $2e 52x s 94 z az 4. -Prep. Prep- 84 $252 5115C6 e Green igo and Xydmufc Modeling TM 4�9 Green lnir«Imdum x 16 4 104 4312 514,639 4.9.1 Refine 30%Deign of Gr«n Irdre3ruMoe System S4634 4.9.2 Design Conveyance Channel Small of F Street $2,60e 4.9.3 Design Water OONiy Basin and Dry Detention Bean 6o4h of 6beel $C 4.9.4 Design Water Quality Basins and Bbrelention Cells within Golf Course SC 4.9.5 Design Wel pond,and Dry Detention Basins within Golf Course SC 4.9.6 Develop Forest ResiomlionrBi wengneedn9 Planting Plan SC 4.9.7 Develop Tr«11090ory,Mitigation and Planting Plan $ 4.9.6 Evaluele Trash and Debris into Gall Course $ 4.9.9 Update Gress Solutions TM $ 4.10 lydro9eoogy o $ 4.10.1 Groundwater Quality Assesv«n1 o $ 4.11 Onaile Frets Review Co $0 $C 4.12 Design Y Inleneclon Improvements 2 5 4.13 Sewer Rehabilitation Recomna.alions $324 $14,478 4.14 Co«Iructon Sequencing/Phasing x 4C $126 26,834 4.15 Temporary and Po Easement Descrpnns C $c _.Prep Prep. _.... _... • 4.15.1 Property Lire EYablialmenl 4.16 Update Eevkam«ntal Pemals and Clearances 2 C $c 4.17 Technical Speufwalioe for Envionmenlal issues 0 4.12 Risk Management(60%) 2, 16 $48 53,415 4.19 SuslainabWy(60%) o So sat 4.20 Update OPC(60%) 584 a5,111 4.21 Prepare Sm.and Emerging Smut Business(SE61)(a96effi,Memorandum Sc 4.22 Prepare Ada«dum to Ba4s Y Design Repod(60%) 1 5156 51,221 4.23 Prepaa SO%Plans 2 32 21 1C4 $312 51366C 4.24 Prepare 60%Sin I 2 a $252 51 Lslcasi 4.25 Prepare Preliimry SWPFP 4.26 Prepre Pmeimtery PCSMP 91e4.2)Prepre PreF9nary Drainage Report 4.26 Plan nRard Review Meelirg(60%) 2 533 5194.29 UIMy C«rdinalion Meting(60%) '4.306u1md 60%De92rables for Review 1 4.31 Addr«a Plan and Sperm I ins Review Conroe. 2 $0454,1a 4.32 Prepare 90%Deckln�Drawngs 2 2 $63 $?n8 4.33 Temporary and Permanent Eesemenl Description end Access Ease.. I c Sc 4.34 Finalize CaAact Documents 1 $42 5?205 4.35 Prepare Final Design Rap.(FDR) 2 2 596 $4,346 4.Green nlraMmaure(90%) _--- 2 x32 $66 $9,115 4.37 Risk Management(90%) 512 $952 4.3a 61616n8604(90%) 4 512 $952 4.39 Prepare a Final SWPPP D Sc 4.Prepare FinalPCSMP ate PoN 1a Pernik0 5c 4.41 Prepare MaiMenaee Pain for Green IMreYruolume 4 522 $4,135 Prep- 2 2 -Prep_ _.. ... 0 4.12 Prepare Final Drainage rda SC Dlaknege Report a Post to pen 4.43121 y CoodnYon Meeting(90%) 0 SC 4.44 Update Sinai and Emerging Business Utilization Memorandum 0 SC 4.45 Prepare Final OPC 2 2 2C $6C $2.501 4.46 Updated PerM A1pkMiens SC 4.47 Subm89094 Documents for Review 0 Sc 4.46 Rev.90%Review Corn.. 2 2C 560 $2,613 4.49 UDRB 95%6ubm91Y 0 4,51 S881.onlre. ocu en Regulatory Review 4 Prem.8616 12 36 sC 4.513«WCenlreciDoumanls 0 So So 4.53046904 Pk. ment Sudon City OC Ch._.. Sac $2210 4.5]Fintl WwnrN6uM9tlY $3c $1,>is au9bW 2a 11 ss 36 32 2276 5o,ass 5246,243 S.t Emlronmadal Permkdng and Regulatory Coordination I Prep Prep 542 52,359 5.2 Update Lis!of PmmOs 0 $0 5_2.1 Construction Devmledn8 Pemd _ 0 50 $0 5.216tomneter PYldnn Prevent.Nan(SWPPP) 1 o So Sd 5.2.3 Postconsn..Slamnmter M9.Plan(PCSMP) 1 6 524 S1,511 5.2.6 DrainageRap 1 0 5o Sc Prep_ -Prep- Prep.