RES 2012-1105 - Amendment to agmt with Kirkham, Michael, & Associates Inc for MIssouri Ave/Spring Lake Park sewer separation, OPW 51997 ,
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90:: y am .-, Omaha,Nebraska 68183-UGUl
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City of Omaha Robert G.Stubbe,P.E.
Jim Suttle,Mayor Public Works Director
Honorable President
and Members of the City Council,
Transmitted herewith is a Resolution approving Amendment No. 1 to an Engineering Services
Agreement with Kirkham, Michael, & Associates, Inc. for professional design engineering
services on the Missouri Avenue/Spring Lake Park Sewer Separation Project Phase I, known as
Project OPW 51997. The original Engineering Services Agreement with Kirkham, Michael, &
Associates, Inc. was approved by Council Resolution No. 78 on January 25, 2011.
The attached Amendment No. 1 .to the Agreement authorizes Kirkham, Michael, & Associates,
Inc. to provide final design and bid phase services. The exact scope of services is included in
Exhibit B of the attached Amendment. Approval of this Agreement will serve as authorization
of Kirkham, Michael, & Associates, Inc. to proceed with the work.
Kirkham, Michael, & Associates, Inc. has agreed to perform the services detailed in Exhibit C of
the attached Amendment for a fee not to exceed $1,213,743.00, which is payable from the Sewer
Revenue Improvement Fund 21124, CSO Implementation Organization 116918; Sewer Revenue
Bonds will be issued to finance this project.
Kirkham, Michael, & Associates, Inc. has filed the required Annual Contract Compliance
Report, Form CC-1, in the Human Rights and Relations Department.
The Public Works Department requests your consideration and approval of the attached
Resolution and Amendment to the Engineering Agreement.
Respectfully submitted, Referred to City Council for Consideration:
4.7 -Z-iL 1, 13 , /2
Rob rt G. Stubbe, P.E. Date Mayor's ffi Date
Public Works Director
Approved as to Funding: Approved:
E//3flZ
,-D Pam Spaccarotella Date H an Rights and Relations Date
Finance Director Department
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t by the State. Such materials must be
Project No. MAPA-5127(2) EXHIBIT "D"
Control No. 22376A Sheet 6 of 7
Blondo St, 156th St— Eldorado, Phase 1
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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•
AMENDMENT NO. 1
TO THE AGREEMENT FOR ENGINEERING SERVICES
FOR OPW 51997—SI 117; MISSOURI AVENUE/SPRING LAKE PARK
SEWER SEPARATION PROJECT,PHASE I
The Professional Services Agreement between the City of Omaha, Nebraska (OWNER) and
Kirkham, Michael, & Associates, Inc., a Nebraska Corporation (ENGINEER) dated
January 25th, 2011 for professional services to provide study phase services is hereby
amended as follows:
ENGINEER is obligated to comply with the Utilization of Small and Emerging Small
Businesses as provided in Exhibit A.
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;
(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 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
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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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.
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
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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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 final design and bid phase
services for the sewer separation for the Missouri Avenue / Spring Lake Park Sewer
Separation Project (CSO), Phase I Sewer Separation Project (CSO) based on the Study
phase completed for the project.
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 Two Hundred Thirteen Thousand Seven
Hundred Forty Three Dollars ($1,213,743) 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 on 4964- o21, 2012.
"OWNER" "ENGINEER"
CITY OF OMAHA, NEBRASKA Kirkham, Michael &Associates, Inc.
Omaha/Douglas Civic Center 12700 West Dodge Road
1819 Farnam St., Suite 601 PO Box 542030
Omaha,NE 68183 Omaha, NE 68154
40IF ; 221/Z--
►�� or Sr. Vice President
ATTEST: . APPROVED AS TO FORM:
„Afitr„
ci y lerk Deputy City Attorney
3
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
2
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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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:
Name of small or Scope of work or
Projected
emerging small Address project tasks to be commencement and Agreed price Percentage
business performed completion date of with SB/ESB (%)
work
Lovgren Marketing 809 North 96`h Street 9/1/2012 to
Group Omaha,NE 68114 Public Involvement 5/31/2012 $29,420. 2.421%
Big Muddy 4502 South 42nd Street Landscape 9/1/2012 to
Workshop,Inc. Omaha,NE 68107 Architecture 5/31/2012 $202,430. 16.68%
Totals $231,850. 19.101%
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 a 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.
kztSignature
Title S�• v\C ' ? iee- 1 ow- tit- Date of Signing `21" 2-) 2OJ2
Firm or Corporate Name 14 11(LLtt-4 M ) V v`v_tkvvz L A Ss0 C t Kre5 / P(
Address \2.10 0 W1471- DID 17/0ez Telephone Number`4 Z) Zs-5 9 ,
OAAA1+A Nii ( Si54-- Bo3o
4
uest 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
2
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Chicai T.
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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EXHIBIT"B"
SCOPE OF SERVICES
AMENDMENT NO. 1
FINAL DESIGN
OPW 51997
Missouri Avenue/Spring Lake Park Sewer Separation Project(CSO),Phase I
ENGINEER shall provide final engineering design and bidding assistance to the CITY as
outlined in the task descriptions described herein. Final design shall be based on the recently
completed 30% preliminary design phase documents, as approved by the CITY, along with
all field investigations results and utility coordination information.
