RES 2013-1127 - Amendment to agmt with Burns and McDonnell Engineering for OPW 52184, Gilmore Ave separation project ('/1
Public Works Department
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u gti)�itv ,'T -- r Omaha/Douglas Civic Center
x h 1819 h'arnam Street,Suite 601
,®, ,fz Ai. August 20, 2013
p� ►_..ry Omaha,Nebraska 68183-0601
o (402)444-5220
�arEo FEBR�A4 �, Fax(402)444-5248
City of Omaha Robert G. Stubbe,P.E.
Jean Stothert,Mayor Public Works Director
Honorable President
and Members of the City Council,
Transmitted herewith is a Resolution approving Amendmc it No. I to a Prole siuru Services
Agreement with Burns and McDonnell Engineering to perform -i ld irtvesii r,..ion. and
preliminary design work for the Gilmore Avenue Separation Projee, (Phase 1) in the area cf"2 3'`'
Street, known as OPW 52184, was approved by Council Resolution No. 292 on .larch C. 2012.
The attached Amendment to the Agreement authorize') Rims and McDonnell Engineering to
conduct engineering services for final design and bid phase services for the Gilmo,.:.• Avenue
Separation Project (Phase 1) in the area of 23r) St eet, kno,,;n as OPW 52184 iiieluding
geotechnical reports, additional CCTV information, arir_; survcv data The exact Scone i.;.:services
is included in the attached Amendment. Burns and PvleDonne I i ni ineering has ;_reed to
perform the services detailed in Amendment 1 of the attached agreement for a fee not exceed
$1,195,295.00 to be paid from Sewer Revenue Improvement- Fund 21124, CSO Cnrtrol
Implementation Organization 116918; Sewer Revenue Bonds veill be issued to tin.,ett:e this
project.
Burns and McDonnell Engineering has filed the required ;'onti-ict t'om iia;.c 1 e;:,,_t, Form
CC-1, in the Human Rights and Relations Department.
The Public Works Department requests your consideration arid approval of the attached
Resolution and Amendment to the Professional Services Agreement,
Respectfully submitted, Referred o Ciiy.' Coumn it for Coh_sik eratiuu:
1 1 7 /3
Rob rt G. Stubbe, P.L. Date Mme or's "iffiee Date
Public Works Director
•Approved as to Funding: Apl..,ove:.1:cke... 41\ita 7-3fra , ' A-
L 44S-1 tai't JO } '-:2-
1 ti' . P:L1 //3
'
,�-p Allen Herink Date it rnan �:'_ight , urd Relations Date
Acting Finance Director D;:r.utrr_nit
I 092djr
AMENDMENT NO. 1
TO THE AGREEMENT FOR ENGINEERING SERVICES
FOR OPW 52184—GILMORE AVENUE SEWER SEPARATION PROJECT
The Professional Services Agreement between the City of Omaha, Nebraska (OWNER) and
Burns & McDonnell Engineering (ENGINEER) dated March 8, 2012 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.
Section VIII. INDEMNIFICATION of the Professional Services Agreement is hereby
replaced with the following:
VIII. INDEMNIFICATION
The ENGINEER agrees, to the fullest extent permitted by law, to indemnify, defend
and hold harmless the CITY, its officers, directors and employees (collectively, CITY)
against all damages, liabilities or costs, including reasonable attorneys' fees and
defense costs, to the extent caused by the ENGINEER's negligent performance of
professional services under this AGREEMENT and that of its subconsultants or
anyone for whom the ENGINEER is legally liable. The CITY agrees, to the fullest
extent permitted by law, to indemnify and hold harmless the ENGINEER, its officers,
directors, employees and subconsultants (collectively, ENGINEER) against all
damages, liabilities or costs, including reasonable attorneys' fees and defense costs in
connection with the PROJECT, to the extent caused by the CITY's negligent acts or
the negligent acts of anyone for whom the CITY is legally liable. Neither the CITY
nor the ENGINEER shall be obligated to indemnify the other party in any manner
whatsoever for the other party's own negligence. Neither party shall be liable to the
other for consequential damages, including, without limitations, loss of use or loss of
profits, incurred by one another or their subsidiaries or successors.
Paragraph K of Section X. GENERAL CONDITIONS of the Professional Services
Agreement is hereby replaced with the following:
K. Equal Employment Opportunity Clause. Annexed and made a part hereof by
reference are the equal employment provisions of this contract. All reference to
"Contractor" shall mean "ENGINEER". Refusal by the ENGINEER to comply
with any portion of this program as therein stated and described will subject the
offending party to any or all of the following penalties:
(1) Withholding of all future payments under the involved contracts to the
ENGINEER in violation until it is determined that the ENGINEER is in
compliance with the provisions of the contract;
(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
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that they have established and shall carry out the policies of the program as
herein outlined.
Contract Compliance Ordinance No. 35344, Section 10-192
Equal Employment Opportunity Clause
During the performance of this contract, the Contractor agrees as follows:
1) The Contractor shall not discriminate against any employee or applicant for
employment because of race, religion, color, sex, age, sexual orientation,
gender identity, national origin, or disability as defined by the Americans
With Disabilities Act of 1990 and Omaha Municipal Code 10-192 and 13-
89. The Contractor shall ensure that applicants are employed and that
employees are treated during employment without regard to their race,
religion, color, sex, age, sexual orientation, gender identity, disability or
national origin. The Contractor shall take all actions necessary to comply
with the Americans With Disabilities Act of 1990 and Omaha Municipal
Code including, but not limited to, reasonable accommodation. As used
herein, the word "treated" shall mean and include, without limitation, the
following: Recruited, whether advertising or by other means;
compensated; selected for training, including apprenticeship; promoted;
upgraded; demoted; downgraded; transferred; laid off, and terminated.
The Contractor agrees to and shall post in conspicuous places, available to
employees and applicants for employment, notices to be provided by the
contracting officers setting forth the provisions of this nondiscrimination
clause.
2) The Contractor shall, in all solicitations or advertisements for employees
placed by or on behalf of the Contractor; state that all qualified applicants
will receive consideration for employment without regard to race, religion,
color, sex, age, sexual orientation, gender identity, disability or national
origin.
3) The Contractor shall send to each labor union or representative of workers
with which he has a collective bargaining agreement or other contract or
understanding a notice advising the labor union or worker's representative
of the Contractor's commitments under the equal employment opportunity
clause of the City of Omaha, Nebraska, and shall post copies of the notice
in conspicuous places available to employees and applicants for
employment.
4) The Contractor shall furnish to the contract compliance officer all federal
forms containing the information and reports required by the federal
government for federal contracts under federal rules and regulations, and
including the information required by Omaha Municipal Code sections 10-
192 to 10-194, inclusive, and shall permit reasonable access to his records.
Records accessible to the contract compliance officer shall be those which
are related to paragraphs (1) through (7) of this subsection and only after
reasonable notice is given the Contractor. The purpose of this provision is
to provide for investigation to ascertain compliance with the program
provided for herein.
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5) The Contractor shall take such actions with respect to any subcontractor as
the City may direct as a means of enforcing the provisions of paragraphs
(1) through (7) herein, including penalties and sanctions for
noncompliance; however, in the event the Contractor becomes involved in
or is threatened with litigation as the result of such directions by the City,
the City will enter into such litigation as is necessary to protect the interests
of the City and to effectuate these provisions (of this division); and in the
case of contracts receiving federal assistance, the Contractor or the City
may request the United States to enter into such litigation to protect the
interests of the United States.
6) The Contractor shall file and shall cause his subcontractors, if any to file
compliance reports with the Contractor in the same form and to the same
extent as required by the federal government for federal contracts under
federal rules and regulations. Such compliance reports shall be filed with
the contract compliance officer. Compliance reports filed at such times as
directed shall contain information as to the employment practices, policies,
programs and statistics of the Contractor and its subcontractors.
7) The Contractor shall include the provisions of paragraphs (1) through (7) of
this section, "Equal Employment Opportunity Clause," and Section 10-193
in every subcontract or purchase order so that such provisions will be
binding upon each subcontractor or vendor.
