RES 2012-1204 - Agmt with Gonzalez Companies LLC for OPW 52257, 42nd St and Q St area sewer separation coy.
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4'ED FESW elitAgA, •,` i ° i
City of Omaha Robert G.Stubbe,P.E.
Jim Suttle,Mayor Public Works Director
Honorable President
and Members of the City Council,
Transmitted herewith is a Resolution approving a Professional Services Agreement with
Gonzalez Companies, LLC for field investigation through final design phase work on Project
OPW 52257, being the 42nd Street and Q Street Area Sewer Separation.
The attached agreement and resolution authorizes Gonzalez Companies, LLC to proceed with
design work which will include the field investigation and project development to the completion
of the final design phase, as detailed in Exhibit B of the Agreement.
Gonzalez Companies, LLC has agreed to perform the services in the attached agreement for a fee
not to exceed $582,199.00, as detailed in Exhibit C, which is payable from the Sewer Revenue
Improvements Fund 21124, CSO Control Implementation Organization 116918; Sewer Revenue
Bonds will be issued to finance this project.
Gonzalez Companies, LLC has filed the required Annual Contract Compliance Form CC-1, in
the Human Rights and Relations Department.
The Public Works Department requests your consideration and approval of the attached
Resolution and Agreement.
Respectfully submitted, Referred to.City Council for Consideration:
23-/
Robert G. Stubbe, P.E. Date Mayor's ffi e Date
Public Works Director
Approved as to Funding: Approved:
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Pam Spaccarotella Date H an Rights and Relations Date
1.1)'.D Finance Director Department
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Pam Spaccarotella Date Human Rights and Relations Date
"9") Finance Director Department
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reeway,which will remain in place,and the new City of Omaha Q Street Bridge over the
UPRR, being constructed on this project),the asymmetrical vertical curve is the best vertical curve that
can be constructed without reconstructing the NDOR Q Street Bridge over the Kennedy Freeway.
Project Design:
NE Board of Classifications and Standards Design Standard, Local Roads and Streets, Municipal Streets
Current ADT: 24,000
Design ADT(2035): 28,000
Design Speed:40 mph
Posted Speed: 35 mph
Percent Trucks: 5%
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PROFESSIONAL SERVICES AGREEMENT
This AGREEMENT is hereby made and entered into this day of ,2012, by
and between the City of Omaha, a municipal corporation located in Douglas County,
Nebraska(hereinafter referred to as the"CITY"), and Gonzalez Companies, LLC,(hereinafter
referred to as the "ENGINEER"), on the terms, conditions and provisions as set forth herein
below.
I. PROJECT NAME AND DESCRIPTION
OPW 52257 — 42"d and Q Street Area Sewer Separation (CSO) (hereinafter
referred to as the"PROJECT":
Field Investigations shall mean the investigation and collection of field data which may
include,but not be limited to pipeline inspection using closed circuit television(CCTV),
Study shall mean the development of the project to the 10 percent design completion
including alternatives evaluation and design criteria for the 42nd and Q Street Basin.
Preliminary design shall mean the development of the project to the 30 percent design
completion including a Basis of Design Report and 30%design drawings.
Final design shall mean the development of the project for bidding including plans,
specifications,contract documents and a Final Design Report.
Services beyond the final design phase, including bid and construction phase services
may be added by future amendment,as determined by the CITY.
II. DUTIES OF ENGINEER
A. ENGINEER is obligated to comply with applicable standards of professional care
in the performance of the services. ENGINEER agrees to perform professional
services, as set out and more fully described in the Proposal attached hereto, for
the CITY, relative to the above-referenced PROJECT, as detailed in Exhibit "B"
attached hereto. Such services shall be started within 5 calendar days after
receipt of a purchase order or notice to proceed from the CITY.
B. ENGINEER designates Kylie Wilmes whose business address and phone number
are Gonzalez Companies, LLC, 1941 S. 42"d Street, Suite 426, Omaha, NE
68105, 402-614-4468 x 307, as its project manager and contact person for this
PROJECT. A personnel change of the project manager for the PROJECT is
subject to written approval of the CITY. ENGINEER shall not maintain a project
manager that is not acceptable to the CITY.
C. ENGINEER agrees to maintain records and accounts, including personnel,
financial and property records, sufficient to identify and account for costs
pertaining to the PROJECT and certain other records as may be required by the
CITY to assure a proper accounting for all PROJECT funds. These records shall
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be made available to the CITY for audit purposes and shall be retained for a period
of five(5)years after the expiration of this AGREEMENT.
D. ENGINEER agrees to prepare a schedule of compensation, detailing hourly rates
for all compensated providers,employees,and subcontractors.
E. ENGINEER agrees to complete, by January 1,2014, the necessary services listed
as Exhibit B. The CITY recognizes that completion of the design work listed in
Exhibit B within this deadline is contingent upon timely response from utilities
and CITY or their authorized representatives.
F. ENGINEER agrees to have a current Contract Compliance form (CC-1) on file
with the CITY's Human Rights and Relations Department prior to award of the
AGREEMENT. (PLEASE NOTE THIS REQUIREMENT)
G. ENGINEER shall be responsible to the CITY for services they provide and the
services of their subcontractors. ENGINEER shall not be responsible for the acts
or omissions of other parties engaged by the CITY nor for such other parties
construction means, methods,techniques, sequences, or procedures,or their health
and safety precautions and programs.
III. DUTIES OF CITY
A. CITY designates Timothy Papstein whose phone number is (402) 444-3590 and
whose business address is Omaha Public Works Dept., Omaha/Douglas Civic
Center, 1819 Farnam St., Omaha NE 68183 as its contact person and CITY
Project Manager for this PROJECT, who shall provide a notice to proceed and
such other written authorizations as are necessary to commence and proceed with
the PROJECT and various aspects of it.
B. CITY agrees to provide access to the PROJECT site; copies of available drawings
and reports; and copies of previous sewer investigation data including but not
limited to CCTV tapes,reports,and photographs.
C. CITY agrees to provide timely review of deliverables and timely responses to
written and oral requests.
IV. COMPENSATION AND PAYMENT
A. The services as specified in the Scope of Service shall be performed by
ENGINEER, and shall be paid for by the CITY, on an hourly basis, but the total
cost of services and reimbursable expenses shall not in any event exceed
S582,199.00 (absent written explicit authorization from the CITY). A
breakdown of costs by services is included in Exhibit"C"attached hereto.
B. Reimbursable expenses shall be billed to the CITY by the ENGINEER.
C. INCREASE OF FEES
The parties hereto acknowledge that, as of the date of the execution of the
AGREEMENT, Section 10-142 of the Omaha Municipal Code provides as
follows:
"Any amendment to contract or purchases which taken alone increase the
original fee as awarded (a) by ten percent, if the original fee is one hundred
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fifty thousand dollars ($150,000) or more, or (b) by seventy-five. thousand
dollars($75,000) or more, shall be approved by the City Council in advance of
the acceptance of any purchase in excess of such limits. However, neither
contract nor purchase amendments will be split to avoid advance approval of
the City Council.
The originally approved scope and primary features of a contract or purchase
will not be significantly revised as a result of amendments not approved in
advance by the city council. The provisions of this section will be quoted in all
future city contracts. Nothing in this section is intended to alter the authority
of the mayor under section 5.16 of the Charter to approve immediate
purchases."
V. OWNERSHIP OF INSTRUMENTS OF SERVICE
The CITY acknowledges the ENGINEER's construction documents, including electronic
files, as instruments of professional service. Nevertheless, upon completion of the
services and payment in full of monies due to the ENGINEER, the final construction
documents prepared under this AGREEMENT shall become the property of the CITY.
The CITY shall not reuse at another site or make any modification to the construction
documents without the prior written authorization of the ENGINEER. 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
any damages, liabilities or costs, including reasonable attorneys' fees and defense costs,
arising from or in any way connected with the unauthorized reuse or modification of the
construction documents by the CITY,regardless of whether such reuse or modification is
for use at the PROJECT site or another site.
VI. ADDITIONAL SERVICES
ENGINEER agrees to provide additional services, if requested by the CITY, for the
completion of the PROJECT. The scope, schedule, and cost of the additional services
shall be mutually agreed upon by the CITY and the ENGINEER. ENGINEER shall not
proceed without prior written consent of the CITY.
VII. INSURANCE REQUIREMENTS
ENGINEER shall carry professional liability insurance in the minimum amount of five
hundred thousand dollars ($500,000.00) and shall carry workers' compensation insurance
in accordance with the statutory requirements of the State of Nebraska.
VIII. INDEMNIFICATION
The ENGINEER agrees, to the fullest extent permitted by law, to indemnify 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
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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.
IX. TERMINATION OF AGREEMENT
This AGREEMENT may be terminated by the CITY upon written notice to the
ENGINEER of such termination and specifying the effective date at least seven (7) days
prior to the effective date of such termination. In the event of termination, the
ENGINEER shall be entitled to just and equitable payment for services rendered to the
date of termination, reasonable subcontractor and supplier contractual obligations, and all
finished or unfinished documents, data surveys, studies, drawings, maps, models, reports
or photographs shall become,at the CITY's option, its property.
X. GENERAL CONDITIONS
A. Non-discrimination. ENGINEER shall not, in the performance of this
AGREEMENT, discriminate or permit discrimination in violation of federal or
state laws or local ordinances because of race, color, sex, age, or disability as
recognized under 42 USCS 12101 et seq. and Omaha Municipal Code section 13-
89,political or religious opinions,affiliations or national origin.
B. Captions. Captions used in this AGREEMENT are for convenience and are not
used in the construction of this AGREEMENT.
C. Applicable Laws. Parties to this AGREEMENT shall conform to all existing and
applicable city ordinances, resolutions, state laws, federal laws, and existing and
applicable rules and regulations. State of Nebraska law will govern the terms and
the performance under this AGREEMENT.
D. Interest of the City. Pursuant to Part I Charter, Article VIII, Section 8.05 of the
Home Rule Charter:
"No elected official or any officer or employee of the city shall have a financial
interest, direct or indirect, in any city contract. Any willful violation of this section
shall constitute malfeasance and shall be punishable by forfeiture of office or
position. Any violation of this section with the knowledge of the person or
corporation contracting with the city shall render the contract voidable by the
Mayor or Council."
E. Interest of the ENGINEER. The ENGINEER covenants that it presently has no
interest and shall not acquire any interest, direct or indirect, which would conflict
with the performance of services required to be performed under this
AGREEMENT; it further covenants that in the performance of this
AGREEMENT,no person having any such interest shall be employed.
F. Merger. This AGREEMENT shall not be merged into any other oral or written
agreement, lease or deed of any type. This is the complete and full agreement of
the parties.
G. Modification. This AGREEMENT contains the entire AGREEMENT of the
parties. No representations were made or relied upon by either party other than
those that are expressly set forth herein. No agent, employee or other
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representative of either party is empowered to alter any of the terms hereof unless
done in writing and signed by an authorized officer of the respective parties.
H. Assignment. The ENGINEER may not assign its rights under this AGREEMENT
without the express prior written consent of the CITY.
I. Compliance. All provisions of this AGREEMENT and the attached documents
shall be complied with as written, and no substitution or change shall be made
except upon written direction from authorized representative.
J. LB 403 Contract Provisions. - NEW EMPLOYEE WORK ELIGIBILITY
STATUS - The ENGINEER is required and hereby agrees to use a federal
immigration verification system to determine the work eligibility status of new
employees physically performing services within the State of Nebraska. A federal
immigration verification system means the electronic verification of the work
authorization program authorized by the Illegal Immigration Reform and
Immigrant Responsibility Act of 1996, 8 U.S.C. 1324a, known as the E-Verify
Program, or an equivalent federal program designated by the United States
Department of Homeland Security or other federal agency authorized to verify the
work eligibility status of a newly hired employee.
If the ENGINEER is an individual or sole proprietorship,the following applies: 1.