An additional amendment may be prepared if Services During Construction, construction
inspection and administration services are needed, as determined by the CITY.
ENGINEER shall perform the final engineering design 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.asnx
•
The following documents are hereby included in this Scope of Services by reference:
Document Name Document Date
PLANS
Combined Sewer Overflow Control Program Quality Management Plan 05/26/2010
Risk Management Plan 04/12/2010
Environmental Plan 04/13/2012
PROTOCOLS
Sewer Separation Protocol Rev.0.01 Updated
07/30/2010
Construction Management Protocol 02/07/2012
PROCEDURES
City of Omaha Manhole and Lamping Inspection Procedure Revision 3 Updated
03/12/2012
Design Phase Procedures Updated
07/23/2010
City of Omaha Pipeline Inspection Procedure Using CCTV 3 Updated
03/12/2012
Public Information Procedure for CSO and RNC Projects Updated
5
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.
kztSignature
Title S�• v\C ' ? iee- 1 ow- tit- Date of Signing `21" 2-) 2OJ2
Firm or Corporate Name 14 11(LLtt-4 M ) V v`v_tkvvz L A Ss0 C t Kre5 / P(
Address \2.10 0 W1471- DID 17/0ez Telephone Number`4 Z) Zs-5 9 ,
OAAA1+A Nii ( Si54-- Bo3o
4
uest 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
2
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7 .► Frontage C' Frontage r
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Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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12/12/2011
ROW Management and Property Acquisition Procedure for(Non- Updated
Federal)Projects 09/16/2010
Updated
Geotechnical Investigations Procedure for Sewer Separation Projects 06/30/2010
Updated
City of Omaha Smoke and Dye Testing Procedure(Revision 3) 03/12/2012
ed
Utility Coordination Procedure Updated
08/17/2011
STANDARDS
03/15/2010
Omaha CSO Program CAD Standards with Update 04/26/2010 With 04/26/2010
Update
InfoWorks Modeling Standard Updated
06/24/2010
Interim Flow Monitoring Standard,Rev. 0 12/30/2011
Public Works Department Design Division Surveying Proposals 03/04/2011
Guidelines for Preparation and Presentation
GUIDANCE DOCUMENTS
Sewer Separation Deliverable Expectations Guidance Document 04/30/2012
Sewer Separation Cost Estimate Template Guidance Updated
06/04/2010
Omaha Green Solutions Site Suitability Assessment and BMP 12/21/2009
Selection Process Guidance Document
Private Property Investigation Guidance Updated
07/12/2010
Sanitary Sewer Design Basis and Methodology Guidance Updated
06/27/2010
Updated
Storm Sewer Design Basis and Methodology Guidance
06/27/2010
Sustainability Guidance Updated
O1/11/2011
Urban Design Review Board Guidance Updated
12/20/2010
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.
•
Updated
5
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.
kztSignature
Title S�• v\C ' ? iee- 1 ow- tit- Date of Signing `21" 2-) 2OJ2
Firm or Corporate Name 14 11(LLtt-4 M ) V v`v_tkvvz L A Ss0 C t Kre5 / P(
Address \2.10 0 W1471- DID 17/0ez Telephone Number`4 Z) Zs-5 9 ,
OAAA1+A Nii ( Si54-- Bo3o
4
uest 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
2
.t° GI 2 a St .e Z 96
u" Cass St 2 •kwy
f.Z e lj . V Z a`t- Calif
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A N y
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w Dodge ^_woodgesRd. -_ ._ W'Dodg
_ 0w G.an ili
7 .► Frontage C' Frontage r
ogt 2 o a0' Wycliffe o�,. 6icago
Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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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: Update Project Execution Plan; Certification of a Project Health and Safety
Plan; Quality Control 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 on 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.
1.1.2. Quality Control Plan (QCP). ENGINEER will prepare and implement a
QCP that is consistent 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
develop a project specific HSP 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.
7
compliance reports with the Contractor in the same form and to the same
extent as required by the federal government for federal contracts under
2
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Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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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 and maintain a PEP 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. Seven (7) 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
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.
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 (2 meetings budgeted), the Nebraska Department of Roads (1
meeting budgeted), Papio-Missouri River Natural Resources District (1
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meeting budgeted), the Nebraska Game and Parks Commission (1 meeting
budgeted), United States Fish and Wildlife Service (1 meeting budgeted), the
Nebraska State Historic Preservation Office, Nebraska Department of
Natural Resources (1 meeting budgeted), the Nebraska Department of
Environmental Quality and the CITY's Quality Control Division.
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, Planning Department and
Parks, Recreation and Public Property Department (OPR&PP). 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. Five (5) meetings are budgeted (2—OPR&PP,
2 - City Transportation/Traffic Department; ), one meeting with City of
Omaha Sewer Maintenance 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.
1.2.5. Coordination 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. It is
anticipated that the following properties and the respective owners will
require coordination for issues related to the final design of the Phase 1
Construction Improvements: Packaging Corporation Company (1002
Missouri Avenue) (2 meetings budgeted).
