RES 2015-1147 - Amendment to agmt with Kirkham Michael and Associates Inc for OPW 51997, Missouri Ave/Spring Lake Park sewer separation ArE
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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
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�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;
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(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.
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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.
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ATTEST CITY OF OMAHA, A Municipal Corporation
/frietid
DEPUTY City Clerk Mayor
APPROVED AS TO FORM:
A/16—
A .Deputy City Attorney
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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.
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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
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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
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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.
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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
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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.
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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
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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
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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
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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
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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
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•
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
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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
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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
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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.
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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
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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
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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
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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.
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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
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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
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ouncilmember
Adopted SEP - 1 2015 -0
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Mayor
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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