The ENGINEER must complete the United States Citizenship Attestation Form,
available on the Department of Administrative Services website at
www.das.state.ne.us 2. If the ENGINEER indicates on such attestation form that
he or she is a qualified alien,the ENGINEER agrees to provide the US Citizenship
and Immigration Services documentation required to verify the ENGINEER'S
lawful presence in the United States using the Systematic Alien Verification for
Entitlements (SAVE) Program. 3. The ENGINEER understands and agrees that
lawful presence in the United States is required and the ENGINEER may be
disqualified or the contract terminated if such lawful presence cannot be verified
as required by Neb. Rev. Stat. §4-108
K. Equal Employment Opportunity Clause. Annexed and made a part hereof by
reference are the equal employment provisions of this contract. All reference to
"Contractor" shall mean "ENGINEER". Refusal by the ENGINEER to comply
with any portion of this program as therein stated and described will subject the
offending party to any or all of the following penalties:
(1) Withholding of all future payments under the involved contracts to the
ENGINEER in violation until it is determined that the ENGINEER is in
compliance with the provisions of the contract;
(2) Refusal of all future bids for any contracts with the ENGINEER or any of its
departments or divisions until such time as the ENGINEER demonstrates
that they have established and shall carry out the policies of the program as
herein outlined.
Contract Compliance Ordinance No.35344,Section 10-192
Equal Employment Opportunity Clause
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were made or relied upon by either party other than
those that are expressly set forth herein. No agent, employee or other
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During the performance of this contract,the Contractor agrees as follows:
1) The ENGINEER 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 ENGINEER 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 of}; and
terminated. The ENGINEER 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 ENGINEER shall, in all solicitations or advertisements for employees
placed by or on behalf of the ENGINEER; 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 ENGINEER 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 ENGINEER'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 ENGINEER 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 ENGINEER. The purpose of this provision is
to provide for investigation to ascertain compliance with the program
provided for herein.
5) The ENGINEER 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 ENGINEER becomes involved in
or is threatened with litigation as the result of such directions by the City,
6
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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 ENGINEER 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 rides 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 ENGINEER and its subcontractors.
7) The ENGINEER 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.
L. Opinions of Probable Construction Cost. ENGINEER'S opinions of probable
construction cost,as applicable to the services provided for herein,are to be made
on the basis of ENGINEER'S experience and qualifications and represent
ENGINEER'S best judgment as an experienced and qualified professional
engineer generally familiar with the construction industry. However,since
ENGINEER has no control over the cost of labor, materials,equipment,or
services furnished by others,or over the contractor's methods of determining
prices,or over competitive bidding or market conditions,or when the PROJECT
will be constructed, ENGINEER cannot and does not guarantee that proposals,
bids,or actual construction cost will not vary from opinions of probable
construction cost prepared by ENGINEER.
M. Force Majeure. ENGINEER shall perform the requirements of this
AGREEMENT within the time limits set forth herein unless the performance is
prevented or delayed by events which constitute a force majeure. A force majeure
event is defined as any event arising from causes not reasonably foreseeable and
beyond the control of the ENGINEER which could not be overcome by due
diligence and which delays or prevents performance as required by this
AGREEMENT. Force majeure events do not include unanticipated or increased
costs of performance, changed economic or financial conditions, or failure of a
contractor to perform or failure of a supplier to deliver unless such failure is, itself,
the result of force majeure. ENGINEER'S scheduled completion date may be
adjusted to account for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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3) Description of the cause of the delay;
4) Description of the measures taken or to be taken to minimize the delay and
the time frame for the implementation of these measures;
5) A revised schedule.
N. Small and/or Emerging Small Business Participation. ENGINEER is obligated
to comply with 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, as provided in Exhibit A. All reference to "Contractor" in
Exhibit A shall mean "ENGINEER".
•
EXECUTED this I43 day of . (J'--, 2012.
:z±lej
ENG .
,(
By
ATTEST oo 5-7'400 =11A6/G 1z5-Ze-*
EXECUTED this 17 day of c.5.3 2012.
ATTEST • CITY OF OMAHA, A Municipal Corporation
/‘42f.e.�. By
City Cleik
•
APPROVED AS TO FORM: •
Deputy City Attorney
•
Revised: 5/2012
8
tunity Clause," and Section 10-
193 in every subcontract or purchase order so that such provisions will be
binding upon each subcontractor or vendor.
L. Opinions of Probable Construction Cost. ENGINEER'S opinions of probable
construction cost,as applicable to the services provided for herein,are to be made
on the basis of ENGINEER'S experience and qualifications and represent
ENGINEER'S best judgment as an experienced and qualified professional
engineer generally familiar with the construction industry. However,since
ENGINEER has no control over the cost of labor, materials,equipment,or
services furnished by others,or over the contractor's methods of determining
prices,or over competitive bidding or market conditions,or when the PROJECT
will be constructed, ENGINEER cannot and does not guarantee that proposals,
bids,or actual construction cost will not vary from opinions of probable
construction cost prepared by ENGINEER.
M. Force Majeure. ENGINEER shall perform the requirements of this
AGREEMENT within the time limits set forth herein unless the performance is
prevented or delayed by events which constitute a force majeure. A force majeure
event is defined as any event arising from causes not reasonably foreseeable and
beyond the control of the ENGINEER which could not be overcome by due
diligence and which delays or prevents performance as required by this
AGREEMENT. Force majeure events do not include unanticipated or increased
costs of performance, changed economic or financial conditions, or failure of a
contractor to perform or failure of a supplier to deliver unless such failure is, itself,
the result of force majeure. ENGINEER'S scheduled completion date may be
adjusted to account for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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•
•
EXI-IIBIT"A"
UTILIZATION OF SMALL ANI) 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 Projected
or project tasks commencement
to be perforated and completion
Name of small or date of work Agreed price with
emerging small Sli/ESL3 Percenta�e
business Address h )
R.W. 6225 N. 89tt'Ave. Surveying
Engineering & Circle, Omaha, NE 12/1/12-
Surveying, Inc. • 68134 1/31/13 $22,110 3.80
City Girl c/o Lovgren Public
Communications Marketing Group, Relations 10/1/12- $7,714 1.32
809 North 961h St., 1/1/14
•
Omaha, NE 68114
• Totals $29,824 5.12
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 arc 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 he subject to the terms of any future Professional-
service awards.
Signature /
Title—.. ,�."isito t j12_,� Date of Signing��/� -7/
• Firm or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
6
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EXHIBIT"B"
SCOPE OF SERVICES
CITY OF OMAHA PUBLIC WORKS DEPARTMENT
OPW 52257—42nd and Q Street Area Sewer Separation(CSO)
Exhibit B to the AGREEMENT between Gonzalez Companies, LLC(ENGINEER),and
the City of Omaha(CITY), for a PROJECT titled OPW 52257—42"d and Q Street Area
Sewer Separation(CSO).
. ARTICLE 1. SCOPE OF SERVICES
This AGREEMENT provides for engineering services for study, conceptual (10%)
design, preliminary (30%) design, and limited final design to separate the sanitary
sewer from the storm sewer system in the project area in the Papillion Creek South CSO
207/208 Sub-Basin. Study, conceptual, and preliminary design is to include
approximately 6,465 L.F. of 15-inch to 48-inch storm sewers and 710 L.F. of 10-inch
sanitary sewer. Limited final design is to include approximately 350 L.F. of 10-inch
sanitary sewer jack and bore.
The project area is located in the Papillion Creek South Study Basin bounded on the
north by Orchard Avenue; on the east by South 39th Street; on the south by"R" and "U"
Streets;and on the west by South 46th Street.
The study,design and construction of this PROJECT has been accelerated from the CSO
LTCP schedule to coordinate with the design and construction schedule for the City of
Omaha OPW 50079, MAPA 5057(9), CN 22279 42nd and "Q" Street Bridge
Replacement Project. The Consultant shall perform the study and preliminary
design for the entire CSO PROJECT area. The Consultant shall also provide the
final design of only the components of the CSO design that are required to be
incorporated into the Bridge Replacement project construction area or as identified
by the City. The remaining CSO area beyond the limits of the Bridge Replacement
Project will have final design completed in a subsequent project.
This PROJECT, OPW 52257 - 42"d and "Q" Street Area Sewer Separation (CSO), is
intended to provide sewer separation in the CSO 207 and 208 areas and elimination of
CSO 207 and also CSO 208 (which is downstream of CSO 207). The study area is
primarily residential bounded by local streets and bisected by the railroad corridor. The
10
l 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 he subject to the terms of any future Professional-
service awards.
Signature /
Title—.. ,�."isito t j12_,� Date of Signing��/� -7/
• Firm or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
6
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PROJECT will consist of construction of new storm and sanitary sewers and possible
abandonment of some existing pipes.
The PROJECT will expand on the recommendations presented in the Papillion Creek
South Combined Sewer Backup and Major Street Flooding Recommended Approach
Technical Memo dated April 11, 2008 (Revised) and results of Refinement Task 21,
previously made available to the ENGINEER on the Request for Proposals file transfer
protocol(FTP)site.
This contract shall include study, conceptual design (10%), and preliminary design
(30%) for the entire CSO PROJECT area including review and analysis of project related
pipeline inspection using CCTV, sewer system smoke and dye testing, and manhole
condition assessment(provided by others), per the City of Omaha standard procedures for
such field services. Topographic survey has been completed by the Bridge Replacement
Consultant along a 150-foot width centered on the 42"d Street corridor and the "Q" Street
corridor.
This contract shall also include the final design of those portions of the proposed CSO
facilities that would be affected by the construction of the Bridge Replacement project(by
others), as determined by the City following the completion of the 30% preliminary
design.
Coordination with the City of Omaha Construction Division and the Consultant
selected for final design of the Bridge Replacement will be necessary so that the fmal
design plans and specifications can be included in the Bridge Replacement PS&E
Plans (Project construction documents). The limits of the final design will generally be
along "Q" Street from South 41 s` Street to South 44th Street and along South 42"d Street
from"R" Street to"P"Street including the bridge and intersection within that area.
Preliminary design shall,at a minimum, include design to an approximate 30%completion
level and include survey of critical utility elevations, incorporation of utility mapping,
coordination of and attendance at public participation meetings, modeling of anticipated
flows, topographic survey of the PROJECT area, smoke and dye testing, manhole
inspections, horizontal alignment,vertical profile and CCTV inspection,as necessary.
The PROJECT work will be performed as part of the overall Omaha CSO/RNC Control
Program. ENGINEER will be required to comply with the written Plans, Protocols,
Procedures, Standards,and Guidance documents developed for the CSO Program.
This scope of services is organized in categories of project assumptions, project
management,and major project design tasks. Major elements of work will include:
Task 1 Project Management
Task 2 Conceptual(10%) Design
Task 3 Preliminary(30%) Design
11
or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
6
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Task 4 Final Design
Task 5 Permitting Services
Task 6 Bidding Assistance
Task 7 Additional Services
The ENGINEER shall perform all work in accordance with the CSO Program Plans,
Protocols, Procedures, Standards, and Guidance Documents listed below and subsequent
revisions:
These documents can be found on the CSO Web Portal in the following location:
http://www.oma hacsopt.com/projects/Sha red%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 05/26/2010
• Risk Management Plan 04/12/2010
• Environmental Plan April 2012
PROTOCOLS
• Sewer Separation Protocol Rev.0.01 Updated 07/30/2010
PROCEDURES
• City of Omaha Manhole and Lamping Inspection Procedure Updated 03/12/2012
Revision 3
• City of Omaha Pipeline Inspection Procedure Using Closed Updated 03/12/2012
Circuit Television Revision 3
• Public Information Procedure for CSO and RNC Projects Updated 12/12/2011
• ROW Management and Property Acquisition Procedure for(Non- Updated 09/16/2010
Federal)Projects
• Geotechnical Investigations Procedure for Sewer Separation Updated 06/30/2010
12
necessary so that the fmal
design plans and specifications can be included in the Bridge Replacement PS&E
Plans (Project construction documents). The limits of the final design will generally be
along "Q" Street from South 41 s` Street to South 44th Street and along South 42"d Street
from"R" Street to"P"Street including the bridge and intersection within that area.
Preliminary design shall,at a minimum, include design to an approximate 30%completion
level and include survey of critical utility elevations, incorporation of utility mapping,
coordination of and attendance at public participation meetings, modeling of anticipated
flows, topographic survey of the PROJECT area, smoke and dye testing, manhole
inspections, horizontal alignment,vertical profile and CCTV inspection,as necessary.
The PROJECT work will be performed as part of the overall Omaha CSO/RNC Control
Program. ENGINEER will be required to comply with the written Plans, Protocols,
Procedures, Standards,and Guidance documents developed for the CSO Program.