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.
1.3. Public Involvement. 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:
9
of Roads (1
meeting budgeted), Papio-Missouri River Natural Resources District (1
8
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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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, and opportunities for public input.
ENGINEER will prepare presentation materials including PowerPoint
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 proposed improvements, green solutions, community
enhancements, and construction impacts (5 meetings budgeted).
1.3.3. Develop CSO 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).
1.3.4.3 Documentation of public participation (in-kind) services, such as park
cleanup events or other volunteer activities involving the ENGINEER.
1.3.4.4 Design and arrange for on-site signage acknowledging NET and the
project partners. The sign shall be designed in accordance with City of
Omaha and NET standards.
10
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:
9
of Roads (1
meeting budgeted), Papio-Missouri River Natural Resources District (1
8
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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1.3.4.5 Continue the educational efforts with nearby elementary and high
schools to further demonstrate the technologies and solutions that will
be implemented in the Park. Two (2) educational sessions are assumed
based on the preliminary schedule.
1.3.4.6 Create marketing materials such as a brochure to highlight the project
attributes and educate the public.
1.3.4.7 Continue to inform and educate elected officials and organizations who
are partners in the Project.
TASK 2—FINAL DESIGN
Additional Field Work and Data Acquisition
Objective: Obtain additional field data necessary to complete final design.
Deliverables: Survey Data (both field books and electronic)
Scope:
2.1. Survey. Perform additional site survey in sufficient detail necessary to support the
additional field investigations listed in Task 2.2, and development of the
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.
2.2. Perform Additional Field Investigations. Perform additional field investigations
within the project area, as required, in accordance with the appropriate CSO
Program procedures and standards.
2.2.1. Manhole inspections are to be completed at structures within Construction
Phase 1 where the inspections could not be completed based on debris and
access. There are 21 structures within this category. Scope for these
structures includes removing debris, raising frames/covers and performing
descent inspections.
MH ID Conversion Type Condition
0563047_UM01 Convert to Sanitary Cover Is Buried
0562025D Convert to Sanitary Cover cannot be opened
562004 Convert to Sanitary 1-80 ROW
545007 Convert to Storm Cover Is Buried
0546037 Convert to Storm Depth Exceeds 50'
0562057 Convert to Storm 1-80 ROW
0545008 Convert to Storm Cover Is Buried
0545010 Convert to Storm Cover Is Buried
0546034 UB01 Convert to Storm Access
0546034 UB02 Convert to Storm Access
0546022 Convert to Storm Cover Is Buried
0563046 Convert to Storm Cover Is Buried
0546036 Convert to Storm Depth Exceeds 50'
11
ing:
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).
1.3.4.3 Documentation of public participation (in-kind) services, such as park
cleanup events or other volunteer activities involving the ENGINEER.
1.3.4.4 Design and arrange for on-site signage acknowledging NET and the
project partners. The sign shall be designed in accordance with City of
Omaha and NET standards.
10
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:
9
of Roads (1
meeting budgeted), Papio-Missouri River Natural Resources District (1
8
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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•
0562003 Convert to Storm 1-80 ROW
• 0562058 Convert to Storm 1-80 ROW
0562085F Convert to Storm Could not locate
0562027 Convert to Storm Concrete slab covering MH has been
replaced with lockable lid by PW.
Raise and replace cover. Could not
0562014 Convert to Storm open structure during initial
inspection.
Structure is under fence and tree.
0562016 Convert to Storm Perform Remote inspection and
attempt to obtain measurements
from adjacent CB.
0562062E Convert to Storm Remove debris and re-inspect.
Drop structure. Inspection from
0546023 Convert to Storm inside pipe or remote inspection
required.
2.2.2. Additional field investigations are to be completed to verify connectivity and
determine location of private sanitary sewer service laterals bounded by S
21st Street/S 22nd Street and F StreetlG Street. To complete this work, one
manhole must be located and uncovered by the inspection crew. Field
investigation includes one manhole inspection and smoke testing of two pipe
segments. The manhole that is located and uncovered will be raised as part
of the Phase 1 Construction improvements.
2.2.3. Additional field investigations are to be completed to verify connectivity and
determine location of private sanitary sewer service laterals bounded by S
22nd Street/S 23rd Street and D StreetlE Street. To complete this work,
three manholes must be located and uncovered by the inspection crew. Field
investigation includes three manhole inspections and CCTV of seven private
service laterals. The manholes that are located and uncovered will be raised
as part of the Phase 1 Construction improvements.
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
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, per the 60% Deliverables Guidance including the
60% Design Drawings Guidance, 60% Specifications Guidance and the
Addendum to BODR Guidance. Drafts of all necessary permit applications
and cover letters must also be submitted at the 60% Design phase.
12
vents or other volunteer activities involving the ENGINEER.
1.3.4.4 Design and arrange for on-site signage acknowledging NET and the
project partners. The sign shall be designed in accordance with City of
Omaha and NET standards.
10
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:
9
of Roads (1
meeting budgeted), Papio-Missouri River Natural Resources District (1
8
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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Scope:
2.3. 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.
2.4. 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.