A detailed description of the scope of work and services to be performed is listed in Exhibit B.
In summary, this amendment incorporates additional services for final design and bid phase
services for the sewer separation for the OPW 52184 — Gilmore Avenue Sewer Separation
Project(CSO) based on the Preliminary Design 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 March 8, 2012 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 One Hundred Ninty-Five Thousand Two
Hundred Ninty-Five Dollars ($1,195,295) 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 March 8, 2012 Agreement;
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This Amendment is executed by ENGINEER this 577 day of July, 2013.
,o1�y�INEERjNC.,�
. . ...,,, �Co,.
�.a:.' Bums & McDonnell Engineering
0 O44O�T�' i' 1111 North 13th Street, Suite 205
0:G V.I's- Z= Omaha,NE 68102
*. ENGINE
Upgaz,,,,,L.
By
ATTEST
Peter D. Zanoni, P.E.
Vice President
This Amendment is executed by OWNER this 2 day ofd id7 2013.
ATTEST CITY OF OMAHA, A Municipal Corporation
; ,
/Zi:' ,/,‘"' _..
City Clerk Mayor
APPROVED AS TO FORM:
4512- ' ,, i-jz.,/)
ZY
Deputy City Attorney
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EXHIBIT "A"
UTILIZATION OF SMALL AND EMERGING SMALL BUSINESSES
It is the policy of the City of Omaha that Small and Emerging Small Businesses shall have the
maximum practicable opportunity to participate in City of Omaha projects. With regard to this
AGREEMENT, the following Certified Professional Service Provider(s) have been identified
and contracted with to perform the identified project tasks:
Scope of work or Projected
project tasks to be commencement and
performed completion date of
Name of small or work Agreed price with
emerging small SB/ESB u
business Address Percentage(/o)
2929 Mormon Public August 2013 to
City Girl Street, #9 Involvement and September 2014 $12,000 1.0
Communications Omaha, NE Public Relations
68112
Kinghorn 6464 Center Green Solution August 2013 to
Gardens Street, Suite 120 Design and June 2014
Omaha, NE UDRB Submittals $17,500 1.5
68106
6225 N. 89th Topographic
Circle Suvery and July 2013 to July
RW Engineering Omaha, NE 68134 Easement 2014 $45,560 3.8
Preparation
6.3
Totals $75,060
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.
Signature )6-1.24)oal-t4.-•._
Title Vice President Date of Signing 7- Z
5
Firm or Corporate Name_Burns&McDonnell Engineering
Address 9400 Ward Parkway,Kansas City,MO 64114 Telephone Number 816-822-3241
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EXHIBIT "B"
SCOPE OF SERVICES
AMENDMENT NO. 1
OPW 52184
Gilmore Avenue Sewer Separation (CSO)
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 Preliminary (30%) 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 and bidding assistance
services in accordance with CITY and CSO Program Plans, Protocols, Procedures, Standards,
and Guidance Documents. These documents can be found on the CSO Web Portal in the
following location:
http://www.omahacsopt.com/projects/Shared%20Documents/Forms/Document%20Group.aspx
The following documents are hereby included in this Scope of Services by reference:
Document Name Document Date
PLANS
Combined Sewer Overflow Control Program Quality Management Plan i 05/26/2010
Risk Management Plan 04/12/2010
Environmental Plan Updated June 2012
PROTOCOLS
Sewer Separation Protocol Rev. 0.01 I Updated 07/30/2010
Construction Management Protocol 06/27/2012
PROCEDURES
City of Omaha Manhole and Lamping Inspection Procedure Revision 2 Updated 03/12/2012
City of Omaha Pipeline Inspection Procedure Using Closed Circuit j Updated 03/12/2012
Television Revision 2
Public Information Procedure for CSO and RNC Projects Updated 12/12/2011
ROW Management and Property Acquisition Procedure for(Non-Federal)
Projects Updated 09/16/2010
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Geotechnical Investigations Procedure for Sewer Separation Projects Updated 06/30/2010
•
City of Omaha Smoke and Dye Testing Procedure (Revision 2) Updated 03/12/2012
Utility Coordination Procedure Updated 07/19/2012
STANDARDS
03/15/2010
Omaha CSO Program CAD Standards with Update 04/26/2010 With 04/26/2010
I
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 Documents 05/19/2012
Sewer Separation Cost Estimate Template Guidance Updated 06/04/2010
Omaha Green Solutions Site Suitability Assessment and BMP Selection I 12/21/2009
Process Guidance Document
Private Property Investigation Guidance I Updated 07/12/2010
Sanitary Sewer Design Basis and Methodology Guidance I Updated 06/27/2010
Storm Sewer Design Basis and Methodology Guidance Updated 06/27/2010
Sustainability Guidance Updated 01/04/2011
Urban Design Review Board Guidance ' Updated 12/20/2010
i f
CSO Project Communication: PMT and Project Teams Technical
Memorandum Updated 10/2012
f I
Notes:
1. Any documents listed above may be updated during the duration of the
project. In the event that a change is made to a document that affects the
scope of work included herein, a contract change may be required.
2. City of Omaha Standard Specifications and Plates shall be used, where
applicable, unless special conditions require modification. Modifications are
to be approved by the CITY.
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TASK 1 -- PROJECT MANAGEMENT
Objective: Provide for the overall project management and administration, project
coordination, public involvement and neighborhood coordination throughout
the duration of the PROJECT.
Deliverables: Updated Quality Control Plan; Updated Project Health and Safety Plan;
Updated Project Execution Plan; monthly invoices; monthly progress reports;
monthly schedule updates; progress meeting and other meeting minutes.
Scope:
1.1. Project Management and Administration. ENGINEER to provide project
management and administrative activities including:
1.1.1. Project Management and Administration. ENGINEER shall monitor
progress and schedule and facilitate coordination of the PROJECT design
elements; Prepare monthly invoicing with estimated percentage of work
complete by contract task; prepare monthly progress reports; scope, schedule,
and budget tracking; provide staffing management and contract
administration; maintain communication with PMT; maintain Quality
Control; provide monthly PROJECT schedule updates; If not on schedule or
budget, explain reasons for deviations and mitigation plan to rectify. File
project documents on the Project page of the Program Web Portal and
provide a hard copy of all deliverables to the PMO Library.
1.1.2. Updated Quality Control Plan (QCP). ENGINEER will review and update
the existing QCP prepared as part of the preliminary design and update in
accordance with the CSO Program Quality Management Plan (QMP). QCP
should address field data QC as required in Field Services Procedures.
Maintain QCP throughout the duration of the project.
1.1.3. Updated Project Health and Safety Plan (HSP). The ENGINEER is
responsible for the health and safety of its employees and confirming that
ENGINEER's subcontractors have a good understanding of all PROJECT
health and safety requirements. The CITY and PMT put a high value on the
safety of all personnel working on delivery of the CSO Program. ENGINEER
will review and update the project specific HSP prepared as part of the
preliminary design to apply to employees working on this PROJECT. The
HSP will address safety in the office, site visits, and field investigations, shall
include OWNER and PMT requirements and shall be consistent with the
CSO Program Protocols.
1.1.4. Updated Project Execution Plan (PEP). ENGINEER will update the PEP
that was created during preliminary design with all relevant final design
information in accordance with the requirements set forth in the project
delivery plan, protocols, plans, procedures, standards and guidance
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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. Thirteen(13) 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. The ENGINEER will identify one person from the Project Team who will
act as the singular contact throughout the PROJECT to request information
from the Utilities.
1.2.2. Agency Coordination and Permitting. Agency coordination will be
conducted in conformance with the Environmental Plan and under the
oversight of the PMT's Compliance Coordinator. Communication with the
impacted agencies will be in conformance with the Environmental Plan. [The
impacted agencies may include, but are not limited to, the Union Pacific
Railroad (UPRR), the U.S. Army Corps of Engineers, the Nebraska
Department of Roads, , the Nebraska Game and Parks Commission, United
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States Fish and Wildlife Service, the Nebraska State Historic Preservation
Office, Nebraska Department of Natural Resources, 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 infoitnation 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. 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. A total of twelve (12)_meetings has been budgeted).