- 53 UACE M . .5 6ACE 4,NDEQ 401,NDEO 111 Prom. o SC -_. 5.2.8 NOPC and Pr USFWS C««YYton Laden 0 SCPrep__ 53.1 CUXumI Rewroe u and SNPO Review Sc 5.2.6 Omaha Drainage Report 1 c SC 5.2.9 Omaha Grad9g Permit 0 50 (0 5.2.10 NDEO COnYmdi«6wrrrvmler Per. 1 0 So 5.2.11 EPA Lead Remed4Non Review 0 So So 5.2.12 NDEQ Sanlfery Construction Permit 0 50 Su.. 8 1 0 0 0 22. 566 53,nc 6.1 Tram..M«ling 2 56 5320 SC 6.2 Prepar Meeting o _. ... a 524 51.423 6d BUI E.Addends fi.4 Bid Evekreli« Subtotal a 1 0 0 to 54z S2,«2 7.1 Perform Additional G«Ie,M1nloal lnverlgation 0 50 Prep- - 7.2 Pedolm Steel OwingsPrep 9 So 7.3 Wetland Dei newton auMofY J IJ $0 FINAL DESIGN PHASE TOTAL m a« ss 36 52 1A10$ 62,3 $ e08.5021 .112 Firm Proposed For KM SEX B«each BMW avegmn Mehup Total e a1 Exhibit C Fee Estimate-Spring Lake Park I Missouri Ave Sewer Separation Final Design Tuesday,Augusta,201E w$$1 $$,9, :°... ..., 31 ..4 4.'M=Sot, a.,ao(.:_3rw.,0144).9151), , Senior Gedech Oeetech Engineer Engineer $168 $l09 - hgect Eapensea Total Fee 1.1.1 Project Management and Mm3Ytration $63,a1' 1.12 Duality Conlwl Plan(OOP) 51,6 1.1.3 Propel Health and Safety Plan 53,91 1.1A Updated Prop.E3...lion Plan $3,a01 1.1.6 legal Prop....Meellrg 58,1 1.1.8 Morally WT.151n S37,12. 12,1 UMW Coordination 122 Agency CocoaY.lion ar.Perm3I.° 513,31: 12.3 CNy Agency Coordination 51g91 12A Ceordbate wail MJecenl Popcts 54,31 12.5 Coordnetion wlth Property Owners 54 287 12.6 GIS Coordination 315,66 12.7 Program...gement and Technical Team Meetimga $5,09 13.1 Cond.60%Design Public Meeting 1353 $16,9. 1.32.Conduct StakeholderCommuniwlbn 1.3,3 Deveop CSC Program Wabale Cont. 5232• 13A Nebraska Envhownenlal TIUG Requirements guMPMI ••• $216,267 4.1 Request ant Review Idly°ravings $2,29 425urvey(Pickup) $1a,, 43 Perform AddNiaal FWM Imeuig4tiona 292 $92,e8. 4 30%Weig EnhencerneM PYnnng/B18nGmd ang Meeleg 6_■ ME 4,.5 30%Wemhwuph 4.6 Urban Design Review Board Subminal 4.7 Finalize Sewer Design Cabuhtione 4.8 Hydrologic and Hydraulic...Imo TM 4.9 Green Inha.ru.ure 49.1 Refine 30%Desgn of Green IMraGrrdure System 4,9,2 Design Convey.rn.Channel So.of',Street 4.93 Design WNer Quality Basin and Dry Deleonon Basin South Cr Sheol 14 49.4 Design Wag Ouelby Basins end Bbrelenibn Cab wt.Golf Course 49.5 Design Wet Pond,and Dry Detenlbn Basins on.Golf Course --_- - 11111ELE 499Develop41 Forest Ia.Reaand Debris Planting Plan ■ �� 49.2 Develop Tree Inventory,MNgallan and Planting Plan 499 EvGrab Trash end DebrY into Golf Course 5. 490 Hydro5Green Soluliens TM ®- ---�=� 4.tg llpd.Iedogy 4. Groun 10.1 a.mdwGer gualry Aasaesing -- �-- 4.11 Orwle FieM Review 4.12 Design of Inlemection improver.. 