2.5. 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.
2.5.1. 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 and proposed storm sewer systems. InfoSWMM 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
13
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Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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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.
2.5.2. 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.
2.5.3. 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 sewershed 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.
2.5.4. 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.
2.5.5. 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.
2.6. Green Solutions. Continue the development of the Green Solutions 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 Solutions TM.
2.6.1. Spring Lake Park Green Solutions
2.6.1.1 Final Green Solution 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.
2.6.1.2 Refine and revise the design of the integrated system of green solutions
located in Spring Lake Park's western valley. System components
include water quality basins receiving stormwater from pipes or
overland flow, naturalistic conveyance channels to receiving wetlands,
wet pond with permanent and temporary storage, dry detention pond, all
appurtenances and piped conveyance systems connecting components.
2.6.1.3 Design water quality basins to receive and mitigate first-flush flows.
Locate basins to facilitate maintenance operations. Design maintenance
access paths/routes as needed
14
. 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
13
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Chicai T.
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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2.6.1.4 Design water detention/retention system of wetlands, wet pond and dry
detention pond 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.
2.6.1.5 Design new naturalistic channel for flow from springs/seeps located in
north end of valley at approximately "B" Street southward to northern-
most water-quality basin. Develop protection plan for seep/springs
during construction that can be included in the construction documents.
2.6.1.6 Design new naturalistic channel for flow from springs/seeps
immediately north of "F" Street to new outlet structure for wet pond.
Develop protection plan for seep/springs during construction that can be
included in the construction documents.
2.6.1.7 Design new naturalistic channel for flow from spring/seeps immediately
south of "F" Street from the point where the new wet pond outlet
structure will intersect the existing channel to new outlet structure for
dry detention pond. Complete design to also convey base flows along
with larger flows from wet pond overflow discharge. Develop
protection plan for seep/springs during construction that can be included
in the construction documents.
2.6.1.8 Develop forest restoration planting plan for steeply sloped areas
surrounding wet pond and 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.
2.6.1.9 Develop an inventory of existing trees within park property 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.
2.6.1.10 Finalize recommendation of potential aeration facilities in the wet pond
to provide proper aeration and support aquatic life.
2.6.1.11 Coordinate with Omaha Parks, Recreation and Public Property on issues
relative to all green solutions proposed to be sited on park property, as
well as all tree removals required on park property.
2.6.1.12 Coordinate with the Nebraska Game and Parks Commission regarding
fish habitat/access improvements and stocking vehicle access
requirements (2 meetings anticipated).
2.6.1.13 Update the Green Solutions TM to reflect revisions and changes in the
plans and specifications
2.6.1.14 The ENGINEER will provide final design for the community
enhancements directly related to construction of the identified green
solutions with Spring Lake Park. These improvements are identified as:
park access road, parking lot, and paved walk/maintenance road around
wet pond. In addition, ENGINEER will include design of any retaining
walls that are required as a result of the wet pond design/grading. The
ENGINEER will also include the replacement of park facilities that are
removed due to the project (picnic tables and walks on the east side of
the pond by the swimming pool access road).
15
pertinent details to promote
understanding and provide documentation. The rationale for deviation from
13
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Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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2.6.2. Dam Breach/Hazard Classification Study will include the analysis of the new
embankment for the primary pond located north of"F Street" and the sizing
of the outlet structure and pipe discharging to the open channel south of "F
Street".
2.6.2.1 Submit the 30% preliminary plans to the Nebraska Department of
Natural Resources (NDNR) for preliminary review prior to beginning
dam breach analysis.
2.6.2.2 Based on the previous conceptual design review meeting with the
NDNR it is assumed the "F" Street embankment/dam will be classified
as a low-hazard dam. Thus, it is assumed no emergency response plan
is required since this is a low hazard dam.
2.6.2.3 TR-60 (NRCS Guidance Manual) for low hazard dam analysis will be
used for the review. It is assumed the 100-yr storm + 2-inches will be
the size of storm to be used for urban dam analysis based on previous
discussions with NDNR staff.
2.6.2.4 It is assumed no computer modeling (i.e. HEC-RAS) will be required to
simulate dam failure scenarios.
2.6.2.5 Complete a geotechnical analysis of the downstream slope of the
existing "F" Street embankment (due to steep slopes) and other critical
sections of"F" Street.
2.6.2.6 It is assumed the analysis of the 13th Street embankment (downstream)
would fall within the "roadway exemption" since the likely
impoundment of water behind the embankment would be temporary and
incidental and thus no analysis is required.
2.6.2.7 Complete a recommendation of future park restrictions on the
potentially impacted downstream areas (permanent no-build easements
on primarily City Park property to prevent future construction in the
areas downstream of the F Street dam).
2.6.2.8 Following the completion of final design, the ENGINEER shall submit
the 100% design plans to NDNR.
2.7. 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.
2.7.1. 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 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.
16
required as a result of the wet pond design/grading. The
ENGINEER will also include the replacement of park facilities that are
removed due to the project (picnic tables and walks on the east side of
the pond by the swimming pool access road).
15
pertinent details to promote
understanding and provide documentation. The rationale for deviation from
13
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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2.8. On-site Field Review. Conduct one on-site field review meeting with 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.