Coordination with the City Planning Department regarding Urban Design
Review Board approvals shall be in accordance with the Urban Design Review
Board Guidance.
1.2.4. GIS Coordination. This task includes GIS coordination work for the
ENGINEER as well as coordination with the CITY/PMT to manage and
update CITY GIS information for the PROJECT. This includes providing
necessary electronic files and information developed as part of the PROJECT
to the CITY/PMT for updating the CITY's GIS database. If any GIS
deliverables are submitted as part of this project, all GIS deliverables (in any
task) should be created in ESRI's ArcGIS ArcMap v10.0 software, be in a file
geodatabase format (shapefiles or personal geodatabase formats are not
acceptable), and the use of the City of Omaha's GIS metadata XML template to
populate new data with required metadata.
1.2.5. Program Management and Technical Team Meetings. This task includes
program management and technical team meetings anticipated during the
course of the project. Meetings will be held between the ENGINEER, CITY,
PMT, and SUBCONSULTANTS. Three (3) meetings have been budgeted).
1.3. Public Involvement and Neighborhood Coordination. ENGINEER shall
communicate with the impacted property owners, businesses, schools, and
neighborhood associations affected by the PROJECT; organize and conduct
meetings to discuss the PROJECT scope and schedule; develop correspondence
regarding PROJECT; and prepare exhibits. ENGINEER shall be responsible for
the following:
1.3.1. Conduct One (1) 60% Design Public Meeting. The ENGINEER will
organize and conduct a public PROJECT 60% to 80% design level meeting in
coordination with neighborhood associations and other stakeholders. The
ENGINEER will determine the distribution list for the public meetings,
prepare and distribute the public meeting notifications according to the Public
Information Procedure, arrange for the meeting place, arrangements and
logistics for the meetings and prepare the presentation, agenda, sign-in sheets,
meeting notes and other items as necessary, and as reviewed by the PMT. The
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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 Power Point presentations,
hardboards, maps, design drawings and handouts to present at the meeting, and
take minutes for the meeting and distribute electronically in Microsoft Word
format for draft and PDF foiiiiat 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 infrastructure, community enhancements, and
construction impacts (17_meetings budgeted).
1.3.3. Develop CSO/RNC Program Public Website Content.
1.3.3.1. Write one update to the 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.
TASK 2 —CONCEPTUAL (10%) DESIGN (Not Used)
TASK 3—PRELIMINARY (30%) DESIGN (NOT USED)
TASK 4—FINAL DESIGN
Additional Field Work and Data Acquisition
Objective: Obtain additional field data necessary to complete final design(if required).
Deliverables: Survey Data(both field books and electronic)
Geotechnical Report
Additional CCTV information
Scope:
4.1. Request and Review Utility Drawings. As identified in the data gap report,
request and review utility location maps as additional drawings become available
including sanitary sewer mains and services; street lights; traffic signals; gas main
and services; water main and services; underground and overhead electric;
telephone facilities; cable TV; and fiber optic cable.
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4.2. Survey. Perform additional site survey in sufficient detail necessary to prepare
final 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. Surveyor will obtain
information for the stubout from the South Barrel by coordination with TREKK to
CCTV the stubout and transmit elevation and horizontal and vertical location to
the survey, where the surveyor will pick up that data. No entry into the system for
surveying is anticipated.
4.3. Perform Additional Geotechnical Investigations.
Complete one boring, on the east side of Albright Park to a minimum depth of 30'
at this location.
1. Sample on 2.5' centers to depth of 15 feet, then on 5' centers with Shelby
tubes (cohesive).
2. Obtain water level measurements as encountered during drilling, at
completion of drilling, and immediately prior to backfllling.
3. Backfill with cuttings and compact as best you can the top 2-3 feet. Mound
cuttings on top of hole to offset potential settlement.
4. Complete a minimum of the following laboratory testing:
a. Moisture content tests on each sample
b. Atterberg limit tests at each 5' increment to 15' with one Atterberg
below 15'
c. Sieve analysis with hydrometer at 10' and 15'
d. One unconfined compression test at each 5' interval with 1 at 15'
and 1 at 20', to include a dry unit weight determination
5. Complete utility check as required by state and local regulations.
6. Provide a written Site Data Report with the following information:
a. Description of work completed
b. Description of materials and ground water conditions encountered
c. Boring location plan
d. Computer generated boring logs
e. Laboratory test results
Install three (3)piezometers on the project site, including one (1) in Albright Park,
and two (2) along Gilmore Avenue at approximately the intersection of Gilmore
Avenue and Jefferson Street and at the intersection of Gilmore Avenue and Drexel
Street.
Each piezometer will be installed in accordance with the applicable federal, state
or local regulations. ENGINEER will be responsible for all aspects of the
monitoring well permitting process.
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ENGINEER will monitor the water levels on a monthly basis for a period of one
year and provide that information to CITY and PMT. ENGINEER will
decommission the piezometers at the end of one year.
ENGINEER will perform slug tests on the piezometers to obtain
hydraulic conductivity of the in situ soils to help to obtain
dewatering data.
8.1. Street Corings. Perform additional three (3) street corings to determine
composition and thickness of existing street surfacing and street base materials.
Coring of the street section will be determined if needed. Perform analysis of
existing materials to determine bearing capacities and suitability for long term
reliability. Investigation shall also address adjacent streets that may be used for
access routes to the construction area. This information will help to determine
which streets will or will not hold up to construction activities (especially if the
pavement is cut into) so the ENGINEER can properly determine pavement
removal/replacement areas in coordination with existing street and curb conditions
and utility impacts. Include results of investigations and evaluations in the in an
amendment to the geotechnical report.
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.
Scope:
4.5 UDRB Comments. Incorporate UDRB review comments as appropriate in the
60%plans.
4.6 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. ENGINEER will evaluate the proposed 30% sanitary sewer design and
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provide a spreadsheet evaluating the existing substandard velocities with the
following information: Pipe segment, existing slope, existing velocity, self-
cleaning velocity, 10 State's Standards flow and velocity, PMT guidance flow and
velocity, and velocity assuming lining with CIPP or equivalent. From this
information the OWNER will determine which segments of the sanitary sewer to
be designed for the 60% submittal.
4.7 On-site Field Review. Conduct one on-site field review meeting with, at a
minimum, the CITY Project Manager, PMT Coordinator, Compliance Coordinator
and CITY Construction Manager. This meeting is to be held following completion
of the geotechnical field investigations and street corings. The purpose of the
meeting is to review existing pavement and curb conditions and proposed
intersection radii and curb ramp locations, and (in conjunction with geotechnical
investigations, coring, and utility information) identify preliminary extent of
pavement, curb, driveway, and sidewalk removals/replacements on the plans.
4.8 Green Infrastructure. Continue the development of the green infrastructure as
part of the plans and specifications in accordance with the Omaha Green Solutions
Site Suitability Assessment and BMP Selection Process Guidance Document
including any updates to the Green Infrastructure TM. This task includes the
design of the detention facility in Sarpy County. The major design elements
include: embankment, spillway, outlet/inlet structures, outlet pipeline, landscape
plan, planting plan and tree planting plan. Additional Green Infrastructure
includes design of bioswale and bioretention garden at Highland Elementary
School, bioretention at Albright Park, including the possibility of expanding to the
vacant lot immediately east of the park. Bioretention is planned for the NDOR
Right-of-Way beneath the JFK Freeway. Scope includes the analysis, design,
plant selection and planting plans, underdrain system (if required), and tree
planting plan if necessary.
4.9 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.
Gilmore Avenue full pavement replacement sheets include the addition of three (3)
street replacement sheets, assuming 1:20 scale, showing plan and profile
information for replacement of Gilmore Avenue from Jefferson to Polk.