This scope of services is organized in categories of project assumptions, project
management,and major project design tasks. Major elements of work will include:
Task 1 Project Management
Task 2 Conceptual(10%) Design
Task 3 Preliminary(30%) Design
11
or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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Projects
• City of Omaha Smoke and Dye Testing Procedure(Revision 3) Updated 03/12/2012
• Utility Coordination Procedure Updated 08/17/2011
STANDARDS
03/15/2010
• Omaha CSO Program CAD Standards with Update 04/26/2010 With 04/26/2010
Update
• InfoWorks Modeling Standard Updated 06/24/2010
• Public Works Department Design Division Surveying Proposals 03/04/2011
Guidelines for Preparation and Presentation
• Interim Flow Monitoring Standard,Rev 0 12/30/2011
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 12/21/2009
Selection Process Guidance Document
• Private Property Investigation Guidance Updated 07/12/2010
• Sanitary Sewer Design Basis and Methodology Guidance Updated 06/27/2010
• Storm Sewer Design Basis and Methodology Guidance Updated 06/27/2010
• Sustainability Guidance Updated 01/04/2011
• Urban Design Review Board Guidance(update expected soon) Updated 12/20/2010
Notes:
1. Any documents listed above may be updated during the duration of the
project. In the event that a change is made to a document that affects the
scope of work included herein,a contract change may be required
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.
13
from"R" Street to"P"Street including the bridge and intersection within that area.
Preliminary design shall,at a minimum, include design to an approximate 30%completion
level and include survey of critical utility elevations, incorporation of utility mapping,
coordination of and attendance at public participation meetings, modeling of anticipated
flows, topographic survey of the PROJECT area, smoke and dye testing, manhole
inspections, horizontal alignment,vertical profile and CCTV inspection,as necessary.
The PROJECT work will be performed as part of the overall Omaha CSO/RNC Control
Program. ENGINEER will be required to comply with the written Plans, Protocols,
Procedures, Standards,and Guidance documents developed for the CSO Program.
This scope of services is organized in categories of project assumptions, project
management,and major project design tasks. Major elements of work will include:
Task 1 Project Management
Task 2 Conceptual(10%) Design
Task 3 Preliminary(30%) Design
11
or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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MAJOR PROJECT ASSUMPTIONS
The following assumptions regarding the SCOPE OF SERVICES are hereby agreed to by
the ENGINEER and CITY, in addition to the assumptions stated throughout this SCOPE
OF SERVICES. Changes to these or other assumptions will represent a change of scope
and may require adjustment to ENGINEER's compensation and schedule as applicable.
AGREEMENT modifications including scope, compensation, and fee shall be addressed
in accordance with the Terms of the AGREEMENT.
1. Program Management Team (PMT) is defined as the specific employees of the CITY,
CH2M HILL, INC., HDR Engineering, Inc., Lamp Rynearson and Associates, and
Lovgren Marketing Group responsible for the oversight of the CSO Program on behalf
of the CITY. PMT does not include all employees of the various CITY Departments
that will be involved in the PROJECT development.
2. ENGINEER will work directly with the PMT throughout the development of the
PROJECT.
3. Several TMs were prepared during the development of the LTCP phase of the
PROJECT. The TMs provide an overall conceptual project layout and assumptions
with respect to the PROJECT. PMT will provide an electronic copy of the TMs for
the basin.
4. PMT will provide relevant background information for the PROJECT including copies
of available quarter section drawings, record drawings, previously obtained utility
drawings, geotechnical and topographic survey reports, and documentation regarding
previous studies and investigations.
5. PMT will provide survey field books as necessary for the PROJECT development.
6. ENGINEER will provide survey field books, all survey computer data, drainage and
pipe sizing calculations, and drawings to the PMT upon completion of work if the
ENGINEER is not contracted to complete additional services associated with the
PROJECT. All data shall be provided in the applicable format for the respective plan,
protocol,procedure,standard or guidance.
•
7. PMT will identify primary points of contact within the PMT including, but not limited
to, a PMT Coordinator from the PMT's Sewer Separation Team who will be
responsible for coordination of the PROJECT for conformance with CSO Program
requirements, a PMT Compliance Team Coordinator who will oversee PROJECT
compliance with state, local and environmental requirements and compliance with the
LTCP, and a CITY Project Manager who will be responsible for coordination of the
14
ope of services is organized in categories of project assumptions, project
management,and major project design tasks. Major elements of work will include:
Task 1 Project Management
Task 2 Conceptual(10%) Design
Task 3 Preliminary(30%) Design
11
or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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PROJECT for conformance with CITY requirements that are in addition to the
requirements of the CSO Program.
8. PMT will provide, as needed, other points of contact with the PMT including, but not
limited to, utility and surveying coordinators; permitting coordinators; regulatory
agency coordinator; Hydraulics Lead; field services contact; and contacts within the
other PMT Teams (Compliance, Project Delivery, Sewer Separation, Construction
Management, Program Controls, and Assurance). The PMT will provide, as needed,
all requested information within 5 business days of written request.
9. PMT will assist in establishing lines of communication and points of contact with
other design teams for adjacent projects that are related to the PROJECT tasks.
10. CITY Project Manager shall provide for coordination with other CITY Departments
that are not a part of the PMT.
11. ENGINEER will work with the PMT to develop project specific sustainability goals in
accordance with the CSO Program Sustainability Guidance.
12. ENGINEER will be responsible for identifying and completing any additional CCTV
investigations, manhole condition assessments, and smoke & dye testing that may be
needed for completing the project design. CCTV inspection also includes cleaning of
the sewers in accordance with the Pipeline Inspection Using CCTV Procedure.
13. Green infrastructure design will be incorporated in general accordance with the Green
Solutions in Sewer Separation Guidance.The opportunities will be evaluated by CITY
staff and PMT to determine feasibility for incorporation into the final design as
determined by the CITY.
14. Community Enhancement components of the PROJECT including descriptions,
contact information, and proposed schedule will be determined by the community
during the study and conceptual design phase of this PROJECT. It is assumed that
enhancement options and opportunities will be determined by discussion with
neighborhood associations, community groups and public meetings. The
opportunities will then be evaluated by CITY staff and PMT to determine feasibility
for incorporation into the final design as determined by the CITY.
15.The ENGINEER shall, in conjunction with the PMT, review the risk items and
proposed mitigation strategies identified in the Project Delivery Plan (PDP) and
implement the risk mitigation strategy per the Sewer Separation Protocol in the
completion of the work for the Project.
15
ct
management,and major project design tasks. Major elements of work will include:
Task 1 Project Management
Task 2 Conceptual(10%) Design
Task 3 Preliminary(30%) Design
11
or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
6
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•
16. The design will meet the following items:
16.1. The design will be based on the following data analysis:
16.1.1. Assessment of previous TM's including data, Geographic Information
System (GIS) data, survey, field data, drawings, assumptions, analysis,
alignments and costs.
16.1.2. Evaluation of how the physical setting may affect the preliminary
design including utilities, soil conditions, existing street sections, and
easement needs.
16.1.3. Topographic survey performed for sanitary and storm sewer
construction and street reconstruction.
16.2. The PROJECT will be designed in general accordance with the Omaha
Regional Storm Water Design Manual. Any significant deviations from the
above must be approved by the CITY prior to preparation of plans. For storm
sewer design,perform at a minimum the following hydraulic computations:
16.2.1. Energy losses.
16.2.2. Pipe size,slope and alignment transitions.
16.2.3. Inlet capacity requirements.
16.2.4. Outlet capacity study (including boundary conditions provided by
others).
16.2.5. Sanitary sewer design will follow the City of Omaha Sanitary Sewer
Design Basis and Methodology Guidance for sanitary sewer design in
the event that the best solution is a new sanitary sewer.
16.3. ENGINEER will develop their own model or calculations to the extent
necessary to properly evaluate the proposed storm and/or sanitary sewer
system using appropriate software and current engineering design standards.
16.4. Analyze at a minimum the following construction methods and requirements
as they apply:
16.4.1.Tunneling/Trenchless Crossings.
16.4.2. Excavation Support.
16.4.3. Dewatering.
16.4.4. Foundation stabilization.
16.4.5. Construction sequencing, scheduling.
16
is assumed that
enhancement options and opportunities will be determined by discussion with
neighborhood associations, community groups and public meetings. The
opportunities will then be evaluated by CITY staff and PMT to determine feasibility
for incorporation into the final design as determined by the CITY.
15.The ENGINEER shall, in conjunction with the PMT, review the risk items and
proposed mitigation strategies identified in the Project Delivery Plan (PDP) and
implement the risk mitigation strategy per the Sewer Separation Protocol in the
completion of the work for the Project.
15
ct
management,and major project design tasks. Major elements of work will include:
Task 1 Project Management
Task 2 Conceptual(10%) Design
Task 3 Preliminary(30%) Design
11
or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
6
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h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
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16.5. Minimize utility relocation and design utility crossings with the following
considerations:
16.5.1. Field verifies critical elevations, including locations of existing
manholes, utilities, and sewer infrastructure along preferred tunnel
alignments.
16.5.2. Utility company review that includes desktop study of existing data.
16.6. Minimize permanent easement acquisition.
16.7. In collaboration with the PMT Compliance Team, incorporate permit
requirements as outlined in the Environmental Plan.
16.8. Identify easements necessary for construction in accordance with the Rights-
of-Way Management and Property Acquisition Procedure.
16.9. Incorporate design for structural and piping modifications that may be required
to existing structures or junction boxes.
16.10. Minimize inconveniences to area homes, and minimize disruption to residents,
businesses,and scheduled area events.
16.11. Investigate, address as needed, and possibly phase projects in regards to the
impacts of construction and timing on local area activities. PROJECT phasing
and sequencing will be in accordance of the overall CSO Program.
16.12. Perform quality control reviews as outlined in the Program Quality
Management Plan(QMP).
17. Additional information to be provided by CITY when requested by the ENGINEER, if
not provided in project background information:
17.1. Quarter-section maps
17.2. As-built drawings(RNC 5588)
17.3. Past Reports or Studies(request by report name and year)
18. PMT will endeavor to complete reviews of all PROJECT deliverables within a one
week time period; however, this will be dependent on workload at the time of the
submittal. Sufficient schedule float shall be included to allow a 2 week review time
when necessary. All review comments will be compiled in one document per
deliverable and will be submitted to the ENGINEER in a single standard design
review form.
17
ssion with
neighborhood associations, community groups and public meetings. The
opportunities will then be evaluated by CITY staff and PMT to determine feasibility
for incorporation into the final design as determined by the CITY.
15.The ENGINEER shall, in conjunction with the PMT, review the risk items and
proposed mitigation strategies identified in the Project Delivery Plan (PDP) and
implement the risk mitigation strategy per the Sewer Separation Protocol in the
completion of the work for the Project.
15
ct
management,and major project design tasks. Major elements of work will include:
Task 1 Project Management
Task 2 Conceptual(10%) Design
Task 3 Preliminary(30%) Design
11
or Corporate Name ((�WA Le.
1 etzI-1 S. 4-z4 STtzj'
Address s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
6
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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: Project Execution Plan; Certification of a Project Health and Safety Plan;
Quality Control Plan; monthly invoices; monthly progress reports; monthly
schedule updates;progress meeting and other meeting minutes.
Scope:
1.1. Project Management and Administration. ENGINEER to provide project
management and administrative activities including:
1.1.1. Project Management and Administration. ENGINEER shall monitor
progress and schedule and facilitate coordination of the PROJECT design
elements; Prepare monthly invoicing with estimated percentage of work
complete by contract task; prepare monthly progress reports; scope,
schedule, and budget tracking; provide staffing management and contract
administration; maintain communication with PMT; maintain Quality
Control; provide monthly PROJECT schedule updates; If not on schedule or
budget, explain reasons for deviations and mitigation plan to rectify. File
project documents on the Project page of the Program Web Portal and
provide a hard copy of all deliverables to the PMO Library.
1.1.2. Quality Control Plan (QCP). ENGINEER will prepare and implement a
QCP that is consistent with the CSO Program Quality Management Plan
(QMP). QCP should address field data QC as required in Field Services
Procedures. Maintain QCP throughout the duration of the project.
1.1.3. Project Health and Safety Plan (HSP). The ENGINEER is responsible for
the health and safety of its employees and confirming that ENGINEER's
subcontractors have a good understanding of all PROJECT health and safety
requirements. The CITY and PMT put a high value on the safety of all
personnel working on delivery of the CSO Program. ENGINEER will
develop a project specific HSP to apply to employees working on this
PROJECT. The HSP will address safety in the office, site visits, and field
investigations, shall include OWNER and PMT requirements and shall be
consistent with the CSO Program Protocols.