2.9. 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.
2.10. Sewer Rehabilitation Recommendations. Findings and recommendations will
be summarized for City/PMT review based on sewer televising and field
investigation results from previous tasks.
2.10.1. 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.
2.10.2. For existing combined sewers to become separate storm sewers, this task will
recommend:
• disconnection of any sanitary service connections remaining connected
throughout the tributaryarea
• rehabilitation/repair of any critical structural defects throughout the
tributary area
• rehabilitation/replacement/protection of existing sewers subject to damage
during sewer separation construction
2.10.3. A Sewer Rehabilitation Technical Memorandum and Database will be
prepared that identifies recommendations and associated construction cost, if
any, for each sewer reach. The Database will be a Microsoft Excel/Access
document that identifies each reach, anticipated future use, and potential and
recommended rehabilitation options. An associated colored map identifying
the recommended rehabilitation shall be included.
2.10.4. 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;
17
ark facilities that are
removed due to the project (picnic tables and walks on the east side of
the pond by the swimming pool access road).
15
pertinent details to promote
understanding and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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.
(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.
2.11. 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.
2.12. Temporary and Permanent Easement Descriptions and Acquisitions.
ENGINEER shall prepare documents for easements and acquisitions necessary for
project construction. CITY personnel will perform title searches and perform the
necessary negotiations with affected stakeholders. 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.
2.13. The ENGINEER will periodically 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. 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 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.
2.14. The ENGINEER, in accordance with the Environmental Plan, will provide
technical specifications 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. This may include appropriate modifications of
technical specifications developed by the PMT to address environmental issues.
The ENGINEER will work with the PMT to continue to identify other regulatory
criteria or requirements.
18
pond by the swimming pool access road).
15
pertinent details to promote
understanding and provide documentation. The rationale for deviation from
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Project No. MAPA-5127(2)
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Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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2.15. Risk Management. 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.
2.16. Sustainability. The ENGINEER shall update sustainability strategies previously
identified.Preliminary Project Sustainability Strategies. The ENGINEER will
develop preliminary sustainability strategies utilizing the portions of the
Envisions"'Rating System for Sustainable Infrastructure
(www.sustainableinfrastructure.org) that are applicable to the project. The
Program Management Team will provide background information on the rating
system and will facilitate an approximate two-hour workshop to brief the Project
Team on the use of the rating system. The Program Management Team will also
provide program expectations regarding the level of achievement for applicable '
objectives of the rating system.
2.17. Update OPC. 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.
2.18. Prepare Addendum to the Basis of Design Report. A 60% Basis of Design
Report will be prepared in accordance with the Deliverable Guidance Document.
This report will utilize information from and refer the Basis of Design TM but will
focus specifically on the work to beperformed within the Phase 1 area. The report
p Y P
will summarize the work to be performed in the Phase 1 area and discuss 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.
2.19. Prepare 60% Plans. 60% plan documents shall include the drawings as identified
in the Deliverable Guidance Document and include revised City Standard Plates
related to 700 Series Technical Specifications.
2.20. 60% Specifications. Prepare the Division 00 Specifications, Division 01
Specifications, 700 Series Technical 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.
2.21. Plan in Hand Review Meeting. Organize and attend one onsite review meeting
following completion of the 60% plans. Attendees will include the ENGINEER,
the CITY Project Manager, PMT Coordinator, Compliance Coordinator, Utility
company representatives, CITY Construction Division staff, and other CITY and
PMT staff as required to review the plans for completeness, constructability,
19
ng and provide documentation. The rationale for deviation from
13
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Chicai T.
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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review existing pavement and curb conditions, proposed intersection radii and curb
ramp locations, extent of surface feature removals and replacements, tree removals
and replacements, green solutions, 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.
2.22. Utility Coordination Meeting. 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 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.
2.23. 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. 60% documents include plans, specifications,
Addendum to the BODR, draft permit applications, etc.
2.24. 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, final drafts of all
necessary permit applications and cover letters, Final Design Report, Final
Drainage Report, SEB Exhibit A, SB/ESB Construction Utilization TM;
Updated List of Permits and Environmental Clearances, ROW Strip Maps, .
update ROW Table, and updated OPC.
Scope:
2.25. 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
20
Project Manager, PMT Coordinator, Compliance Coordinator, Utility
company representatives, CITY Construction Division staff, and other CITY and
PMT staff as required to review the plans for completeness, constructability,
19
ng and provide documentation. The rationale for deviation from
13
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Chicai T.
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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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.
2.26. 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, 700 Series Technical
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.
2.27. 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.
2.28. Green Solutions. Complete the design of the CITY accepted Green Solutions as
part of the plans and specifications including any updates to the Green Solutions
TM. A summary of the final Green Solutions implemented will be included as an
attachment to the FDR. A detailed maintenance plan for Spring Lake BMP's will
be included.