4.10 Sewer Rehabilitation Recommendations. Findings and recommendations will
be summarized for City/PMT review based on sewer televising and field
investigation results from previous tasks.
4.10.1 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
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for follow up on non-critical sanitary sewer defects will also be
provided.
4.10.2 For existing combined sewers to become separate stoup sewers, this
task will recommend:
• disconnection of any sanitary service connections remaining
connected throughout the tributary area
• rehabilitation/repair of any critical structural defects throughout
the tributary area
• rehabilitation/replacement/protection of existing sewers subject
to damage during sewer separation construction
4.10.3 A Sewer Rehabilitation Database will be prepared that identifies
recommendations and associated construction cost, if any, for each
sewer reach and shall be incorporated into the Addendum to the Basis
of Design Report. The Database will be developed in Microsoft
Excel/Access that identifies each reach, anticipated future use, and
potential and recommended rehabilitation options. An associated
colored map identifying the recommended rehabilitation shall be
included.
4.10.4 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; (3) cut out, expose, rebuild risers if necessary,
and install external frame seals on all existing manholes which are on
sanitary sewers or on pipes that are being changed from combined to
sanitary sewers; (4) replace existing perforated manhole covers with
solid covers (and new frame if necessary) on all existing sewers which
are changed from combined to sanitary sewers, AND on any existing
sanitary sewers (especially upstream branches that feed into these
renovated sewers). This work will be included in the project plans and
specifications for the direct project area at a minimum, and to the extent
of the system outside of the project area as determined through
discussions with the PMT.
4.11. 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
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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 Stoiinwater Pollution
Prevention Plans and required NPDES permitting.
4.12. Temporary and Permanent Easement Descriptions and Access Easements.
ENGINEER shall prepare documents for easement acquisition. CITY personnel
will perform title searches and negotiate the acquisition of the easements. Identify
easements and acquistions 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. Based upon the 30% design concept, it is anticipated that
thirty-two (32) temporary and seventeen (17) peiinanent easement descriptions
will be required. Eight (8) acquisition descriptions will be required for properties
anticipated to be purchased for the project.
4.13. Permits. The ENGINEER will update the list of environmental permits and
clearances for the project along with a proposed schedule for submission of
applications for the design and construction of the PROJECT. The Engineer will
meet with representatives from the Compliance Team to review the list of permits
prior to incorporation into the Basis of Design Report. Incorporate permit design
requirements as outlined in the Environmental Plan, into the Basis of Design
Report. Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall fill out all permit
applications and provide draft cover letters for any governing agency or other
entity related to obtaining field investigations and surveying for preliminary and
final design services. ENGINEER shall coordinate with the PMT and CITY to get
these permit applications submitted and approved. [A list of permits that may be
required is itemized in Task 51
4.14. Technical Specifications. The ENGINEER, in accordance with the
Environmental Plan, will provide technical specifications, modified to reflect the
specifics for the project, that address environmental issues associated with the
PROJECT including, but not limited to, management of hazardous or
contaminated wastes likely to be found onsite, permitting specification and
temporary environmental controls specification. This shall include appropriate
modifications of technical specifications developed by the PMT to address
environmental issues. The ENGINEER will work with the PMT to continue to
identify other regulatory criteria or requirements.
4.15. 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.
4.16. Sustainability. The ENGINEER shall update sustainability strategies previously
identified during preliminary design.
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4.17. 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.
4.18. Prepare Addendum to the Basis of Design Report. An Addendum to the Basis
of Design Report will be prepared in accordance with the Deliverable Guidance
Document. This report will identify changes or updates to the 30% BODR and
should reflect the overall plan methodology, project assumptions, construction
phasing or sequencing, field investigations, summary of permit activities, and
summaries of the documents included with the 60% submittal.
4.19. 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.
Sanitary Sewer Design. 60% plan documents will include sanitary sewer
improvement design based on OWNER selected alternatives per paragraph 4.6.
Sanitary Sewer Design fee is based upon the 30% Preliminary Design
submittal and will be reduced commensurate with the reduction in sanitary
sewer. ENGINEER will not bill OWNER for sanitary sewer shown in the 30%
Prelimary which is not designed for 60% submittal.
4.20. Prepare 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.
4.21. Prepare Preliminary Stormwater Pollution Prevention Plan (SWPPP).
Prepare the preliminary SWPPP in accordance with the NDEQ Stormwater
Construction Permit and Environmental Plan.
4.22. Prepare Preliminary Post-Construction Stormwater Management Plan.
Prepare the preliminary Post-Construction Stormwater Management Plan in
accordance with the Environmental Plan.
4.23. Prepare Preliminary Drainage Report. Prepare Preliminary Drainage Report in
accordance with the Environmental Plan.
4.24. Plan in Hand Review Meeting. Organize and attend one onsite review meeting
following completion of the 60% plans. City Project Manager shall send and
manage the invite list. Attendees will include the ENGINEER, the CITY Project
Manager, PMT Coordinator, Compliance Coordinator, Utility company
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representatives, CITY Construction Division staff (including CITY Utility
Coordinator), and other CITY and PMT staff as required to review the plans for
completeness, constructability, review existing pavement and curb conditions,
proposed intersection radii and curb ramp locations, extent of surface feature
removals and replacements, tree removals and replacements, discuss extent of
utility relocations/replacements and utility phasing, identification of potential
private property conflicts, and identification of other issues that may impact
construction. This may include an office meeting to review plan/specification/field
review comments, clarify issues and concur on changes. The ENGINEER will
take and distribute meeting notes.
4.25. 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. Invite the CITY Utility Coordinator (in
Construction Division).
4.26. 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. ENGINEER will provide
three (3) sets of 60% documents to the PMT and three (3) sets of 60% design
documents to the City for review.
4.27. Address Plan and Specification Review Comments. CITY and PMT review
comments will be compiled in one Quality Review Form (QRF) document per
deliverable and will be submitted to the ENGINEER. ENGINEER will incorporate
comments from the QRF into the design.
90% Design
Objective: Develop 90% deliverables for review and utility coordination. The 90%
design submittal is meant to be a complete, bid-ready set of construction
documents. The purpose of the 90% design submittal is to provide the CITY
and PMT the opportunity to review the plans, specifications, and appurtenant
material prior to submitting for regulatory review and bidding the project for
construction.
Deliverables: Per the 90% Deliverables Guidance, including 90% Design Drawings,
Specifications and Final Design Report Guidance documents; 90%
deliverables include: final bid item list and quantities, Draft cover letter to
NDEQ to cover changes from the LTCP, final drafts of all necessary permit
applications and cover letters, Draft Construction Permit Application, Final
Design Report, Final Drainage Report, SEB Exhibit A, SB/ESB Construction
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Utilization TM; Updated List of Peiiiiits and Environmental Clearances, ROW
Strip Maps, updated ROW Table, and updated OPC.
Scope:
4.28. Prepare 90% Design Drawings. The 90% Design Drawings are meant to be final,
bid-ready plans, and at a minimum shall include the items as identified in the 90%
Design Drawings Deliverable Guidance Document. Final quantities on some of the
major items (such as pavement, rock, etc.) shall be measured quantities with an
additional percentage to cover typical potential overruns due to constructing in an
aged, urbanized area, as identified in the Cost Estimate Template Guidance. The
CITY will provide a list of typical items and percentage increases to use.
4.29. 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.
4.30. Prepare Final Design Report (FDR). The FDR is a final compilation of the Basis
of Design Report (BODR), the addendum submitted at the 60 percent design stage,
and any additional modifications and/or calculations that support the final design of
the project. The FDR will be prepared in accordance with the 90% Deliverable
Final Design Report Guidance.
4.31. Green Infrastructure. Complete the design of the CITY accepted green
infrastructure as part of the plans and specifications including any updates to the
Green Infrastructure TM. A summary of the final Green Solutions implemented
will be included as an attachment to the FDR.
4.32. 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.
4.33. Sustainability. The ENGINEER shall update sustainability strategies previously
identified.