1.1.4. Project Execution Plan (PEP). ENGINEER will develop and maintain a
PEP in accordance with the requirements set forth in the project delivery
plan, protocols, plans, procedures, standards and guidance documents
prepared by the PMT. The PEP will include project procedures, CAD
drafting standards, GIS coordination and deliverable format requirements,
filing standards, public involvement coordination, project team organization,
18
dress s ._4•4 - / Telephone Number 42
(91 / t✓ 0)/125 • 9
for any force majeure delay only if the CITY agrees it is a
force majeure AND agrees with the schedule adjustments, which may not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
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and a detailed project schedule developed in Microsoft Project or Microsoft
Excel 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. (16) 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. The ENGINEER will identify one person from the Project
Team who will act as the singular contact throughout the PROJECT to request
information from the Utilities.
1.2.2. Agency Coordination and Permitting. Agency coordination will be
conducted in conformance with the Environmental Plan and under the
oversight of the PMT's Compliance Coordinator. Communication with the
impacted agencies will be in conformance with the Environmental Plan. The
impacted agencies may include, but are not limited to, the U.S Army Corps of
Engineers, the Nebraska Department of Environmental Quality, the Nebraska
State Historic Preservation Office, the CITY's Quality Control Division, and
the BNSF Railway Company. ENGINEER will be responsible for taking and
distributing meeting notes and incorporating Agency information into the
design of the PROJECT. Agency coordination will be conducted in
conjunction with the monthly PMT meeting.
19
not
necessarily be a one-to-one tradeoff, AND only if ENGINEER has provided the
following supporting information in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
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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. City agency coordination will be conducted in conjunction
with the monthly PMT meeting.
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. Bridge Replacement Project Coordination. ENGINEER will conduct
progress meetings with the City of Omaha Construction Division and the
Consultant selected for final design of the Bridge Replacement Project.
ENGINEER will be responsible for arranging the meeting, preparing an
agenda, conducting the meeting, and taking and distributing meeting notes.
Three (3) meetings are assumed based on the preliminary schedule. It is
assumed that these meetings will be held to discuss ENGINEER'S modeling
results with the Bridge Replacement Consultant for incorporation into their
Plan Set. One meeting will be held as a"kick-off"meeting,one meeting at the
end of Conceptual Design, and one meeting at the end of Preliminary Design.
These meetings will be coordinated with the City PM for the sewer separation
project and the City PM for the Bridge Replacement
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. Sewer Backup & Drainage Questionnaire. A questionnaire will be sent out
to all properties (and owners if different than resident) within the project
boundary,which for this project is estimated to be approximately 225 pieces of
mail Use City of Omaha standard questionnaire form available on the Program
Web Portal. The ENGINEER is responsible for developing the mailing list,
printing, and mailing the questionnaire after approval by City/PMT(responses
are to come back to CSO office).
20
on in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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1.3.1.1. The ENGINEER will create a database of responses (Excel table or
other), evaluate, follow up with phone calls to public as necessary to
clarify information,summarize,and plot on a GIS aerial map the results
of the questionnaire responses. Deliverables: Electronic & hard copy
files of the response sheets&follow-up calls, results database,and GIS
map layer. This information shall also be included in the Basis of
Design Report.
1.3.2. Conduct Stakeholder Communications. Plan and implement one-on-one
and small group meetings with impacted stakeholders (such as neighborhood
associations, businesses, schools, churches, organizations, elected officials,
community leaders in PROJECT area), PMT, and CITY agencies to coordinate
proposed improvements, green solutions, community enhancements, and
construction impacts Two(2)meetings budgeted).
1.3.3. Bridge Replacement Public Meetings. ENGINEER will attend up to 2
public meetings in conjunction with the Bridge Replacement project.
1.3.4. Develop CSO/RNC Program Public Website Content
1.3.4.1. Write PROJECT description and provide photos or exhibits to the
Program Public Facilitator (PPF) to be posted to the projects section of
the CSO Program public website.
1.3.4.2. Provide all public meeting information to the PPF per the Public
Information Procedure.
1.3.4.3. Provide a draft of any news opportunities to the PPF for coordination
with the Program media communications and provide copies of any
printed news items to be posted to the news archives on the public
website.
TASK 2—CONCEPTUAL(10%)DESIGN
Field Work and Data Acquisition
Objective: Receive and review the available project background data including any
topographic survey information, Geographic Information Systems (GIS)
information,record drawings from previous projects,quarter section drawings,
utility drawings, CCTV videos and data files, manhole condition assessment
data, smoke and dye testing data, and technical memorandum review. Identify
any field data gaps. Perform field investigations to acquire data sufficient to
complete conceptual,preliminary,and final design of the project.
Deliverables: Any figures as identified in the scope below,any additional field data gathered
under this task,and the geotechnical desktop survey.
21
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. Sewer Backup & Drainage Questionnaire. A questionnaire will be sent out
to all properties (and owners if different than resident) within the project
boundary,which for this project is estimated to be approximately 225 pieces of
mail Use City of Omaha standard questionnaire form available on the Program
Web Portal. The ENGINEER is responsible for developing the mailing list,
printing, and mailing the questionnaire after approval by City/PMT(responses
are to come back to CSO office).
20
on in a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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Scope:
2.1. Previous Reports and Studies. Obtain and review available GIS information,
Drawings and Maps of Area. Obtain and review copies of maps for the project
area including quarter section maps, record drawings, and maps from previous
studies.
2.2. CCTV Investigations. Review existing CCTV and other sewer investigation
information as requested by the ENGINEER and provided by PMT. Identify any
data gaps where additional CCTV is needed to complete 10% conceptual, 30%
preliminary and limited final design. ENGINEER shall provide a Figure once
CCTV gap locations are identified. If data gap field work is determined to be needed
and approved by the City, it will be done under the related task in Task 7 Additional
Services.
2.3. Field Verify Unusual or Unclear Pipe Conditions. ENGINEER will verify
piping arrangements at locations where unusual or unclear pipe conditions might
exist,and meet with the City of Omaha Sewer Maintenance Department personnel,
as necessary. Field investigation services will require coordination with the City's
GIS and Sewer Maintenance personnel. Approximately (10)
sites will be verified in the field.
2.4. Sewer Backup and Street Flooding Backup Review. Obtain and review
previous reports and studies, maintenance reports, rain related sewer back-up
information, and Sewer Back-up and Street Flooding Recommended Approach
TM for study area.
2.5. Topographic Survey. Perform topographic survey of the project area. It is
anticipated that topographic survey will provide manhole rim elevation
information at a minimum, to support the conceptual design. Survey shall be
performed in accordance with Survey Standards. This will include rim elevations
at 10 total structures, and time to account for processing of the existing
topographic obtained from the field work.
2.6. Geotechnical Desktop Survey. Perform geotechnical desktop survey of existing
soils information available to help evaluate conceptual design of the project
components. A geotechnical desktop survey report shall be prepared and will
discuss the general soil conditions underlying the site; and present the relevant
engineering properties of the existing soils. Review any geotechnical information
and reports prepared in conjunction with the transportation/bridge replacement
project. If additional geotechnical information is required the services can be
included in Task 3.
2.7. Manhole Condition Assessment. Review existing manhole condition assessment
field data provided by City and PMT. Identify any data gaps where additional
Manhole Condition Assessment is needed to complete 10% conceptual, 30%
preliminary and limited final design. ENGINEER shall provide a Figure once
Manhole Condition Assessment gap locations are identified. If data gap field work
is determined to be needed and approved by the City, it will be done under the related task
in Task 7 Additional Services.
22
a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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2.8. Smoke and Dye Testing. Review existing smoke and dye testing field data
provided by City and PMT. Identify any data gaps where additional Smoke and
Dye testing is needed to complete 10% conceptual, 30% preliminary, and limited
final design. ENGINEER shall provide a Figure once Smoke and Dye Testing gap
locations are identified. If data gap field work is determined to be needed and approved
by the City,it will be done under the related task in Task 7 Additional Services.
2.9. Existing Infrastructure Condition. Obtain and review information on existing
infrastructure condition in the project area that may influence placement of
utilities.(Road condition assessment,surface structures, overhead utilities,etc.)
2.10. Storm Inlets.Review existing inlet field data provided by City and PMT. Identify
any data gaps where additional Inlet field location is necessary. ENGINEER shall
provide a Figure once Storm Inlet gap locations are identified. if data gap field
work is determined to be needed and approved by the City, it will be done under the
related task in Task 7 Additional Services.
2.11. Environmental Data Resources, Inc. Report. Review the Environmental Data
Resources, Inc (EDR) report provided by the PMT and other available
information. The review of the EDR report and other readily available information
will consist of identifying sites of environmental concern noted in the EDR report
which are located within and adjacent to the project area. This information will be
used to identify potential future soil borings requiring environmental analysis.
2.12. City/County Coordination. Field investigation services may require
coordination with the City/County GIS Department and Sewer Maintenance
personnel.
ESTABLISH SANITARY AND STORM SEWER PRELIMINARY NETWORKS
Objective: This task will include preliminary development of a network for the future
sanitary sewer system and storm sewer system. The preliminary network will
be based on desktop design calculations as outlined in the Sanitary and Storm
Sewer Design Basis and Methodology Guidance documents. Calculations
will be based on data collected from Field Investigations and CITY records.
The sanitary network will include combined to sanitary, existing sanitary, and
new sanitary. The storm sewer network will include combined to storm,
existing storm and new storm sewer.
Deliverables: Sanitary and storm sewer network layers in GIS format to be presented at a
progress meeting.
Scope:
2.13. Sanitary and Storm Sewer Designations. Utilizing the Sanitary and Storm
Sewer Design Basis and Methodology Guidance documents, determine the
appropriate future use of combined sewer segments. The goal is to maximize the
existing collection system piping in developing the separate systems. Further
23
tified. If data gap field work
is determined to be needed and approved by the City, it will be done under the related task
in Task 7 Additional Services.
22
a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
6
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refinement of the sewer network including refining pipe sizes will be conducted
during the modeling and calculation tasks.
2.14. New Storm Sewer Locations. Areas will be established that require storm sewer
service based on the CITY Guidance documents. Special care will be made for
combined sewers that will become storm sewers. Storm sewers from the Street
and Bridge Improvements Project will be added to the system.
2.15. New Inlet Locations and Inlets To Be Abandoned. Based on CITY Guidance
documents, sewer inlets will be located for new storm sewers. Existing inlets that
will no longer be in service, i.e.,abandoned,will also be identified.
2.16. New Sanitary Sewer Locations. Areas will be established that require
installation of new sanitary sewers. This will mostly occur in areas that combined
sewer is converted to storm sewers. The size of the sanitary sewers will be based
on CITY Guidelines.
2.17. Preliminary GIS Sanitary Sewer and Storm Sewer Network. In GIS, sanitary
sewer and storm sewer networks will be established. These conceptual design GIS
layers will be presented at progress a progress meeting and revised during
modeling and calculation tasks. A check will be made to identify and correct pipe
size discrepancies (i.e.; larger pipe upstream of smaller pipe), elevation
discrepancies, inadequate depth of cover,and inadequate separation of overlapping
storm and sanitary sewers.
Sanitary Sewer Modeling and Storm Sewer Hydrologic and Hydraulic Modeling and
Calculations
Objective: This task consists of developing two models. A sanitary model will be
developed by expanding upon the previous model and developing a more
detailed model for the Basin. A storm sewer model will be developed in XP-
SWMM. Hydrologic and hydraulic calculations will be conducted for the
project study area for the proposed storm sewer system.
Deliverables: The key deliverables will be hydrologic and hydraulic calculations and model
files that support the proposed capacities for the project study area. Sanitary
and Stormwater modeling will be performed for the area tributary to the
project area using existing data where no topographic survey is included in the
scope of services, however manholes and inlets will be surveyed for location
and elevation information where included in the scope of services. Other
deliverables include Hydrologic and Hydraulic Modeling Approach TM;
Updated Digital Model Files and Outputs.
Scope:
24
g.
Scope:
2.13. Sanitary and Storm Sewer Designations. Utilizing the Sanitary and Storm
Sewer Design Basis and Methodology Guidance documents, determine the
appropriate future use of combined sewer segments. The goal is to maximize the
existing collection system piping in developing the separate systems. Further
23
tified. If data gap field work
is determined to be needed and approved by the City, it will be done under the related task
in Task 7 Additional Services.