2.29. Risk Management. 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.
2.30. Sustainability. The ENGINEER shall finalize sustainability strategies and
quantify anticipated benefits where applicable. Preliminary Project Sustainability
Strategies. The ENGINEER will develop preliminary sustainability strategies
utilizing the portions of the Envisions"Rating System for Sustainable
Infrastructure (www.sustainableinfrastructure.org) that are applicable to the
project. The Program Management Team will provide background information on
the rating system and will facilitate an approximate two-hour workshop to brief the
Project Team on the use of the rating system. The Program Management Team
will also provide program expectations regarding the level of achievement for
applicable objectives of the rating system.
2.31. Utility Coordination Meeting. ENGINEER will conduct a utility coordination
meeting. ENGINEER will be responsible for organizing the meeting 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.
2.32. Small and Emerging Small Businesses Utilization Form. Follow the
requirements of the Small and Emerging Small Business Program (SB/ESB) as
outlined on the City of Omaha Human Rights and Relations Department website
21
eteness, constructability,
19
ng and provide documentation. The rationale for deviation from
13
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Chicai T.
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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and as directed by the CITY, to determine and define portions of the construction
project that could be performed by SB/ESB companies. This includes but is not
limited to review of the latest CITY certified SB/ESB company listing,
identification of sufficient number of companies for each construction task, and
completion of EXHIBIT A "UTILIZATION OF SMALL AND EMERGING
SMALL BUSINESSES" in the project specifications/contract documents. A
Construction Phase SB/ESB Utilization Technical Memorandum shall be prepared
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. The areas identified
for SB/ESB subcontractors are specifically designated in the contract documents.
2.33. 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. A summary of the Green Solutions
related components of the OPC will also be provided.
2.34. 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.
2.35. 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.
2.36. UDRB Submittal. The ENGINEER shall prepare the Urban Design Review Board
application and the 95% review submittal package required by the UDRB and the
City Planning Department for review by City Planning and the UDRB. 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. The submittal may require the services of a landscape architect to meet
UDRB expectations (accomplished through a work change authorization for Task
5.6). Examples of UDRB submittals will be provided to the ENGINEER for
reference. A draft review submittal will be required for Planning Department
Review (3 copies) and a final Board submittal incorporating Planning Department
comments (17 copies). Urban Design Review Board (UDRB) review comments
shall be addressed by the ENGINEER and incorporated into the Final plans and
specifications.
22
lity,
19
ng and provide documentation. The rationale for deviation from
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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2.36.1. Tree Mitigation Plan In forest areas, the ENGINEER will calculate the
canopy area of trees to be removed within the potential project impact areas
to determine the number of required mitigation trees. In predominantly open
areas, where tree canopies do not overlap to form a continuous canopy, the
ENGINEER will develop an inventory of these trees within potential project
impact areas to determine the required number of mitigation trees to offset
the loss of these trees.
2.36.1.1 The ENGINEER shall provide the services necessary to determine the
number of mitigation trees required due to tree removal within park
(inventory, calculation of number of trees required, coordination with
OPR&PP on new tree locations).
2.36.1.2 UDRB Replacement Trees along city streets — The ENGINEER shall
provide the services necessary to inventory the trees along city streets
which will be removed due to CSO construction, determine potential
locations of new street trees, develop planting plans as required for
replacement trees, provide calculations of number of trees required and
planting plans to UDRB for review. Provide any coordination with
OPR&PP on street tree locations within city park property.
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:
2.37. 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 (1) copy of sealed/signed Final Design Report with City/PMT
comments addressed/incorporated.
• Final SWPPP (CITY representative will sign)
• Final Drainage Report
23
icycle 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 (accomplished through a work change authorization for Task
5.6). Examples of UDRB submittals will be provided to the ENGINEER for
reference. A draft review submittal will be required for Planning Department
Review (3 copies) and a final Board submittal incorporating Planning Department
comments (17 copies). Urban Design Review Board (UDRB) review comments
shall be addressed by the ENGINEER and incorporated into the Final plans and
specifications.
22
lity,
19
ng and provide documentation. The rationale for deviation from
13
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Chicai T.
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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• Post Construction Stormwater Management Plan (CITY representative will
sign)
Bid Documents
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:
2.38. 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.
2.39. ENGINEER shall make quality control changes based on comments received
during CITY's Quality Control check, sign and seal revised plans and
specifications. Provide one original and thirty-five (35) copies of final signed and
sealed plans and specifications (contract books) to CITY. Final plans and
specifications (contract books) shall be delivered to the CITY no later than the day
before the project is advertised for bid.
2.40. Document Submittal. Submit copies of all survey field books, CADD drawings
in electronic format, final drainage files/models, GIS files, and Contract
Documents in Microsoft Word format.
TASK 3—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 Application, NDNR Permit to Impound Water
Application, NDNR Permit to Appropriate Water Application, and BNSF
Utility License Agreement and Temporary Occupancy Permit Application.
24
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 (accomplished through a work change authorization for Task
5.6). Examples of UDRB submittals will be provided to the ENGINEER for
reference. A draft review submittal will be required for Planning Department
Review (3 copies) and a final Board submittal incorporating Planning Department
comments (17 copies). Urban Design Review Board (UDRB) review comments
shall be addressed by the ENGINEER and incorporated into the Final plans and
specifications.
22
lity,
19
ng and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
t • : .1'
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.