4.13 Sewer Rehableabn Rewmmendalions 4.14 Cardrudion SpuencltyNhasing 4.16 Temporary and Permanent Easement Desoriwions --_--- ¶f�I 4.16.1 Property Line EGebbinnent 4.16 U..Emnmmanlal Permits and Clearances 4.17 Technical SpecHk ra allo far Environmental Iwas :5 ::... is r437,,',3::2.3, 4.18 Risk Management(60%) 4.19 Sustainabllry(80%) 420 Update OPC(80%) 421 Prepare Smut and Emerging Small Bueneea(SEB)Uibetbn Memorandum 422 Prepare Addendum to...Design Report(60%) 423 Prepare b0%PYna 034 Prepare 60%Sys icaliwa 025 Prepare Refmimry SWPPP 036 Prepare Prebalnary PCSMP 427 Prepare Prebninary Drainage Report 428 Plan n Hand Review Meeling(fie%) 429 Uligy Coordnatbn Meeting(60%) _....-_. 4.30 Sub.60%Debate..tot Review 5 N S3,32. 491 Address Plan and specilimhoms Review comments 4.31 Prepare 60%De1Ig.Drawings 4.33 Tempora.and Permanent Easement Description and Access Easements SO 72 4.34 Finalize Contract Dame. 4.36 Prepare Final Design Report(FDR) 4.38 Green IMraetruclure(90%) 4.37 Risk Maeagemenl(90%) 4.36 Soda/nab.(PO%) 4,36 Prepare a Final SW.. 32 9.90 Prepare Final PCSMP and Pont to Perm6 4A1 Prepare Maintenance Plan for Green Mrastru.ure 4A2 prepare Final Drainage Report and Post to Parma 4A31.81.Coadin&ion Meeting(90%) 4.44 Update Small and Ern..Business.Wallon Memorandum 4.46 Prepare Final OPC 4A8 Updated Pen.AppMetb_ -_-- -_-... •... 4A7$abmN 90%Dowrmnla for Review 4A6 Review BO%Reviav COmmcMc -- 4A9 UDRB 95%SubmMelII Ell $2 4,60 Prepare 95%Su.Mal for Regulatory Review 491 S.I.Contract Doc..s ----- • 492 Update Plans based on Gay OC Check -., ... 493 Final Document Submittal $ SS 57,6- S• 571 E 1723,5, Solt Emiranrrenlal Permit.and Regulatory Caaanalion 5211 List P I --..-_ _-- ---_- In 11 s2 Cot rrelrwlwm D.wa g P mrN 6.23tommelerP 1 P on Pion(swPPP) ._�� 623 Pos.onshuq S Mg.Plan(POMP) 2A Da nags Report 529 USAGE AN,NDEO 401,NDECI 117 Perm. •• 53.8 NGPC and USFlAS Consula8an Legera •: s r r 62.7 Cultural Reaour.and SHPO Review 529 Omaha Ensilage Report 529 Omaha Grading Permit S2.10 NDEO CanGrrdion Stoma..Pernik 52.11 EPA Lead Renedntion Review -52.12NDEQ San.ry ConGm.iw Pmml - --_- All 6.1 Trenskion...ling -. 62 P.6.Meeting --__- 63 Prepare Addenda -. - - --- IIMMLIMIIIIME�"t 6 BM Evalualion 611,92. T7.1 3-Perform SMelat'� Ap�gs b bat Investigation - Subtotal�� � '�MI 7.3 W3larb Delineation -- -lilir IMO�' 'r' subtotal $xr,e-. FINAL DESIGN PHASE TOTA $ 9A30.00$ 20,78.00 s,4 $4051,6• Ompeer 1 21 1 CMW 111144ouri Armen ISO,La.Park bone,84,441Mn-MIASE 24I dmmi Mon MUMS Thu V23/111 202 4m,• Mon M1.015 Tun 6/21.014 • 3 11./projed.1.14411tion 4 1 1,2.,ContcIMen 6 dm, mon 911015 Fr19/16/13 366 .0M•11M, II,3 Pro601444811.SMety Flan ANNIMM, 1.1.614.6414714i Meabnos 10 1.2 2 Age,Coordination end Fmn01.111 200 dr, Idm N14/13 Fr1 4817116 11 1.2 S.,11M.VOnord,n4,38,1 200 dry• Mon 6114/13 F.6,17,16 IS 12 3 Coordmallon goperly Owners 14 1.2 3 Ns ceord1nMon X*de, Mon 911.13 Frl 5,17,16 200 de, wed 0/,5,3 ss5.221e, 224 VVed6/115/15 rue WI/16 355,drys 25252/4 Wed 8/16/13 124621116 35.2 de, 247 drys? Mon M14.13 Toe room • • 20 4.2 Sunny 309,Mirtnrough r.