22
a timely manner:
1) Notification to the CITY as soon as it is found that a schedule item will be
missed or delayed;
2) Estimate of the anticipated length of delay, including any demobilization
or remobilization of contractors,subcontractors,or equipment;
7
irections by the City,
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2.18. Previous PMT Models and Reports. Obtain and review previous models and
reports developed by the PMT. Review pertinent existing information including
drawings, flow data,and reports related to the project study area.
2.19. H&H Modeling Approach TM. Prepare a Hydrologic and Hydraulic Modeling
Approach TM that summarizes the ENGINEER's modeling approach to support
the PROJECT's sanitary and stormwater infrastructure design. Conduct a meeting
with the PMT Hydraulics Lead at the beginning of the TM preparation to discuss
proposed modeling approach. This will be held during a monthly PMT meeting.
The TM shall briefly summarize the review conducted in Task 2.18. The TM shall
include discussion of modeling assumptions, strategies, and software to be used.
InfoWorks CS has been used by the CITY to model the combined and sanitary
sewer system, including hydrology in the area. XP-SWMM, HEC-HMS,
HydroCAD, or other software, may be approved for design or comparison as
indicated by the PROJECT data needs to model the H&H response of the existing
and proposed sewer systems. The TM should make clear which software is to be
used for the PROJECT. It is not intended for the TM to repeat detailed
information found in other reports nor to provide a lengthy narrative, but rather to
provide a clear direction for the modeling work and a concise description of
pertinent details to promote understanding and provide documentation. The
rationale for deviation from any previous modeling assumptions should be made
clear in the TM. The TM must also address the issues listed below. A draft TM
shall be submitted to the CITY and PMT for review. Comments will be addressed
by the ENGINEER and a final version of the TM submitted.
The model will be utilized to determine peak flow and volume from separated
drainage areas and pipeline hydraulics. At a minimum,the 2- and 10-year design
events will be simulated to determine the appropriate sizing for the conveyance
sewers. Design event durations that approximate the study basin's time of
concentration should be selected. Design event depths and hyetograph
distributions should be specified in the TM.
Subcatchment boundaries will align with those in the most recent master
InfoWorks model for the CSO Program, except in cases where the watershed and
combined/sanitary sewer shed do not convey flow in the same direction. It is
expected that subdivision of the subcatchments from InfoWorks to inlet-level
subcatchments will be necessary to attain the degree of accuracy in hydrologic
calculations necessary to support design efforts. Deviations from this approach, if
any, are to be clearly discussed in the TM and approved by the CITY and PMT.
Hydrologic modeling will need to be detailed enough to address the complexity of
simulating a 10-year storm. Subcatchments that are small in area, modeling of
inlets, and similar details will need to be added. The downstream facility sizes
may be sensitive to peak flow rates, so the shapes of the hydrographs need to be
accurate for all storms modeled.
Existing pipe infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
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include any updates to the existing pipe infrastructure information found during
the field investigations.
Unless directed otherwise by the City, new stormwater pipe design will be based
on the Omaha Regional Storm Water Design Manual criteria. New stormwater
piping that is included in the model will reflect that criteria.
2.20. Sanitary Sewer and Storm Sewer Hydrologic and Hydraulic Modeling and
Calculations. Employ the approach outlined in the Hydrologic and Hydraulic
Modeling Approach TM to conduct the hydrologic and hydraulic calculations.
Prepare the hydraulic calculations for the proposed storm sewer system based on
the initial system layout, pipe sizes, and invert elevations. The calculations are to
be developed in accordance with the Storm Sewer Design Basis and Methodology
Guidance. Prepare and submit a hydrologic and hydraulic TM discussing results of
modeling and the calculations.
2.20.1. Create Sanitary and Storm Sewer Model Network. Utilizing the
sanitary and storm sewer preliminary network developed in Task 3A, a
model network for sanitary and storm sewers will be created. Sanitary
sewer modeling will include all sewers in the proposed network. Storm
sewer modeling will be at the subcatchment level but will not include
all inlets.
2.20.2. Develop Sanitary and Storm Sewer Subcatchments. For the sanitary
sewer modeling, utilize the preliminary sanitary sewer network and
known property connections to the sewer system to establish
subcatchments. Assign subcatchments to node locations in the sanitary
sewer model. For the storm sewer modeling, utilize the most recent
CITY Lidar(2-ft Contour) information and establish subcatchments for
the storm sewer model. Assign subcatchments to node locations in the
models. For the storm sewer model and for each subcatchment,
determine the percent impervious from GIS data. The percent
impervious will be added to the model.
2.20.3. Establish Design Flows for Sanitary and Storm Models. For the
sanitary sewer model,design flows will be based on CITY Guidelines
for peak design flows. For the storm sewer modeling,design flows
will be based on CITY Guidelines for the design storm.
2.20.4. Design Storm Runs of Sanitary and Storm Sewer Models. The
storm sewer model will be run for a 2-year design storm event and then
for a 10-year design storm event. Unless directed otherwise by the
City, sewers that do not meet a 2-year design flow capacity will be
upsized to meet the 10-year design flow requirements. The sanitary
sewer model will be run for design conditions. Sewers that do not meet
the design flow requirements will be identified and upsized to meet the
design flows. The model results will be compared to any established
problem areas from the Field Investigation data. Known major sources
of I/I (i.e.;downspouts,area drains)will be simulated in the model.
The impact of these I/I sources will be determined. The Conceptual
Design will approach I/I source removal from a capacity basis only,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
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and no cost-effective analyses will be conducted. A total of 2 model
runs will be conducted to evaluate the level of I/I removal.
2.20.5. Improve Sanitary and Storm Sewer System Flow Dynamics. To
establish better flow hydraulics,the models will be run with various
replacement or parallel sewer arrangements. Based on the results of
this analysis,parallel and replacement sanitary and/or storm sewers will
be established.
2.21. Evaluate Downstream Impacts. A system capacity evaluation will be conducted
to determine if the downstream sewer system has available capacity to transport
the CSO 207 and 208 project area sanitary flow.
2.21.1. Review of Past Model Results. A review will be conducted on the
results of past model runs conducted for the CITY to evaluate the
impact of the CSO 207 and 208 project area on the downstream system.
2.21.2. Incorporate CSO 207 and 208 Project Area Model Into Overall
System Model from PMT. The most current CITY InfoWorks flow
model will be acquired from the PMT. The CSO 207 and 208 project
area model will be added to the CITY model to analyze downstream
conditions.
2.21.3. Establish Downstream Sewer Limitations and Resulting Flow
Impacts. The model will be run to determine the impact of the
resulting sanitary sewer flows from the CSO 207 and 208 project area.
Overloaded downstream interceptors that are affected by the basin
flows will be identified. Needed replacement sewers will be identified.
The additional flows added by the CSO 207 and 208 project area will
be determined.
2.22. Sanitary and Storm Sewer Modeling and Calculation Results. A summary
plan will be developed that will include a resulting storm and sanitary sewer
system as well as a construction phasing plan. The Sanitary and Storm Sewer
Model will be submitted to the CITY and PMT for review.
2.23. Sanitary and Storm Sewer Model Review. A review will be held during a
monthly progress meeting to discuss the Sanitary and Storm Sewer Modeling
results. The Models will be modified based on comments and responses. A final
Sanitary and Storm Sewer Model and updated digital model with output file will
be submitted. The resulting plan will be included in the Final TM.
2.24. Sanitary and Storm Sewer GIS Layer Revision. The conceptual design sanitary
and storm sewer GIS layers will be updated to include the modeling results. A
check will be made to identify and correct pipe size discrepancies(i.e.; larger pipe
upstream of smaller pipe), elevation discrepancies, inadequate depth of cover, and
inadequate separation of overlapping storm and sanitary sewers.
Establish I/I Removal, Sanitary and Storm Sewer Rehabilitation and Maintenance
Needs
27
ults will be compared to any established
problem areas from the Field Investigation data. Known major sources
of I/I (i.e.;downspouts,area drains)will be simulated in the model.
The impact of these I/I sources will be determined. The Conceptual
Design will approach I/I source removal from a capacity basis only,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
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Objective: Inflow and Infiltration (VI) sources identified during the field investigations
will be recommended for removal based on a capacity analysis. In addition,
structural repairs to sanitary and storm sewer structures and conduits that were
inspected in the system will be determined. For parts of the CSO 207 and 208
Project Area that have not been inspected,a projection of structural repairs and
I/I sources will be made. It is the intent of this PROJECT to establish a
separated system that is in good working order and that will have a long term
useful life expectancy.
Deliverables: Analysis of system defects and VI sources and identification of sewer
components that require repair to be presented at progress meetings.
Scope:
2.25. I/I Source Removal. The UI sources identified to be removed based on model
results will be listed in priority order. Included in the listing will be public sector
I/I sources and private sector I/I sources.
2.26. Manhole Repairs. Review manhole inspection records from field investigations
from others and identify needed repairs. Needed repairs will be based on
extending the useful life of the structure or eliminating excessive VI from the
structure. Excessive VI sources to be recommended for removal will be agreed to
during progress meeting discussions. A list of manhole repairs will be developed.
A recommended repair method for the identified defects will be developed.
2.27. Storm and Sanitary Conduit Repairs. Line segments televised during field
investigations by others will be analyzed and those requiring repair will be
established. Needed repairs will be based on extending the useful life of the
conduit or eliminating excessive UI from the conduit. Excessive I/I sources to be
recommended for removal will be agreed to during progress meeting discussions.
A list of storm and sanitary repairs will be developed.
2.28. Maintenance Needs Identification. Based on field investigation observations by
others,determine and list needed maintenance improvements in the basin.
Green Infrastructure Evaluation
Objective: This task will consist of developing and refining green infrastructure concept
plans identifying types of Stormwater Best Management Practices(BMPs)and
potential locations throughout the basin that may reduce stormwater runoff
volumes entering the sewer system, improve storm water quality, and are cost
effective.
Deliverables: Green Infrastructure Plan TM •
28
pipe size discrepancies(i.e.; larger pipe
upstream of smaller pipe), elevation discrepancies, inadequate depth of cover, and
inadequate separation of overlapping storm and sanitary sewers.
Establish I/I Removal, Sanitary and Storm Sewer Rehabilitation and Maintenance
Needs
27
ults will be compared to any established
problem areas from the Field Investigation data. Known major sources
of I/I (i.e.;downspouts,area drains)will be simulated in the model.
The impact of these I/I sources will be determined. The Conceptual
Design will approach I/I source removal from a capacity basis only,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
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V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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Scope:
2.29. Review Existing Green Infrastructure Data. Review any previous green
infrastructure concept plans developed for the Basin. Review available GIS layers
and mapping depicting topography, aerial mapping, land use and zoning to
determine potential green solution locations.
2.30. Potential Green Infrastructure Locations. Based on a review of the collected
information, potential green infrastructure areas will be listed and then visited.
Locations for green infrastructure will include Hitchcock Park Lake.
2.31. Green Infrastructure Pre-Screening Review. Conduct a pre-screening review
of candidate green infrastructure locations and localized BMP's with CITY and
PMT staff. The pre-screening effort will identify potentially feasible green
infrastructure to be further evaluated by the ENGINEER.
2.32. Further Development of Candidate Green Infrastructure. Based on the
number of green infrastructure possibilities, a review of each potential site will be
made and evaluations performed by the ENGINEER. The review may include the
ability to bring stormwater flows to the Hitchcock Park Lake.
2.33. Draft Green Infrastructure TM. Prepare a draft Green Infrastructure TM, per
the Green Solutions Guidance. The draft Green Infrastructure Technical
Memorandum shall include the proposed green infrastructure elements identified
as feasible during pre-screening task for the project study area. Concept-level
landscape renderings and an OPC will be developed for green solutions.
2.34. Green Infrastructure TM Review. Review the draft Green Infrastructure TM
with the CITY and PMT and prepare meeting minutes.
2.35. Final Green Infrastructure TM. The review comments from the PMT and the
CITY staff will be addressed and the final Green Infrastructure Technical
Memorandum will be submitted.
Conceptual Design (10%)Documents
Objective: Prepare a conceptual design of the proposed sewer separation systems with
GIS based concept drawings, including development of the pipe sizing
necessary for the proposed storm sewer system (new pipe or existing separated
sewer pipe,or a combination of both).
29
ns identifying types of Stormwater Best Management Practices(BMPs)and
potential locations throughout the basin that may reduce stormwater runoff
volumes entering the sewer system, improve storm water quality, and are cost
effective.