Scope:
3.1. 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.
3.2. 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:
3.2.1. 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 2.7.1.
3.2.2. Preliminary Stormwater Pollution Prevention Plan (SWPPP). Prepare the
preliminary SWPPP in accordance with the Environmental Plan.
3.2.3. Preliminary Post-Construction Stormwater Management Plan. ENGINEER
will prepare the preliminary Post-Construction Stormwater Management
Plan in accordance with the Environmental Plan.
3.2.4. Preliminary Drainage Report. ENGINEER will prepare a Preliminary
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. Drainage report shall include PCSMP (Post
Construction Storm management Plan) report.
3.2.5. 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.
3.2.6. Nebraska Game and Parks Commission and United States Fish and Wildlife
Service (USFWS) 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.
25
5.6). Examples of UDRB submittals will be provided to the ENGINEER for
reference. A draft review submittal will be required for Planning Department
Review (3 copies) and a final Board submittal incorporating Planning Department
comments (17 copies). Urban Design Review Board (UDRB) review comments
shall be addressed by the ENGINEER and incorporated into the Final plans and
specifications.
22
lity,
19
ng and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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.
3.2.7: 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 Historcial Society and State Historic
Preservation Office (SHPO).
3.2.8. USACE Levee Protection 208 and Flood Risk Reduction Project permits.
The ENGINEER shall prepare the permit applications related to any minor
alterations/modifications that do not adversely affect any potential flood
fighting activities.
3.2.9. 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 supporting documentation to the PCSWMP site (PERMIX).
3.2.10. City of 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.
3.2.11. NDEQ 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.
3.2.12. EPA Lead Remediation Review. The ENGINEER shall prepare a letter to
EPA, using City/PMT template, requesting a map and list of properties that
have been or are planned to be remediated. The ENGINEER shall
incorporate any specific soils handling requirements within the
Environmental Controls Specification for construction.
3.2.13. NDEQ 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.
3.2.14. NDEQ Title 128 Approval. The ENGINEER shall prepare the necessary
documentation for obtaining approval from the NDEQ for removal and
installation of a sewer in an existing landfill area.
3.2.15. NDOR Access and ROW Occupancy Permits. The ENGINEER shall prepare
the necessary permits through the Nebraska Department of Roads (NDOR)
for the Project, as construction of new sewers is anticipated under 13th Street
and adjacent to the Veterans Memorial Bridge.
3.2.16. NDNR Dam Permit, Permit to Impound Water and Permit to Appropriate
Water. Based on the preliminary discussion with NDNR staff, the
ENGINEER shall prepare the above mentioned NDNR permits applications
and supporting permit documentation in connection with the earthen
embankment of the proposed wet pond with Spring Lake Park. The level of
effort for this task is based on the assumption of the proposed
embankment/dam being classified as a low-hazard dam structure.
26
ER for
reference. A draft review submittal will be required for Planning Department
Review (3 copies) and a final Board submittal incorporating Planning Department
comments (17 copies). Urban Design Review Board (UDRB) review comments
shall be addressed by the ENGINEER and incorporated into the Final plans and
specifications.
22
lity,
19
ng and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
Chicai T.
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Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
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.
• TASK 4—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:
4.1 Transition Meeting: 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 in preparation for the pre-bid
meeting and the construction phase.
4.2 Pre-Bid Meeting: .Attendance at Pre-bid meeting organized by the CITY. No
more than two personnel from the ENGINEER shall attend the pre-bid meeting.
4.3 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.
4.4 Bid Evaluation: ENGINEER shall provide assistance in the evaluation of the bids,
as requested by the CITY.
TASK 5—ADDITIONAL SERVICES
Additional services shall be provided only if approved by the CITY through a fully executed
Work Change Authorization or Amendment to the AGREEMENT, as appropriate. Scope,
schedule and compensation will be negotiated for these additional services as necessary.
These additional services may include,but shall not be limited to:
5.1 Migratory Bird Treaty Act (MBTA) Survey (If required). ENGINEER will
perform MBTA survey of the Project area to determine if any "Species of
Significance" such as raptors, bald eagles, etc. are present in the Project area. The
provisions of the MBTA are also applicable to construction activities (clearing and
grubbing, tree removal, etc.) that may result in the taking of any migratory birds,
eggs, or young including active nests. The MBTA is applicable year round, but
most migratory bird nesting activities occur between April 1 and July 15. The
PMT has previously completed a MBTA survey in September 2011 as part of the
Missouri River Wastewater Treatment Facility (MRWWTF) and South Interceptor
Force Main (SIFM) projects, which shall be reviewed by the ENGINEER prior to
completing any additional MBTA surveys for the Project. This task is limited by
the hours shown on the Contract ($2,620.00).
5.2 Provide assistance, coordination, and design services relating to community
enhancements (if required). Additional services related to community
enhancements may include attending meetings with neighborhood groups and
OPR&PP staff to define potential enhancement projects and identify locations for
those community enhancement projects. The services may include field
27
vel of
effort for this task is based on the assumption of the proposed
embankment/dam being classified as a low-hazard dam structure.