4.34. Prepare a Final Stormwater Pollution Prevention Plan (SWPPP). Prepare the
SWPPP in accordance with City of Omaha regulations, NDEQ Stormwater
Construction Permit and the Environmental Plan.
4.35. Prepare Post-Construction Stormwater Management Plan. Prepare the Post-
Construction Stormwater Management Plan in accordance with the Environmental
Plan. Submit to the City of Omaha Permix System.
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4.36. Prepare Drainage Report. Prepare Drainage Report and submit with 90%
submittal. Prepare Drainage Report in accordance with the Environmental Plan
and as identified in Task 5. Submit to the City of Omaha Permix System.
4.37. 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.
4.38. 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
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.
4.39. Prepare Final OPC. Finalize the bid item list in accordance with the CITY
standard bid items. Number new bid items in accordance with CITY policy.
Engineers Opinion of Probable Construction Cost shall be prepared and submitted
per the Cost Estimate Template Guidance.
4.40. Permit Applications. The ENGINEER will update the list of permits (including
schedule). A copy of the list of permits (with the status of and responsible party for
each permit) and a copy of all prepared permits by the ENGINEER will be
included in the 90% submittal along with a copy of all permit applications to be
obtained by the contractor, for review by the PMT Compliance Team. Unless
otherwise determined by the CITY, any permits, mitigation plans, or similar
information developed by the ENGINEER shall be reviewed by the PMT
Compliance Team prior to submission of the final information to the CITY for
submission to the appropriate agency. Based on comments received from the PMT,
the applications are to be revised and prepared by the ENGINEER for execution by
the CITY in accordance with the Environmental Plan. All permits will be in the
name of the CITY and the CITY will pay directly for any associated permit
application fees.
4.41. Submit 90% Documents for Review. Deliver the 90% submittal documents to
the CITY and PMT for distribution and review. 90% documents include plans,
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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. The
ENGINEER will provide three (3)review sets to the PMT and three (3)review sets
to the City.
4.42. 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.
4.43. 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. 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.
i. Tree Mitigation Plan. Tree species composition, size and location
will be recorded within the potential project impact areas. This
information will be used to mitigate tree losses according to Omaha
Parks, Recreation and Public Property (OPR&PP) and Urban Design
Review Board, as appropriate. The ENGINEER will determine
impacts and prepare a mitigation plan, which will include a detailed
planting plan.
1. The ENGINEER shall provide the services necessary to
deteiiiiine 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. 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 construction,
determine potential locations of new street trees, develop
planting plans as required for replacement trees, provide
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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:
4.44. Prepare 95% Submittal Package. 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
• 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:
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4.45. 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 (1) copy of signed plans & specifications
(with CITY signed cover sheet) to CITY for advertisement/bidding Quality
Control check. Allow for 5 business days for CITY to complete QC check.
4.46. Quality Control Changes. 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 (1) original and thirty-five (35)
copies of final signed and sealed plans (half-size) and specifications (contract
books) to CITY along with thirty-five (35) CD electronic copies of the signed and
sealed plans (full size) and specifications (contract books), and any other
supplemental information that will be part of the contract in pdf format. Final
plans, specifications (contract books)and CD's shall be delivered to the CITY no
later than the day before the project is advertised for bid.
4.47. Document Submittal. Submit copies of all survey field books, CADD drawings
in electronic format (ACAD 2013 Civil 3D, final drainage files/models, GIS files,
and Contract Documents in Microsoft Word format.
TASK 5—PERMITTING SERVICES
Objective: Provide additional environmental investigations and permitting, as required.
Deliverables: Construction Dewatering Permit Application, Preliminary Stormwater
Pollution Prevention Plan (SWPPP), Preliminary Post-construction
Stormwater Management Plan, Preliminary Drainage Report, US Army Corps
of Engineers Section 404 Permit Application, NGPC & USFWS, SHPO
concurrence, NDEQ 401 Water Quality Certification, City of Omaha Grading
Permit Application, NDEQ Construction Permit Appliation, 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 UPRR temporary access
agreement, UPRR Construction Access Agreement.
Scope:
5.1. 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.
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5.2. 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:
5.2.1. Construction Dewatering Permits (to be obtained by the construction
contractor) for discharge into the City's sewer system. ENGINEER will
prepare a construction dewatering permit for City/PMT review and
acceptance.
5.2.2. Stormwater Pollution Prevention Plan (SWPPP). Prepare and submit
the SWPPP in accordance with the Environmental Plan.
5.2.3. Post-Construction Stormwater Management Plan. ENGINEER will
prepare and submit the Post-Construction Stormwater Management Plan in
accordance with the Environmental Plan.
5.2.4. Drainage Report. ENGINEER will prepare and submit a Drainage
Report in accordance with the Environmental Plan. The Drainage Report
shall be compiled into one single PDF document along with the necessary
BMP certifications.
5.2.5. USACE Nationwide 404 Permits, NDEQ 401 certifications, and NDEQ
Title 117 permit. This includes a Mitigation Plan for stream and wetlands
impacted by the project. It is assumed that the USACE Nationwide will be
approved for Gilmore Avenue, an Individual Permit (IP) has not been
budgeted as part of this contract.
5.2.6. 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 "Deteiruination of Effect: will be completed for
City/PMT review.
5.2.7. Cultural Resources Evaluation and State Historic Preservation Office
(SHPO) Review Project information as specified in the Environmental
Plan will be submitted to City/PMT for review and use in submitting
consultation letter to the Nebraska State Historcial Society and State
Historic Preservation Office (SHPO). This task will consist of writing a
letter to SHPO explaining the location and nature of the project for SHPO's
comment.
5.2.8. 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
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uploading all applications and supporting documentation to the PCSWMP
site (PERMIX) following City and PMT approval.
5.2.9. City of Omaha Grading and Erosion Permit. The ENGINEER shall
prepare a permit application and also provide the supporting documentation
as identified in the permit application in accordance with the
Environmental Plan. The ENGINEER shall be responsible for uploading
all applications and supporting documentation to the PCSWMP site
(PERMIX).
5.2.10. NDEQ Construction Stormwater Permit. The ENGINEER shall
prepare a permit application and also provide the supporting documentation
as identified in the permit application in accordance with the
Environmental Plan.
5.2.11. EPA Lead Remediation Review. The ENGINEER shall prepare a letter
to EPA, using City/PMT template, requesting a map and list of properties
that have been or are planned to be remediated. The ENGINEER shall
incorporate one (1) plan sheet in the bid set that illustrate the recent lead
remediation activity indicated in the EPA's response (should it be
necessary). The ENGINEER shall incorporate any specific soils handling
requirements within the Environmental Controls Specification for
construction.
5.2.12. 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.
5.2.13. 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
through NDOR right-of-way (ROW) between Gilmore Avenue and
Madison immediately west of Railroad Avenue.
5.2.14. UPRR Temporary Occupancy Permit. The ENGINEER shall
coordinate and prepare the necessary agreements and permits with the
UPRR for construction of the new sewer under the existing railroad.
TASK 6—BIDDING ASSISTANCE
Objective: Provide assistance to the CITY, on an as requested basis, for assistance during
the bidding process.
Deliverables: Addenda and other items identified by the CITY during the bidding phase.
Scope:
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6.1. Transition Meeting #1: Scope includes attendance at a Transition meeting
with the Program Management Team and CITY Construction Management
(CM) staff for the ENGINEER to provide PROJECT design background
information and specific design related issues/information to the CM staff.
Review pre-bid meeting agenda, permit/approval acquisition status, ROW
status and determine if project is ready to bid. Meeting organized by the PMT
Coordinator. Meeting documentation prepared by the PMT Coordinator.
6.2. Pre-Bid Meeting: Scope includes attendance at Pre-bid meeting organized by
the CITY. No more than two personnel from the ENGINEER shall attend the
pre-bid meeting.
6.3. Prepare Addenda: Prepare addenda as required to address questions raised at
the pre-bid meeting, written questions from bidders, or other Contract
Document plan and specification clarifications. One copy of the addenda will
be provided to the CITY.