Deliverables: Green Infrastructure Plan TM •
28
pipe size discrepancies(i.e.; larger pipe
upstream of smaller pipe), elevation discrepancies, inadequate depth of cover, and
inadequate separation of overlapping storm and sanitary sewers.
Establish I/I Removal, Sanitary and Storm Sewer Rehabilitation and Maintenance
Needs
27
ults will be compared to any established
problem areas from the Field Investigation data. Known major sources
of I/I (i.e.;downspouts,area drains)will be simulated in the model.
The impact of these I/I sources will be determined. The Conceptual
Design will approach I/I source removal from a capacity basis only,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
6
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d R d N -C U m ° J
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r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
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V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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Q i! 1
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p •` C a 9 C_
m a. w Q coJ
Deliverables: Alignment analysis and Conceptual Plan Drawings to clarify the proposed
separation plan. The analysis shall include alternatives, new storm sewers,new
sanitary sewers,minimum and maximum velocities in new and existing lines
and similar data.
Scope:
2.36. Conceptual Drawings. Prepare conceptual level drawings of the proposed
sanitary and storm sewers at an appropriate scale to show the level of detail
required. These drawings should have enough detail to show the proposed
separation plan. Drawings shall include currently available utility information and
conceptual manhole invert elevations and pipe slopes and green solutions layout
drawings. Drawings shall be developed for sewer separation including converted
and new sanitary and storm sewer systems. Include in the drawings will be
combined sewer converted to sanitary sewer, combined sewer converted to storm
sewer, new sanitary sewer and new storm sewer. Storm sewer system pipe layout
shall be based on the Omaha Regional Stormwater Design Manual.
2.37. Assign Pipe Sizes and Inverts. Assign initial pipe sizes and inverts based on the
results of the hydrologic and hydraulic calculations.
2.38. System Refinement. Review the proposed system for conflicts with existing
utilities, routing limitations, and constructability issues. Adjust the proposed
storm and sanitary sewer system as necessary to eliminate conflicts including
selecting and evaluating alternate alignments; revising inlet locations; and
adjusting pipe inverts. Verify hydraulic performance of selected pipe sizing and
pipe slopes.
2.39. Sanitary and Sewer Rehabilitation Schedules. Sanitary and storm sewer
rehabilitation schedules and associated location maps will be developed. The
rehabilitation schedules will identify the location of repairs recommended in the
manhole structure or sewer pipe conduit.
Conceptual(10%)Basis of Design Technical Memorandum
Objective: This task consists of preparing a Conceptual Basis of Design Technical
Memorandum for the project study area summarizing the findings,calculations
and assumptions developed in these tasks. Prepare Conceptual level plan
sheets.
30
Stormwater Best Management Practices(BMPs)and
potential locations throughout the basin that may reduce stormwater runoff
volumes entering the sewer system, improve storm water quality, and are cost
effective.
Deliverables: Green Infrastructure Plan TM •
28
pipe size discrepancies(i.e.; larger pipe
upstream of smaller pipe), elevation discrepancies, inadequate depth of cover, and
inadequate separation of overlapping storm and sanitary sewers.
Establish I/I Removal, Sanitary and Storm Sewer Rehabilitation and Maintenance
Needs
27
ults will be compared to any established
problem areas from the Field Investigation data. Known major sources
of I/I (i.e.;downspouts,area drains)will be simulated in the model.
The impact of these I/I sources will be determined. The Conceptual
Design will approach I/I source removal from a capacity basis only,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
6
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d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
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• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
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E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
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r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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Q i! 1
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F.- a) y d 'O d .- N M a CO CO Is- CO 00 ,c- N M V En CO t` CO O)
p •` C a 9 C_
m a. w Q coJ
Deliverables: The key deliverables will be the Conceptual Basis of Design Technical
Memorandum and the conceptual level plan sheets which shall include, at a
minimum,the items identified in the 10 Percent Deliverables Guidance.
Scope:
2.40. Conceptual Opinion of Probable Cost. Prepare a conceptual level Opinion of
Probable Cost(OPC)based on the conceptual layout and basis of design. The OPC
is to be developed in accordance with the Sewer Separation Cost Estimate
Template Guidance.
2.41. Phasing Plan. A plan will be developed to implement the improvements to the
basin. The recommended plan will be developed to conduct the projects in phases
to complement the Street and Bridge Improvements Project.
2.42. Conceptual Basis of Design TM. Prepare a draft Conceptual Basis of Design
Technical Memorandum, to summarize the results of the Sewer Back-up
Questionnaire, the collection of the field data, the processing of the data, the
QA/QC performed on the data, and issues or problems observed, the validation of
the existing system problems, causes of sewer back-ups, and proposed solutions,
the development of the conceptual plans, recommendations for future use of the
existing sewer system including hydrologic and hydraulic calculations, system
sizing, summary of green solutions evaluation and preliminary screening, utility
coordination, neighborhood coordination, agency coordination, OPC, and
recommendations for preliminary design. Submit draft Conceptual Basis of Design
Technical Memorandum to the PMT for distribution of review plans to the
appropriate CITY departments,agencies, utilities and other parties.
2.43. Utility Coordination Meeting. ENGINEER shall conduct a utility coordination
meeting coordinated with the PMT and per the Utility Coordination Procedure to
review the proposed separation plan and identify impacts to existing utilities.
ENGINEER shall prepare and distribute meeting minutes.
2.44. Final Conceptual Basis of Design TM. Finalize TM. Attend one review meeting
with the City and PMT. ENGINEER shall take and distribute meeting notes.
Revise TM to incorporate review comments. Prepare memo to address review
comments that were not incorporated and summarize how the issue was
reconciled. Submit the final TM and drawings to the PMT.
TASK 3—PRELIMINARY(30%)DESIGN
Field Work and Data Acquisition
31
effective.
Deliverables: Green Infrastructure Plan TM •
28
pipe size discrepancies(i.e.; larger pipe
upstream of smaller pipe), elevation discrepancies, inadequate depth of cover, and
inadequate separation of overlapping storm and sanitary sewers.
Establish I/I Removal, Sanitary and Storm Sewer Rehabilitation and Maintenance
Needs
27
ults will be compared to any established
problem areas from the Field Investigation data. Known major sources
of I/I (i.e.;downspouts,area drains)will be simulated in the model.
The impact of these I/I sources will be determined. The Conceptual
Design will approach I/I source removal from a capacity basis only,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
6
_ E U dyy o C) (-
d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
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C E° '5 2 n c Q' ° `d d •d
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• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
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E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
0 c N •- Q O co y aci 3 En co E d CO CO Q o c a Qp
r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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p •` C a 9 C_
m a. w Q coJ
Deliverables: Alignment analysis and Conceptual Plan Drawings to clarify the proposed
separation plan. The analysis shall include alternatives,new storm sewers,new
sanitary sewers,minimum and maximum velocities in new and existing lines
and similar data.
Scope:
2.36. Conceptual Drawings. Prepare conceptual level drawings of the proposed
sanitary and storm sewers at an appropriate scale to show the level of detail
required. These drawings should have enough detail to show the proposed
separation plan. Drawings shall include currently available utility information and
conceptual manhole invert elevations and pipe slopes and green solutions layout
drawings. Drawings shall be developed for sewer separation including converted
and new sanitary and storm sewer systems. Include in the drawings will be
combined sewer converted to sanitary sewer, combined sewer converted to storm
sewer, new sanitary sewer and new storm sewer. Storm sewer system pipe layout
shall be based on the Omaha Regional Stormwater Design Manual.
2.37. Assign Pipe Sizes and Inverts. Assign initial pipe sizes and inverts based on the
results of the hydrologic and hydraulic calculations.
2.38. System Refinement. Review the proposed system for conflicts with existing
utilities, routing limitations, and constructability issues. Adjust the proposed
storm and sanitary sewer system as necessary to eliminate conflicts including
selecting and evaluating alternate alignments; revising inlet locations; and
adjusting pipe inverts. Verify hydraulic performance of selected pipe sizing and
pipe slopes.
2.39. Sanitary and Sewer Rehabilitation Schedules. Sanitary and storm sewer
rehabilitation schedules and associated location maps will be developed. The
rehabilitation schedules will identify the location of repairs recommended in the
manhole structure or sewer pipe conduit.
Conceptual(10%)Basis of Design Technical Memorandum
Objective: This task consists of preparing a Conceptual Basis of Design Technical
Memorandum for the project study area summarizing the findings,calculations
and assumptions developed in these tasks. Prepare Conceptual level plan
sheets.
30
ncorporated and summarize how the issue was
reconciled. Submit the final TM and drawings to the PMT.
TASK 3—PRELIMINARY(30%)DESIGN
Field Work and Data Acquisition
31
effective.
Deliverables: Green Infrastructure Plan TM •
28
pipe size discrepancies(i.e.; larger pipe
upstream of smaller pipe), elevation discrepancies, inadequate depth of cover, and
inadequate separation of overlapping storm and sanitary sewers.
Establish I/I Removal, Sanitary and Storm Sewer Rehabilitation and Maintenance
Needs
27
ults will be compared to any established
problem areas from the Field Investigation data. Known major sources
of I/I (i.e.;downspouts,area drains)will be simulated in the model.
The impact of these I/I sources will be determined. The Conceptual
Design will approach I/I source removal from a capacity basis only,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
6
_ E U dyy o C) (-
d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
E ° c
C E° '5 2 n c Q' ° `d d •d
lL N▪ O C m C `C E°i 7 _(CO d Q U U co
• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
L C a O = N co c0 O O CO d U d -.LC U d \
E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
0 c N •- Q O co y aci 3 En co E d CO CO Q o c a Qp
r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
O J e- -1 Q Q (L' N Q <L Q LL C7 m Eo m $ Q d U' 2 Cn Q _ Q U Q _ 0 Q 0 p
Q i! 1
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m 0 _CO d _
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F.- a) y d 'O d .- N M a CO CO Is- CO 00 ,c- N M V En CO t` CO O)
p •` C a 9 C_
m a. w Q coJ
Deliverables: The key deliverables will be the Conceptual Basis of Design Technical
Memorandum and the conceptual level plan sheets which shall include, at a
minimum,the items identified in the 10 Percent Deliverables Guidance.
Scope:
2.40. Conceptual Opinion of Probable Cost. Prepare a conceptual level Opinion of
Probable Cost(OPC)based on the conceptual layout and basis of design. The OPC
is to be developed in accordance with the Sewer Separation Cost Estimate
Template Guidance.
2.41. Phasing Plan. A plan will be developed to implement the improvements to the
basin. The recommended plan will be developed to conduct the projects in phases
to complement the Street and Bridge Improvements Project.
2.42. Conceptual Basis of Design TM. Prepare a draft Conceptual Basis of Design
Technical Memorandum, to summarize the results of the Sewer Back-up
Questionnaire, the collection of the field data, the processing of the data, the
QA/QC performed on the data, and issues or problems observed, the validation of
the existing system problems, causes of sewer back-ups, and proposed solutions,
the development of the conceptual plans, recommendations for future use of the
existing sewer system including hydrologic and hydraulic calculations, system
sizing, summary of green solutions evaluation and preliminary screening, utility
coordination, neighborhood coordination, agency coordination, OPC, and
recommendations for preliminary design. Submit draft Conceptual Basis of Design
Technical Memorandum to the PMT for distribution of review plans to the
appropriate CITY departments,agencies, utilities and other parties.
2.43. Utility Coordination Meeting. ENGINEER shall conduct a utility coordination
meeting coordinated with the PMT and per the Utility Coordination Procedure to
review the proposed separation plan and identify impacts to existing utilities.
ENGINEER shall prepare and distribute meeting minutes.
2.44. Final Conceptual Basis of Design TM. Finalize TM. Attend one review meeting
with the City and PMT. ENGINEER shall take and distribute meeting notes.
Revise TM to incorporate review comments. Prepare memo to address review
comments that were not incorporated and summarize how the issue was
reconciled. Submit the final TM and drawings to the PMT.
TASK 3—PRELIMINARY(30%)DESIGN
Field Work and Data Acquisition
31
Deliverables: Green Infrastructure Plan TM •
28
pipe size discrepancies(i.e.; larger pipe
upstream of smaller pipe), elevation discrepancies, inadequate depth of cover, and
inadequate separation of overlapping storm and sanitary sewers.
Establish I/I Removal, Sanitary and Storm Sewer Rehabilitation and Maintenance
Needs
27
ults will be compared to any established
problem areas from the Field Investigation data. Known major sources
of I/I (i.e.;downspouts,area drains)will be simulated in the model.