`d4, ,40f,9/2ii16 Mon 912Z15 • 23 urnw Dam Pau.Board.11.1•11 .de, run 1041/13 Mon/1/2,13 2.5+3 de, 04 4.7 FInfaMe Sorer Den.Calralelbne 19 de, 'rue 10213 Mon 11,23,13 24F5-16 • Flyerdnyk Nydretilc mod.,'FM 25 de, tun 10213 Mon 11M/13 24F5.dr, • 4.86een hkaelructre 40 de, Mon 10215 Fn 11127/13 765•10 days 27 4 10,r304.21, 30 days Mon 10119/13 Frl 11/27/15 2653+10 da, • 210ur,..1./..48,Asserronnt 10 drys inn 11/24/15 Mon 12/7/16 24 43de, Toe 22 15 de, Fn 12/13/13 Thu 117/16 21F6.3 32 4 14 coratudmeSequerOng1FTescs 50 11, Tur 10213 L10112,1413 3255•5 days 40 drys 'rue 12/23113 Lito 2/22/16 15 drys 'No 1.16 Mon 2I15/16 41 33 4 17 rec..Smnilontons/of awn:mental hmune 1545/5 14e1/25116 Mon 2I13,16 41 66 4,18 RIM Menammen1,60, al 4.13 Suehine141,16,014) 36 4.20 Updete OPC 160,41 42 4.5257454r4410.501..,..m4..44.64,4.5511.6051 42 4.24 601.4.4cellona men 8,4,15 pry,. 44 INIMMEMIMI 45 ; 11,, " 30 F32Wr;p1r410%,Des1,111rearme dep Wed 3/22/16 "is 5, wed 4/20,6 111,11 5017/111 ,} 4.34 f Ingue Gorged Laments 702576 Wed 3/10116 The 6/61116 33 4.33 Nape.Final I6.14.40011FOR, 130e15 Wed 4/20116 'rue 5/16,10 30 64 4,36 6e4r1 MInertruckre COM 104.14 Wed 4216 ion 4/10/16 3073-10 de, 35 4.371I.Menfternen119094, 3 de, Wee MI6 1.64 4,12016 30F6,0 36 4 36 Suel.MOry(90141 57 44ons.r.,, 11111 •1•11 10 de, men 914/13 Fr19.16 GO 106, Mon 9,14/15 Fn 925/15 IMMIN1111111 01 4 43.4fly Opordlnetml.1.619 1 der Wed 8,,V16 Wed 6/1,16 52 63 4 46• Flrat OPC 63 67 4 44 IJORB 93%SubnAMI 4.31 beelacr.4*.lboynems dey, Wed 7/20,16 Wed 7110,16 6669 ji 71 432144.F'Mne bee. Cdy Ch.end proM0e 33 Copier 30 de, Mel 6213 1247/16/16 55 g 72 • NY, Teek.F.44,,,meee Snr.Mr• 1181 Toe MOM Ton NM ,4 p4,1,4 60 de@ 'roe szmns 'Am 2.15 IBFF 73 6 1 Envrenmental PerrnMop and liegaMory Coordinator, 60 do, ;mod 3/15,6 Tue 6M15 6357 76 6.2 Update..Pennles 64,dg,4 Wed 116,6 Loa Ban, 55FF MM1111. 11. 1. 60 dr, VVed 34,16115 tun 6/7l16 65FF .11111 .111* 70 3 23 Poeiconelnx.Skenwerter Ng.Men 60 de, Wed 3/16/16 60/16 65FF Mlign=1.4 BO 6.2.4 Dn..Rep. 60 ar, 6*2 V16116 1ue6716 65FF 1•11111EMMIIIIIMI. 61 6.2 6 USAGE NDEO 401.HOE°117 Peru. 80 de, wed 21,17/16. low 0525 MIIIIM=1111111=OF 82 3,2 6 pyr,,F.C.usFy.Consuitme,Looms 1111111.1=11- 64 5.16 traYmpe Report 85 529 Om.Grad,Pond 62444, Njed 3/16/16 'rue 6/271.1 60/5 86 5.20 NM.]ConstuttlanSbmneler Nrrrry 60 de, MO 3,16,15 Toe 69716 65FF 84 3,2.'2 MEC,Sem constructer.Fern. d4,47 CFI 7128,16 Thu Se25,16 •90 PROJECT ADVERTISING Ode, Frl 720/16 Fn 7/29116 72F6.3 drys /4,3 82 6 2Pre-Ma Meeling 1 de, ihu 8123/16 5/25/16 94 IIMINNEMEN Westme