6.4. Bid Evaluation: ENGINEER shall provide assistance in the evaluation of the
bids, as requested by the CITY.
TASK 7—NOT USED
TASK 8 -ADDITIONAL SERVICES
Additional services shall be provided only if approved by the CITY.
These additional services may include, but shall not be limited to:
8.2. Subsurface Utility Exploration. Perform Subsurface Utility Exploration (SUE) for
key utilities based on information obtained from the utility companies. An allowance
of five (5) individual potholes of SUE work is included for areas that are not
performed by the utilities themselves. A cost allowance of $1500 per pothole is
included to employ a Contractor to perform potholing including traffic control and
surface restoration. Proposed SUE work will be reviewed with CITY and PMT, and
proceed only upon authorization by the CITY. Locations of proposed explorations
have yet to be determined.
8.3. Containmenated Soil Analysis. Submit one soil sample (and a water sample, if
obtained) representing the highest PID reading from each boring with a detectable PID
reading for laboratory analysis of petroleum compounds. The soil samples will be
submitted for laboratory testing of benzene, toluene, ethylbenzene, hexane (BTEX),
MTBE, naphthalene, and n-Hexane by Method 8260B and total extractable
hydrocarbons (TEH) by Method OA-2. The test results will be incorporated into the
geotechnical report. The report will contain an indication of boring/sampling
locations, a summary of field and laboratory analytical results and boring logs.
8.4. Phase 1 /ESA for Property Acquisition
• ENGINEER will perform eight (8) Phase 1 Environmental Site Assessments in
support of acquisition. There are no structures on any of the Properties.
• The Phase I site visits for all Properties can be completed in a single day.
27
• A separate Phase I ESA report will be prepared for each Property.
• The review of title and land judicial records for environmental liens and activity
and use limitations (AULs) will be obtained by the ENGINEER. Note that full
liability protection cannot be obtained under the ASTM 1527-05 Standard and All
Appropriate Inquiry Regulation(40 CFR 312) without a review of Title and Land
Judicial Records for Environmental Liens or AULs. The estimated, total cost to
obtain this review is $1,680 based on 8 parcels (one parcel per Property).
• The project cost assumes that there are no ongoing or past environmental
investigations, such as Phase II investigations, underground storage tank removals,
remedial investigations, etc., at the Property.
• The Phase I ESA will not include any inquiry with respect to controlled
substances, environmental compliance, radon, methane, asbestos, lead paint, mold,
wetlands or vapor intrusion.
• No party other than CITY is permitted by ENGINEER to rely on the Phase I ESA
reports without prior authorization by ENGINEER.
• See Attachment D for full Phase 1 Environmental Site Assessment scope.
8.5. CCTV Investigation. Perform additional CCTV as necessary. The CCTV allowance
includes cleaning, televising and review of existing piping in the project area, as
required, and is based on an estimated 1000 feet of sewer performed in accordance
with the Pipeline Inspection Using CCTV Procedure. This will include CCTVing the
Stubout from the South Barrel.
8.6. Migratory Bird Treaty Act (MBTA) Survey. ENGINEER will perform MBTA
survey of the Project area to determine if nesting of any "Species of Significance"
such as raptors, bald eagles, etc. are present in the Project area that could impact the
timing of the proposed construction activities. The MBTA is applicable year round,
but most migratory bird nesting activities occur between April 1 and July 15.The
timing of the survey will be coordinated with the Compliance Team
i. Reporting
1. Provide memo report of MBTA surveys within one week from
completion of MBTA survey.
2. Provide photographic documentation and GPS location of any
observed existing nesting of Raptor or Bald Eagle "Species of
Significance".
3. Report to contain, surveyor name, date and time of survey, project
location, field observations and results, weather conditions, bird
species observed (as noted above), location, number and species of
active bird nests observed within the construction area, and
recommended actions.
8.7. Retaining Wall Design. ENGINEER will perform detailed retaining wall design
along Harrison Street from 27th to Sarpy Avenue as required for sidewalk installation.
28
Detailed design will include showing more on the plans than grade at top of wall, top
of wall, and grade at toe of wall. The assumption is this will include up to two (2)
plan sheets and an additional specification section.
SCHEDULE
The PROJECT schedule is attached based on assumed dates of Notice to Proceed and Bid,
schedule of Bidding Assistance shall be coordinated with the CITY during the bidding phase.
EXHIBIT "C"
BREAKDOWN OF COSTS
29
Estimated Project Schedule
Task Name Duration Start Finish
Notice to Proceed 1 day Mon 8/12/13 Mon 8/12/13
Updated Quality Control Plan 1 day Tue 8/13/13 Tue 8/13/13
Updated Health and Safety Plan 1 day Tue 8/13/13 Tue 8/13/13
Updated PEP 10 days Mon 8/19/13 Fri 8/30/13
Project Kickoff Meeting 1 day Fri 8/16/13 Fri 8/16/13
Monthly PMT Meetings (Assume 13) 281 days Fri 9/6/13 Fri 10/3/14
Survey 30 days Mon 8/26/13 Fri 10/4/13
Perform Additional Geotech 30 days Mon 8/26/13 Fri 10/4/13
Street Corings additional 3) 5 days Mon 8/26/13 Fri 8/30/13
Update Sanitary Calculations 5 days Mon 8/19/13 Fri 8/23/13
UDRB Comments 5 days Tue 9/3/13 Mon 9/9/13
On Site Field Review 1 day Fri 9/6/13 Fri 9/6/13
Permitting 270 days Mon 8/19/13 Fri 8/29/14
Addenda to Basis of Design Report 15 days Mon 4/21/14 Fri 5/9/14
Prepare 60% Plans 180 days Tue 8/13/13 Mon 4/21/14
Prepare 60% Specs 10 days Mon 3/24/14 Fri 4/4/14
Plan in Hand Review Meeting 1 day Tue 10/15/13 Tue 10/15/13
Utility Coordination Meeting 1 day Fri 3/21/14 Fri 3/21/14
Submit 60% Delivables for Review 1 day Tue 4/22/14 Tue 4/22/14
Client Review 15 days Wed 4/23/14 Tue 5/13/14
Address Revew Comments (Plan and Spec) 10 days Wed 5/14/14 Tue 5/27/14
Conduct 60% Design Public Meeting 1 day Thu 5/22/14 Thu 5/22/14
Prepare 90% Design Drawings 35 days Wed 5/28/14 Tue 7/15/14
Submit 90% Package 1 day Wed 7/16/14 Wed 7/16/14
Client Review 15 days Thu 7/17/14 Wed 8/6/14
Revew Comments 10 days Thu 8/7/14 Wed 8/20/14
95% Submittal Package 24 days Thu 8/21/14 Tue 9/23/14
Sealed Contract Documents 1 day Wed 9/24/14 Wed 9/24/14
Quality Control Changes 5 days Thu 9/25/14 Wed 10/1/14
Document submittal 1 day Thu 10/2/14 Thu 10/2/14
Transition Meeting 1 day Thu 10/30/14 Thu 10/30/14
Advertise for Bid 1 day Sun 10/5/14 Sun 10/5/14
PreBid Meeting 1 day Tue 10/21/14 Tue 10/21/14
Prepare Addenda 5 days Wed 10/22/14 Tue 10/28/14
Bid Opening 1 day Tue 11/4/14 Tue 11/4/14
Bid Evaluation 5 days Wed 11/5/14 Tue 11/11/14
•
Engineering Fee Schedule
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Attachment D
Scope of Work
City of Omaha, Nebraska
for
Phase I Environmental Site Assessments
Of
Eight Properties in
Omaha, Nebraska
May 24, 2013
Attachment D Gilmore.doc
05/24/13
1.0 PROJECT
In accordance with the Burns &McDonnell Engineering Company, Inc. (hereafter referred to as
ENGINEER)proposal to the City of Omaha,Nebraska(CLIENT or User) dated May 24, 2013;
the following Project Scope of Work shall be performed:
2.0 SCOPE OF SERVICES
The project scope consists of assisting CLIENT with Phase I Environmental Site Assessment of
eight properties located in Omaha,Nebraska as described by the following:
TRACT# OWNER ADDRESS
1 Mixan Anthony Gerard PT of Lots 9& 10 Block 1 Kendis&Lewis Subdivision
PT Lots 2,3, 8,9, 10, 11, 12&13 &All Lot 1 Block
2 Jura,Terry L Kendis&Lewis Subdivision
PT Lots 2,3,8, 11 &All Lots 4-7 Block 1 Kendis& Lewis
3 Villezcas,Jesus Subdivision
4 Jesus Vilazcas Etal 2548 Harrison Street,Omaha
5 Joseph A Kneib Vac Alley& PT Lts 5 thru 8&Its 22 thru 25
6 Floyd E Richards Jr Etal 2117 Jefferson Street,Omaha
7 Union Pacific Railroad Co 6302 Railroad Av,Omaha
8 Cahill Jeff E 2000 Madison Circle, Omaha
Because ENGINEER has limited information concerning the Property, the following assumptions
have been made for the purposes of cost estimating:
• There are no structures on any of the Properties.