The impact of these I/I sources will be determined. The Conceptual
Design will approach I/I source removal from a capacity basis only,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
6
_ E U dyy o C) (-
d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
E ° c
C E° '5 2 n c Q' ° `d d •d
lL N▪ O C m C `C E°i 7 _(CO d Q U U co
• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
L C a O = N co c0 O O CO d U d -.LC U d \
E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
0 c N •- Q O co y aci 3 En co E d CO CO Q o c a Qp
r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
O J e- -1 Q Q (L' N Q <L Q LL C7 m Eo m $ Q d U' 2 Cn Q _ Q U Q _ 0 Q 0 p
Q i! 1
551 6 a E
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p •` C a 9 C_
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Objective: Perform field investigations to acquire data sufficient to complete 30% design
of the Project. Collected data will supplement field investigation results
obtained during the field investigation and conceptual design phases of the
project.
Deliverables: Survey Data(both filed books and electronic)
Geotechnical Report
Scope:
3.1. Topographic Survey. Perform a site survey in sufficient detail to prepare
construction documents. The survey shall follow the proposed pipe routing
defined in conceptual design. Survey for the sewers within the neighborhood shall
extend from the street centerline to the house. The survey of the route through
undeveloped areas shall extend 50 feet on each side of the proposed centerline.
Survey shall be performed in accordance with the Public Works Department
Design Division Survey Standards. Survey field book and survey digital data shall
be given to the CITY upon completion of final design. Features include edge of
pavement, edge of gravel, culverts, pipes, boxes, structures, drives, fences, and
utilities, trees and landscaping will be located in the improved areas. See Figure 1
for limits of topographic survey area.
3.2. Utility Input into CADD. Based on information obtained from the utilities at the
Utility Coordination Meeting, input utility locations into CADD not picked up by
the topographic survey.
3.3. Subsurface Utility Exploration. Perform Subsurface Utility Exploration (SUE)
for key utilities based on information obtained from the utility companies. An
allowance of 5 individual potholes of SUE work is included for areas that are not
performed by the utilities themselves. A cost allowance of$960 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.
3.4. Geotechnical Investigations. Based on the Geotechnical Desktop Survey in Task
2.6 and review of existing geotechnical investigation reports provided by the City
and PMT, identify any areas where additional geotechnical investigation is needed
to complete preliminary 30% design (full area) and final design (limited area).
Perform subsurface exploration in accordance with the Geotechnical Investigation
Procedure for Sewer Separation Projects. This geotechnical investigation will
include(10)test borings located at critical locations and spaced at roughly 600 feet
intervals. The boring locations will be adjusted based on equipment access, site
conflicts, utility clearance issues and sites of environmental concern noted in the
EDR report and identified during the conceptual phase. Right of entry will be
obtained by the CITY and all boring locations must be readily accessible. Perform
test borings to obtain geologic information and samples of the soils, and laboratory
tests to determine the relevant engineering properties of the various soil strata.
Boring depths are intended to extend 5-to 10-feet below excavation level to permit
32
,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
6
_ E U dyy o C) (-
d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
E ° c
C E° '5 2 n c Q' ° `d d •d
lL N▪ O C m C `C E°i 7 _(CO d Q U U co
• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
L C a O = N co c0 O O CO d U d -.LC U d \
E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
0 c N •- Q O co y aci 3 En co E d CO CO Q o c a Qp
r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
O J e- -1 Q Q (L' N Q <L Q LL C7 m Eo m $ Q d U' 2 Cn Q _ Q U Q _ 0 Q 0 p
Q i! 1
551 6 a E
Z C d .d+
m 0 _CO d _
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F.- a) y d 'O d .- N M a CO CO Is- CO 00 ,c- N M V En CO t` CO O)
p •` C a 9 C_
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assessment of excavation stability and possible shoring. If trenchiess installation
techniques are anticipated, this investigation shall evaluate and provide design
criteria/parameters for this construction. Engineer shall provide a Figure once
Geotechnical Investigation locations are identified.
3.5. Rehabilitation Recommendations. The CITY is NOT looking for manhole or
pipe rehabilitation or replacement recommendations as part of these plans and
specifications UNLESS it is needed to immediately make the existing sewer
separation function properly as designed. Examples include: Cured-in-Place
(CIPP) lining to provide structural integrity to an unstable sewer line that is to be
converted to a storm or sanitary sewer, OR replacement of a highly unstable
existing sewer or manhole that could not withstand construction of the proposed
new facilities due to the close horizontal and vertical proximity. The ENGINEER
shall discuss possible recommendations early on with PMT and CITY staff to get
confirmation or obtain direction on what rehabilitation to proceed with and
incorporate into the PROJECT, if any.
3.6. Geotechnical Report. A geotechnical report shall be prepared and will discuss the
general soil and ground water conditions underlying the site; provide an estimate
of the dewatering flow rate anticipated at the boring locations for use in preparing
the dewatering permit; present the relevant engineering properties of the existing
soils; provide excavation and earthwork recommendations including minimum
setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling, if
required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. ENGINEER shall provide
the CITY with electronic files of all geotechnical test boring locations (and
identification numbers referenced in the geotechnical report) created while
preparing the Geotechnical Report. ENGINEER shall coordinate with the PMT to
assure that minimum data attributes are provided with the electronic data.
Private Property Investigations
Objective: This task will consist of performing initial investigations at private properties
in the PROJECT area to identify additional inflow sources into the system not
identified through smoke testing, to further investigate inflow sources
identified through smoke testing, as well as to identify service lateral locations
for key properties. The private property investigations will help identify
critical elevations to be served, and will help determine routing and prioritize
phasing for the project area.
Deliverables: The key deliverables will be private property inspections, smoke and dye
testing results (as required in Smoke and Dye Testing Procedure), and a map
summarizing results. Site visit forms and sketches will be developed.
33
on and samples of the soils, and laboratory
tests to determine the relevant engineering properties of the various soil strata.
Boring depths are intended to extend 5-to 10-feet below excavation level to permit
32
,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
7
irections by the City,
6
_ E U dyy o C) (-
d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
E ° c
C E° '5 2 n c Q' ° `d d •d
lL N▪ O C m C `C E°i 7 _(CO d Q U U co
• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
L C a O = N co c0 O O CO d U d -.LC U d \
E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
0 c N •- Q O co y aci 3 En co E d CO CO Q o c a Qp
r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
O J e- -1 Q Q (L' N Q <L Q LL C7 m Eo m $ Q d U' 2 Cn Q _ Q U Q _ 0 Q 0 p
Q i! 1
551 6 a E
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Scope:
3.7. Property Owner Notification. Private property investigations shall be in
accordance with the Private Property Investigation Guidance and proper
notification shall be provided to the property owner prior to the start of the private
property investigations.
3.8. Inflow Source Investigations. Investigate properties in the project area for
external inflow sources, including downspouts directed underground, driveway
drains,or other area drains according to Smoke and Dye Testing Procedure.
3.9. Service Lateral Locations. Schedule and investigate key properties (corner lots,
multi-family residential properties, commercial properties) for service lateral
location in areas where new sanitary sewers are proposed and multiple service lead
discharge locations are possible. As the anticipated separation plan includes
potential new sanitary sewers, it is important to identify the location of service
laterals for these properties to effectively design the proposed sewers.
Investigations generally will consist of dye testing or line locating. This allowance
includes investigation of 0 commercial properties, dye testing at 5 residential
properties. Effort associated with this task work will be reviewed with the CITY
and only performed upon authorization by the CITY.
3.10. Investigation Results. Note inflow locations and service lateral locations on the
base map to be incorporated into design. Provide City with smoke and dye testing
results (as required in Smoke and Dye Testing Procedure). Per deliverables, a GIS
file geodatabase identifying work performed and findings at each location(include
associated CITY required metadata) and a map summarizing results shall be
provided.
Preliminary Design(30%)Documents
Objective: Develop 30% preliminary drawings for review and utility coordination. The
30% design deliverable is meant to provide a preliminary determination of
alignment and depth of proposed storm and sanitary sewers and/or conversion
of the existing combined sewer to either storm or sanitary, in relationship to
existing utilities and street features based on the level of information available.
Deliverables: Preliminary plan/profile drawings of the proposed sewer improvements
including known utilities. Copies will be provided in printed and electronic
format in accordance with the Sewer Separation Protocol. Deliverables shall
be based on the 30% Deliverables Guidance document for the Basis of Design
Report and 30%Design Drawings.
Scope:
34
routing and prioritize
phasing for the project area.
Deliverables: The key deliverables will be private property inspections, smoke and dye
testing results (as required in Smoke and Dye Testing Procedure), and a map
summarizing results. Site visit forms and sketches will be developed.
33
on and samples of the soils, and laboratory
tests to determine the relevant engineering properties of the various soil strata.
Boring depths are intended to extend 5-to 10-feet below excavation level to permit
32
,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
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3.11. Hydrologic and Hydraulic Modeling and Calculations. Update the hydrologic
and hydraulic calculations based on layout of the proposed system. The final storm
sewer layout will be set after completion of the topographic survey, field
investigations, and review of potential conflicts. The proposed pipe system will be
adjusted as necessary to maintain the sewer flow without surcharging the pipes or
manholes beyond acceptable design limits.
3.12. Preliminary Green Infrastructure Design. Prepare layout drawings of proposed
green infrastructure including layout of amenities, landscaping,etc.
3.13. System Refinement. Review the proposed storm and sanitary systems for
conflicts with existing utilities, routing limitations, and constructability issues.
Adjust the proposed storm and sanitary sewer systems as necessary to eliminate
conflicts wherever reasonably possible including selecting and evaluating alternate
alignments;revising inlet locations;and adjusting pipe inverts.
3.14. Proposed Routing Field Investigation. ENGINEER will coordinate an
ENGINEER site visit with the PMT as part of a Monthly Progress meeting to field
verify the route of the proposed sewer system prior to commencement of the
topographic survey to evaluate for constructability. Sewer layout to be adjusted
based on the findings.
3.15. Hydraulic Performance. Verify the capacity and performance of the adjusted
storm and sanitary sewer systems to ensure the proposed pipes and manholes do
not surcharge beyond acceptable design limits. Adjust as needed to meet this
criterion. Sanitary sewer system shall be designed in conformance with the
Sanitary Sewer Design Basis and Methodology Guidance. Storm sewer design
shall be in conformance with the Storm Sewer Design Basis and Methodology
Guidance.
3.16. Finalize Routing and Sizes. Update the system layout based on the topographic
survey. Evaluate for conflicts and adjust accordingly. Evaluate the hydraulic
performance and adjust the pipe sizes and inverts accordingly.
3.17. Plan and Profile Sheets. Import the topographic survey and develop the
plan/profile sheets. Some clean-up of survey data is generally necessary so that the
plan sheets are not overly cluttered as per the CAD Standards. Import available
utility drawings. Show proposed storm sewer improvements. Show proposed
Green Solutions location and type (no detailed green solutions drawings on
plan/profile sheets).
3.18. Utility Relocation Coordination. Coordinate utility relocation requirements with
affected utilities. Minimize utility relocation and design utility crossings by field
verifying critical elevations, including locations of existing manholes, utilities, and
sewer infrastructure along preferred alignments.
3.19. Pavement Removal and Replacement. Identify and incorporate pavement
removal and replacement limits along with anticipated intersection radii
modifications and sidewalk and handicap ramp construction (conservative
35
avation level to permit
32
,
26
e infrastructure should be modeled so that travel times and any
existing constrictions will be accurately represented by the model. Model shall
25
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estimates at this stage). Determine preliminary pavement removal and replacement
areas while taking into consideration existing street and curb conditions, and
potential utility impacts to the City right-of-way and pavement due to relocations
and replacements. 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 generally be designed for all four
corners at every intersection affected along the project alignment. Intersection and
ramp improvements shall be designed in accordance with guidance the CITY will
provide during final design. Estimated costs for the potential pavement removal and
replacements and intersection radii and curb ramp requirements should be included
in the 30%construction cost estimates. Estimated costs will separate the pavement
that will be replaced in the Street and Bridge Improvements Project from the rest of
the project area.
3.20. Infow/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 final design 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.
Estimated costs for the above I/I reduction requirements should be included in the
30%construction cost estimates.