C-25A CITY OF OMAHA LEGISLATIVE CHAMBER Omaha,Nebraska RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: WHEREAS, an engineering services agreement with Kirkham Michael and Associates, Inc. to perform professional engineering services for the Missouri Avenue/Spring Lake Park Sewer Separation Phase 1 Project, known as OPW 51997 was approved by City 'Council Resolution No. 78 on January 25, 2011, and subsequent Amendments 1 & 2 for final design services and construction engineering services were approved by City Council Resolution No. 1105 on August 21, 2012, and Resolution No. 99 on January 28, 2014, respectively; and, WHEREAS, additional final design and bidding assistance services not included in the scope of the original Professional Services Agreement or the subsequent Amendments and are required to accomplish construction goals on Phase 2 of this project; and, WHEREAS, Kirkham Michael and Associates, Inc. has agreed to perform the additional services needed as detailed in the attached Amendment No. 3 to the Agreement, which by this reference is made a part hereof, for a total additional cost of$1,076,298.00, which will be paid from the Sewer Revenue Improvements Fund 21124, CSO Control Implementation Organization 116918. Sewer Revenue Bonds will be issued to finance this project, for fiscal year 2015. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: THAT, as recommended by the Mayor, Amendment No. 3 to the Professional Services Agreement with Kirkham Michael and Associates, Inc. to provide additional final design and bidding assistance services for OPW 51997, being the Missouri Avenue/Spring Lake Park Sewer Separation Phase 2 Project, is hereby approved. BE IT FURTHER RESOLVED: THAT, the Finance Department is authorized to pay an additional $1,076,298.00 for these items, to be paid from the Sewer Revenue Improvements Fund 21124, CSO Control Implementation Organization 116918. Sewer Revenue Bonds will be issued to finance this project, for fiscal year 2015. 1043hra APPROVED AS TO FORM: ByTATOEY // c �� 0191 ouncilmember Adopted SEP - 1 2015 -0 •jf ,... T Cit Clerk �� Approved S Mayor NO. ......../`7..7 Resolution by Res. that, as recommended by the Mayor, Amendment No. 3 to the Professional Services Agreement with Kirkham Michael and Associates, Inc. to provide additional final design and bidding assistance services for OPW 51997, being the Missouri Avenue/Spring Lake Park Sewer Separation Phase 2 Project, is hereby approved; and that the Finance Department is authorized to pay an additional $1,076,298.00 for these items, to be paid from the Sewer Revenue Improvements Fund 21124, CSO Control Implementation Organization 116918. Sewer Revenue Bonds will be issued to finance this project, for fiscal year 2015. 1043Ahra 1 Presented to City Council SEP - 1 2015 Adopted eu6ter grown City Clerk