• The Phase I site visits for all Properties can be completed in a single day.
• A separate Phase I ESA report will be prepared for each Property.
• The review of title and land judicial records for environmental liens and activity and
use limitations (AULs) will be obtained by the ENGINEER.Note that full liability
protection cannot be obtained under the ASTM 1527-05 Standard and All
Appropriate Inquiry Regulation(40 CFR 312) without a review of Title and Land
Judicial Records for Environmental Liens or AULs. The estimated, total cost to
obtain this review is $1,680 based on 8 parcels (one parcel per Property).
Attachment D Gilmore doe Page 1
05/24/13
• The project cost assumes that there are no ongoing or past environmental
investigations, such as Phase II investigations, underground storage tank removals,
remedial investigations, etc., at the Property.
• The Phase I ESA will not include any inquiry with respect to controlled substances,
environmental compliance, radon, methane, asbestos, lead paint, mold, wetlands or
vapor intrusion.
• No party other than CLIENT is permitted by ENGINEER to rely on the Phase I ESA
reports without prior authorization by ENGINEER.
Changes in any of the forgoing assumptions may change the fee quoted in this proposal.
ENGINEER agrees to furnish labor, materials, equipment, and other items necessary to complete
the services described herein for CLIENT. This scope of services will be completed in
accordance with American Society for Testing and Materials Standard Practice for
Environmental Site Assessments: Phase I Environmental Site Assessment Process (E1527-05).
2.1 Regulatory Background Review
a. ENGINEER will purchase and review a government database area map search and
list report(Report) for the Property. The Report will be purchased from one
commercial provider of that service. The Report purchased will use the address
of the Property or the approximate latitude and longitude of the center of the
Property as its location and will contain the following information:
• Federal National Priority List (NPL) and State and Tribal Priority List for
sites within a one (1) mile search distance of the Property.
• Federal Delisted NPL site list within one-half(Y2) mile search distance
from the Property.
• Federal, State and Tribal equivalent Comprehensive Environmental
Response Compensation and Liability Information System(CERCLIS) list
sites, Federal CERCLIS No Further Remedial Action Planned(NFRAP)
list sites and State and Tribal landfill and/or solid waste disposal list sites
(SWLF) within a one-half(%2) mile search distance of the Property.
• Resource Conservation and Recovery Act(RCRA)Notifiers List for
generators at and adjoining the Property.
• RCRA CORRACTS Treatment, Storage and/or Disposal (TSD) sites
within a one (1)mile search distance of the Property
• RCRA Non-CORRACTS TSDs within a one-half(%2) mile search distance
to the Property.
Attachment D Gilmore.doc Page 2
05/24/13
• Federal Emergency Response Notification list sites (ERNs) for the
Property only.
• State and Tribal list of registered storage tank lists for tanks on the
Property or on adjoining properties.
• State and Tribal list of reported leaking storage tanks incidents for sites
within a one half(1/2) mile search distance of the Property.
• Federal, State and Tribal institutional control/engineering control registries
for the Property only.
• State and Tribal voluntary cleanup sites within a one-half(%2)mile search
distance to the Property.
• State and Tribal Brownfield sites within a one-half(%2)mile search
distance to the Property.
b. ENGINEER will review historical aerial photographs, from as many different time
periods as practical. The following sources may be used:
• Either the local County or Township Assessor's office,
• The local office of the United States Natural Resource Conservation
Service,
• The City Planning and Zoning Department,
• Commercial Provider.
Aerial photographs will be reviewed in an effort to identify the past uses of the
Property. If possible, ENGINEER will purchase copies of the photographs
reviewed, however, ENGINEER will not purchase copies of more than one
photograph per decade. The quoted fee in this scope of work does not include
purchasing more than $100.00 in aerial photographs.
c. ENGINEER will review the USGS 7.5 Minute Topographic Map for the Property
to evaluate the regional topography and drainage features on or within %2 mile of
the Property.
d. ENGINEER will purchase and review historic fire insurance maps (Fire Insurance
Maps), if they are available. Fire Insurance Maps will be purchased from one
commercial provider of that service. The Fire Insurance Maps purchased will use
the street address of the Property as the search criteria. ENGINEER will review
the Fire Insurance Maps, if available, to identify known past uses of the Property.
Attachment D Gilmore.doc Page 3
05/24/13
The quoted fee in this scope of work does not include purchasing more than
$125.00 in Fire Insurance Maps.
e. ENGINEER will interview the person(s) identified by CLIENT as possessing
knowledge of the current and former uses of the Property. ENGINEER also will
interview credible people identified, if any, that may possess knowledge of the
current and former uses of the Property. Attempts will be made to interview both
current and past Property owners and/or operators.
f. ENGINEER will review file information concerning the Property at the local fire,
building and planning departments and the township or county Assessor's Office,
or will interview representatives of these offices by telephone concerning records
they have.
g. ENGINEER will review reasonably ascertainable published geologic maps or
literature for the Property in an effort to identify the thickness of soil and the types
of soil and rock underlying the Property. ENGINEER will not conduct intrusive
data gathering or sampling of soil, rock or water at the Property, to obtain this
information.
h. ENGINEER will submit Freedom of Information Act(FOIA) Requests to local,
state and/or federal environmental agencies to request copies of file information
concerning land and water related matters at the Property. FOIA requests will be
sent to the federal and state environmental agencies with authority over land and
water issues requesting file information about the Property only. In person visits
to government agencies in order to obtain information through the FOIA will not
be made. FOIA requests will be made in writing to pertinent government agencies
with the expectation that records available can be mailed or e-mailed to
ENGINEER for review. The quoted fee in this scope of work does not include
more than $25.00 (for each Property) in search and copying charges for
records obtained as a result of these FOIA requests.
i. ENGINEER will purchase and review an environmental lien and activity and use
limitation search report for the Properties from one commercial provider of that
service. It is assumed that each Property is a single parcel. If any Property is
determined to include multiple parcels, then additional costs will apply at the rate
of$21 0/parcel.
Attachment D Gilmore.doc Page 4
05/24/13
2.2 Site Reconnaissance
a. ENGINEER will perform a site visit to visually and physically' observe the
Property. ENGINEER will perform this site visit in an effort to obtain
information that may indicate the likelihood of identifying Recognized
Environmental Conditions on the Property.
b. ENGINEER will visually observe the Property in an effort to identify transformers
or capacitors that may contain polychlorinated biphenyls (PCBs). ENGINEER
will look to see if transformers or capacitors are leaking and attempt to identify
visible markings that may confirm their ownership and PCB content.
c. ENGINEER will visually observe the Property to identify aboveground storage
tanks and visible signs of underground storage tanks (e.g., fill pipes, manways,
vent lines, and dispensing pumps).
d. ENGINEER will photograph each accessible property line and each accessible
side of Property improvements to document the condition of the Property at the
time of the site reconnaissance. Finally, ENGINEER will photograph each area
that, at the time of the site reconnaissance, ENGINEER plans to identify as a
Recognized Environmental Condition at the Property.
e. ENGINEER will review waste manifests, material safety data sheets, raw
materials inventory lists, and tenant lists for a 50-year period, if these records exist
and are made available to ENGINEER, in an effort to identify issues of
environmental relevance to the Property for that time period. Reviews of these
documents requiring more than 1 hour are beyond the scope of services of this
scope of work and will be billed on a time and expense basis.