26
ER for
reference. A draft review submittal will be required for Planning Department
Review (3 copies) and a final Board submittal incorporating Planning Department
comments (17 copies). Urban Design Review Board (UDRB) review comments
shall be addressed by the ENGINEER and incorporated into the Final plans and
specifications.
22
lity,
19
ng and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
t • : .1'
'....,
,..."-------
.
investigations and inventories, and preliminary and final design of community
enhancements which are included in the final deliverables prepared under this
professional services agreement. Because the potential community enhancement
projects are yet to be identified, and therefore development of a scope of services
is not possible at the time of agreement's execution, the City and ENGINEER
agree to include an allowance of$7,970.00 in said professional service agreement
for possible use for meetings and other design services related to the identification,
evaluation, preliminary and final design of community enhancements.
SCHEDULE
ENGINEER agrees to complete by May 31, 2013, the necessary final design services listed in
this Exhibit, and includes bid ready plans and specifications and permit applications. The
schedule of Bid Phase services shall be coordinated with the CITY during the bid phase.
Services beyond the final design phase and bid phase, if included by amendment, shall be
completed as necessary in context to the actual construction timing. The CITY recognizes that
completion of the design work listed in this Exhibit within this deadline is contingent upon
timely response from utilities and CITY or their authorized representatives.
28
Work Change Authorization or Amendment to the AGREEMENT, as appropriate. Scope,
schedule and compensation will be negotiated for these additional services as necessary.
These additional services may include,but shall not be limited to:
5.1 Migratory Bird Treaty Act (MBTA) Survey (If required). ENGINEER will
perform MBTA survey of the Project area to determine if any "Species of
Significance" such as raptors, bald eagles, etc. are present in the Project area. The
provisions of the MBTA are also applicable to construction activities (clearing and
grubbing, tree removal, etc.) that may result in the taking of any migratory birds,
eggs, or young including active nests. The MBTA is applicable year round, but
most migratory bird nesting activities occur between April 1 and July 15. The
PMT has previously completed a MBTA survey in September 2011 as part of the
Missouri River Wastewater Treatment Facility (MRWWTF) and South Interceptor
Force Main (SIFM) projects, which shall be reviewed by the ENGINEER prior to
completing any additional MBTA surveys for the Project. This task is limited by
the hours shown on the Contract ($2,620.00).
5.2 Provide assistance, coordination, and design services relating to community
enhancements (if required). Additional services related to community
enhancements may include attending meetings with neighborhood groups and
OPR&PP staff to define potential enhancement projects and identify locations for
those community enhancement projects. The services may include field
27
vel of
effort for this task is based on the assumption of the proposed
embankment/dam being classified as a low-hazard dam structure.
26
ER for
reference. A draft review submittal will be required for Planning Department
Review (3 copies) and a final Board submittal incorporating Planning Department
comments (17 copies). Urban Design Review Board (UDRB) review comments
shall be addressed by the ENGINEER and incorporated into the Final plans and
specifications.
22
lity,
19
ng and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
t • : .1'
'....,
,..."-------
.
EXHIBIT "C"
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reference. A draft review submittal will be required for Planning Department
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comments (17 copies). Urban Design Review Board (UDRB) review comments
shall be addressed by the ENGINEER and incorporated into the Final plans and
specifications.
22
lity,
19
ng and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
t • : .1'
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ng and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
t • : .1'
'....,
,..."-------
.
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, &Assoc' tes,
Inc. to provide professional study phase services for OPW 51997, being the Missouri
Avenue/Spring Lake Park Sewer Separation, was approved by Council Resolution No. 784 on
January 25, 2011; and
WHEREAS, additional services are required for the final design and bid phases of this
project; and,
WHEREAS, Kirkham, Michael, & Associates, Inc. has agreed to perform the additional
services needed as detailed in the attached Amendment No. 1 to the Agreement, which by this
reference is made a part hereof, for an additional fee not exceed $1,213,743.00 to be paid from
Sewer Revenue Improvement Fund 21124, CSO Implementation Organization 116918; Sewer
Revenue Bonds will be issued to finance this project.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF OMAHA:
THAT, as recommended by the Mayor, Amendment No. 1 to the Engineering Agreement
with Kirkham, Michael, & Associates, 'Inc. for the provision of final design and bid phase
services for the Missouri Avenue/Spring Lake Park Sewer Separation, known,as project OPW
51997, is hereby approved.
BE IT FURTHER RESOLVED:
THAT, the Finance Department is authorized to pay the additional fee not to exceed
$1,213,743.00 for these engineering services from the Sewer Revenue Improvement Fund
21124, CSO Implementation Organization 116918, Sewer Revenue Bonds will be issued to
finance this project.
1525htp
APPROVED AS TO FORM:
712
DEPUTY CITY ATTORNEY. DATE
By ("
u� cilmember
Adopted A ...21 Q
it y Clerk r /��
Approved
Mayor
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19
ng and provide documentation. The rationale for deviation from
13
Wycliffe o�,. 6icago
Chicai T.
Clr
Project No. MAPA-5127(2)
Control No. 22376A
Blondo St, 156th St- Eldorado, Phase 1 Exhibit "A"
t • : .1'
'....,
,..."-------
.
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