2.3 Visual Observation of Adjoining and Surrounding Lands
ENGINEER will visually and physically observe adjoining properties from the CLIENT's
Property and public points of view in an effort to identify use of and apparent environmental
threats to the Property posed by adjoining properties. Also, ENGINEER will visually and
physically observe upgradient surrounding properties within '/4-mile of the Property, as shown on
the local USGS topographic quadrangle map. ENGINEER will perform visual observations of
surrounding properties from the Property and public points of view in an effort to identify use of
and apparent environmental threats to the Property posed by up-gradient surrounding properties
t Physically observe as used herein means we will also make note of odors that may suggest environmental impact to
the Property.
Attachment D Gilmore.doc Page 5
05/24/13
2.4 Sampling
ENGINEER will not take any samples for soil, groundwater, lead paint, asbestos, mold or vapor
intrusion analysis.
2.5 Data Evaluation and Reporting
ENGINEER will prepare a narrative report that summarizes the information obtained during the
work described in Sections 2.1 through 2.4. A separate report will be prepared for each
Property. ENGINEER will provide an electronic copy of each report. Draft copies of the
report, hard copies of the draft or final report and revisions to the final report requested by
CLIENT will be billed on a time-and-expense basis and are beyond the scope of services outlined
in this section.
2.6 Additional Services
Telephone consultation and interpretations of findings will be billed on a time-and-expense basis
and are beyond the scope of services outlined in Sections 2.1 through 2.4.
At CLIENT's request, ENGINEER will provide additional services that are beyond the scope of
services outlined in Sections 2.1 through 2.4. ENGINEER will bill time for those non-scope
services on a time-and-expense basis. ENGINEER will proceed with additional services only
upon a written notice to proceed from CLIENT. Additional services may include the following
items:
• A chain-of-title for the Property can be obtained by Burns &McDonnell for an additional
$300 PER PARCEL (additional costs will apply to large properties consisting of
multiple parcels). CLIENT must provide the full, legal address of the Property for this
search.
• Sampling of readily observable and representative suspected ACBM and analysis bulk
samples of ACBM.
• Development of an Operations and Maintenance or Management Plan that addresses the
ACBM located within the facility.
• Sampling of readily observable and representative or suspected mold.
• Design and implementation of Phase II environmental assessments to include
groundwater studies,underground storage tank management, design of subsurface testing
(borings, water, and soil analysis) and RCRA compliance programs.
• Vapor encroachment screening in accordance ASTM E2600.
3.0 CLIENT'S RESPONSIBILITY
CLIENT (User) agrees to provide the following:
Attachment D Gilmore.doc Page 6
05/24/13
1. Give prompt written notice to ENGINEER whenever CLIENT observes or otherwise
becomes aware of any development that affects the scope or timing of ENGINEER's
services.
2. Provide written and legal authorization for ENGINEER to perform services on the
Property, including right of access to the Property.
3. Describe the type of Property and type of Property transaction, for example, sale,
purchase or exchange.
4. Provide the names, addresses and roles of all parties who will rely on the Phase I ESA
report.
5. Identify the Property contact and how the contact can be reached, including the current
owner, current occupant(s) and any known past owners and occupants.
6. Provide the reason the Phase I ESA is required (see examples below). If no reason is
provided, it will be assumed that A., below, is the reason for conducting the Assessment.
A. to permit a user to satisfy one of the requirements to qualify for the landowner
liability
protections on CERCLA Act liability
B. to prepare the Property for sale
C. to evaluate the current environmental condition of the Property for its own purposes.
7. Provide the complete and correct address for the Property,
8. Provide the full legal description for the Property,
9. Provide a map or other documentation showing the Property location and boundaries,
10. Provide historic ownership or chain-of-ownership for the Property. A chain-of-ownership
for environmental purposes will be provided by the CLIENT for the Property. Data will
be provided for the period from the date of the signed agreement back to 1940 or to a
time prior to 1940 when the Property was first developed, whichever is earliest. To the
extent the information is available, leases and easements on the Property must be
included. As discussed in Item 7, the engagement of a title company or title professional
to obtain this information may be negotiated as an addition to the current scope of work
to be performed by ENGINEER, at an additional cost (Refer to Section 2.6).
11. If the CLIENT has actual knowledge of any environmental lien or AULs encumbering the
Property or in connection with the Property, it is the CLIENT's responsibility to
communicate such infoiniation to the ENGINEER.
12. If the CLIENT is aware of any specialized knowledge or experience that is material to
recognized environmental conditions in connection with the Property,the CLIENT's
responsibility to communicate any information based on such specialized knowledge or
experience to the ENGINEER.
Attachment D Gilmore.doc Page 7
05/24/13
13. Disclose whether the value of the Property has been reduced below comparable properties
due at least in part to environmental conditions associated with the Property(ENGINEER
should also be informed of the environmental condition causing the value reduction),
14. Disclose any special terms and conditions which must be agreed upon by ENGINEER,
and
15. Any other knowledge or experience with the Property that may be pertinent to
ENGINEER including, but not limited to geotechnical reports, environmental reports,
records, correspondences,plats of survey, building, grading and development plans, tax
number, current legal title holder of the Property and any other data concerning the
Property and its environmental condition.
Attachment D Gilmore.doc Page 8
05/24/13
C-25A CITY OF OMAHA
LEGISLATIVE CHAMBER
Omaha,Nebraska
RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA:
•
WHEREAS, a Professional Services Agreement with Burns and McDonnell Engineering
to perform field investigation and preliminary design work for the Gilmore Avenue Separation
Project (Phase 1) in the area of 23rd Street, known as OPW 52184, was approved by Council
Resolution No. 292 on March 6, 2012; and
WHEREAS, additional engineering services are required for final design and bid phase
services; and,
WHEREAS, Burns and McDonnell Engineering 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 to exceed $1,195,295.00, which will be
paid from the Sewer Revenue Improvements Fund 21124, CSO Control Implementation
Organization 116918; Sewer Revenue Bonds will be issued to finance this project.
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 Services
Agreement with Burns and McDonnell Engineering for final design and bid phase services on
the Gilmore Avenue Separation Project (Phase 1) in the area of 23rd Street, known as OPW
52184, is hereby approved.
BE IT FURTHER RESOLVED:
THAT, the Finance Department is authorized to pay the additional fee not to exceed
$1,195,295.00.00 for these engineering services to be paid from Sewer Revenue Improvements
Fund 21124, CSO Control Implementation Organization 116918; Sewer Revenue Bonds will be
issued to finance this project.
109 ldjr APPROVED AS TO FORM:
�� SC7z./3
AS�s h CITY ATTORNEY DATE
By
Councilmember
Adopted AUG O 201 .7-a
City Clerk
Cr
22/z1
Approved .
Mayor
NO. /4 /
Resolution by
Res. that, as recommended by the Mayor,
Amendment No. 1 to the Engineering
Services Agreement with Burns and
McDonnell Engineering for final design and
bid phase services on the Gilmore Avenue
Separation Project (Phase 1) in the area of
23`d Street, known as OPW 52184, is hereby
approved; and that, the Finance Department is
authorized to pay the additional fee not to
exceed $1,195,295.01 80" for these
engineering services to be paid from Sewer
Revenue Improvements Fund 21124, CSO
Control Implementation Organization
116918; Sewer Revenue Bonds will be issued
to finance this project.
1091Adjr
•
Presented to City Council
AUG 2..0.2013
Adopted - c'
U?uiier grown,
City Clerk