3.21. Permits. In collaboration with the PMT Compliance Team in accordance with the
Environmental Plan, develop a preliminary list of the potential permits and
clearances needed for this PROJECT. ENGINEER shall fill out all permit
applications for any governing agency or other entity related to performance of
field investigations and surveying for preliminary and final design services under
this task. Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall coordinate with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
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ii. NDEQ Construction Stormwater General Discharge Permit
(ENGINEER Develops)
iii. NDEQ Construction Dewatering General Discharge Permit
(ENGINEER assists in Development)
iv. NDEQ Construction Permit(Plan Review) (ENGINEER Prepares)
v. State Historical Preservation Officer (SHPO) Cultural Resources
Evaluation(if 404 Permit is required) (ENGINEER Prepares)
vi. City of Omaha Grading Permit(ENGINEER Prepares)
vii. City of Omaha Post Construction Stormwater Management Plan
(ENGINEER Prepares)
viii. BNSF Temporary Occupancy Permit(ENGINEER Prepares)
ix. BNSF Environmental Access Permit (ENGINEER Prepares)
3.22 Project Phasing and Scheduling. Develop a project phasing and sequencing, if
applicable,and discuss in the technical memorandum.
3.23 Right-of-Way Requirements. Prepare right-of-way requirements for the
construction of the new sewer system per the ROW Management and Property
Acquisition Procedure. The right-of-way requirements are to be shown on the
plans and discussed in the technical memorandum. Summarize potential properties
impacted by the project on the ROW Table with current property information.
Coordinate any ROW to be purchased with the Bridge Replacement Project for the
portion of the work in that limited project area. ENGINEER will not be responsible
for any title work.
3.24 Opinion of Probable Construction Cost. Prepare an opinion of probable costs
(OPC) based on the (30%) preliminary drawings and level of design. The OPC is
to be developed in accordance with the Sewer Separation Protocol and provided
in the technical memorandum.
Preliminary(30%)Basis of Design Report
Objective: Prepare a 30% Basis of Design Report that summarizes the findings,
calculations, assumptions,and phasing plan,based on the preliminary design.
Deliverables: The key deliverables will be the Basis of Design Report and 30% design
drawings per the Basis of Design Report Guidance and the 30% Design
Drawings Guidance. The 30% Urban Design Review Board submittal is also
included.
Scope:
37
sewers). This work will be included in the final design 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.
Estimated costs for the above I/I reduction requirements should be included in the
30%construction cost estimates.
3.21. Permits. In collaboration with the PMT Compliance Team in accordance with the
Environmental Plan, develop a preliminary list of the potential permits and
clearances needed for this PROJECT. ENGINEER shall fill out all permit
applications for any governing agency or other entity related to performance of
field investigations and surveying for preliminary and final design services under
this task. Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall coordinate with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
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3.25. Risk Mitigation Strategy. The ENGINEER shall develop an initial risk
assessment and mitigation strategy for the risk factors identified in the Sewer
Separation Protocol. The Risk Mitigation Strategy TM shall include an
identification of risks that should be carried forward to construction contractors as
the controlling entity.
3.26. Preliminary Permit List. Include a preliminary list of the permits needed for this
PROJECT.
3.27. Preliminary Project Sustainability Strategies. The ENGINEER will develop
preliminary sustainability strategies based on the Sustainability Benefits Table
developed by the PMT.
3.28. Basis of Design Report. The 30% Basis of Design Report shall summarize the
development of the preliminary plans including field data, GIS data, hydrologic
• and hydraulic calculations; system sizing; utility coordination; community
enhancements, neighborhood coordination; sustainability, risk mitigation strategy,
green solutions; agency coordination; environmental issues, permits; property
acquisition; OPC; and recommendations for final design including phasing and
sequencing.
3.29. Plan Distribution. Coordinate with the PMT for the distribution of the 30%
deliverables to the review agencies, permitting agencies, utilities, and CITY
departments for review and comment. City Traffic will be provided a plan
overview map sheet with impacted streets shown to assess potential areas of
conduit/signal wire opportunities.
3.30. Utility Coordination Meeting. ENGINEER will conduct a utility coordination
meeting per the Utility Coordination Procedure. ENGINEER will be responsible
for taking meeting notes and distributing meeting notes. The meeting will be
coordinated with the PMT.
3.31. Finalize TM. Address review comments. PMT will endeavor to complete reviews
of all PROJECT deliverables within a two week time period; however,this will be
dependent on workload at the time of the submittal. Sufficient schedule float shall
be included to allow a 3 week review time when necessary. 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. Address/resolve QRF comments. Submit
the final TM and drawings to the PMT in accordance with the Sewer Separation
Protocol.
3.32. 30% Walkthrough. Coordinate field review and walkthrough using 30%
preliminary design plans. The focus of this walkthrough will be on planning,
green solutions, tree removals and replacements, traffic and street issues, and
overall constructability. The CITY and PMT will identify staff to attend the field
review. Document walkthrough comments and outcomes for incorporation into the
38
design services under
this task. Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall coordinate with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
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h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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60%design. ENGINEER will submit prepare and submit meeting minutes to the
CITY and PMT.
3.33. Urban Design Review Board (UDRB) Submittal. The ENGINEER shall
coordinate as needed with the Bridge Replacement Consultant for the Urban
Design Review Board application and the 30% review submittal package which
will be prepared by the Bridge Replacement Consultant, required by the UDRB
and the City Planning Department for review by City Planning and the UDRB.
3.34. Sewer Rehabilitation Recommendations. Findings and recommendations will
be summarized for City/PMT review based on sewer televising and field
investigation results from previous tasks.
3.34.1 This task will recommend sanitary sewer and manhole rehabilitation and UI
removal construction required to provide a serviceable sanitary sewer system
for the basin area for City review. Recommendations for follow up on non-
critical sanitary sewer defects will also be provided.
3.34.2 For existing combined sewers to become separate storm sewers, this task will
recommend:
• disconnection of any sanitary service connections remaining
connected throughout the basin area
• rehabilitation/repair of any critical structural defects throughout
the basin area
• rehabilitation/replacement/protection of existing sewers subject
to damage during sewer separation construction
3.34.3 A Sewer Rehabilitation Technical Memorandum and Database will be
prepared that identifies recommendations and associated construction cost, if
any, for each sewer reach. The Database will be a Microsoft Excel/Access
document that identifies each reach, anticipated future use, and potential and
recommended rehabilitation options. An associated colored map identifying
the recommended rehabilitation shall be included.
3.34.4 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
39
d
review. Document walkthrough comments and outcomes for incorporation into the
38
design services under
this task. Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall coordinate with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
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V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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changed from combined to sanitary sewers, AND on any existing sanitary
sewers(especially upstream branches that feed into these renovated sewers).
TASK 4-FINAL DESIGN (limited locations)
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:
4.1 Finalize Sewer Design Calculations. Complete the hydraulic and final design
calculations for the proposed sanitary sewer system. This will include sewer
location, ultimate design tributary area, size and slope. Sanitary sewer shall be
designed in accordance with the CSO Sanitary Sewer Design Basis and
Methodology Guidance.
4.2. Construction Sequencing/Phasing. ENGINEER shall coordinate with the Bridge
Replacement Consultant for construction sequencing/phasing. Phasing and
sequencing will also consider appropriate methods for sediment and erosion
control in conformance with Stormwater Pollution Prevention Plans and required
NPDES permitting.
4.3. Temporary and Permanent Easement Descriptions and Access Easements.
P ry P
ENGINEER shall coordinate with the Bridge Replacement Consultant in preparing
documents for easement acquisition. CITY personnel will perform title searches
and negotiate the acquisition of the easements. Identify easements 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.
4.4. 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. ENGINEER will
convey this list to the Bridge Replacement Consultant.
40
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
39
d
review. Document walkthrough comments and outcomes for incorporation into the
38
design services under
this task. Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall coordinate with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
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d R d N -C U m ° J
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w vi rn 3 ° m 8 c I.
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• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
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E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
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r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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4.5. Technical Specifications. The ENGINEER will provide technical specifications
that address the sanitary sewer construction in the limited project area.
4.6. 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.
4.7. Sustainability. The ENGINEER shall update sustainability strategies previously
identified.
4.8. 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.
4.9. Prepare Addendum to the Basis of Design Report. An Addendum to the 30%
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.
4.10 Prepare 60% Plans. 60%plan documents shall include the drawings as identified
in the Deliverable Guidance Document. ENGINEER shall coordinate with the
Street and Bridge Improvement Consultant. ENGINEER shall prepare plans for
the sanitary sewer design in the limited project area to be incorporated into the
Street and Bridge Improvement Plan Set. ENGINEER anticipates incorporation of
work into the following eight sheets:
• Sheet 2-SI: Summary of Approx. Quantities
• Sheet 2-N l: General Information
• Sheet 2-P 1: Construction Sequencing
• Sheet 2-L8: Removals
• Sheet 2-L17: Construction
• Sheet 6a: Plan&Profile Sheet
• Sheet 14: Stormwater Pollution Prevention Plan
• Sheet R-1: Right-of-Way Sheets
41
ances for the project along with a proposed schedule for submission of
applications for the design and construction of the PROJECT. ENGINEER will
convey this list to the Bridge Replacement Consultant.
40
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
39
d
review. Document walkthrough comments and outcomes for incorporation into the
38
design services under
this task. Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall coordinate with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
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r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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4.11. Prepare 60% Specifications. Prepare the 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.
ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall prepare Specifications needed for the sanitary sewer design in
the limited project area to be incorporated into the Bridge Replacement Plan Set.
4.12. Prepare Preliminary Stormwater Pollution Prevention Plan (SWPPP).
Prepare the preliminary SWPPP in accordance with the Environmental Plan.
ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall review the SWPPP developed for the Bridge Replacement Plan
Set and mark-up any additions to be made for the sanitary sewer design in the
limited project area.
4.13. Prepare Preliminary Post-Construction Stormwater Management Plan.
Prepare the preliminary Post-Construction Stormwater Management Plan in
accordance with the Environmental Plan. ENGINEER shall coordinate with the
Street and Bridge Improvement Consultant. ENGINEER shall review the Post-
Construction Stormwater Management Plan developed for the Bridge Replacement
Plan Set and mark-up any additions to be made for the sanitary sewer design in the
limited project area.
4.14. Plan in Hand Review Meeting. ENGINEER shall coordinate with the Bridge
Replacement Consultant, and attend the Plan in Hand Review Meeting for the
Bridge Replacement Project. The ENGINEER will take and distribute meeting
notes corresponding to the limited final design area.
4.15. Utility Coordination Meeting. ENGINEER will attend the utility coordination
meeting to review the 60%design drawings for the Bridge Replacement Project.
4.16. 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.
42
38
design services under
this task. Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall coordinate with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
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d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
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• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
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r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
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•
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, Draft, Final Design Report, permit applications, Final SWPPP,
Updated List of Permits and Environmental Clearances, ROW Strip Maps,
update ROW Table,and updated OPC.
Scope:
4.17. 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.
ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall prepare plans for the sanitary sewer design in the limited project
area to be incorporated into the Bridge Replacement Plan Set.
4.18. Finalize Contract Documents. Finalize the contract documents, per the 90%
Specifications Guidance Document including 700 Series Technical Specifications,
Supplemental Technical Specifications, bid item narrative of what the bid item
includes, including measurement and payment, and construction constraints.
ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall prepare Specifications needed for the sanitary sewer design in
the limited project area to be incorporated into the Bridge Replacement Plan Set.
4.19. Prepare Addendum to the Basis of Design Report. An Addendum to the 60%
Basis of Design Report will be prepared in accordance with the Deliverable
Guidance Document. This report will identify changes or updates to the 60%
BODR and should reflect any additional modifications and/or calculations that
support the final design of the project. The Addendum will be prepared in
accordance with the 90%Deliverable Final Design Report Guidance.
4.20. 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.
4.21. Sustainability.The ENGINEER shall finalize sustainability strategies and quantify
anticipated benefits where applicable.
4.22. Submit a Final Stormwater Pollution Prevention Plan (SWPPP). Prepare the
SWPPP in accordance with City of Omaha regulations and the Environmental
Plan. ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall review the SWPPP developed for the Bridge Replacement Plan
43
e with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
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d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
E ° c
C E° '5 2 n c Q' ° `d d •d
lL N▪ O C m C `C E°i 7 _(CO d Q U U co
• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
L C a O = N co c0 O O CO d U d -.LC U d \
E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
0 c N •- Q O co y aci 3 En co E d CO CO Q o c a Qp
r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
O J e- -1 Q Q (L' N Q <L Q LL C7 m Eo m $ Q d U' 2 Cn Q _ Q U Q _ 0 Q 0 p
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Set and mark-up any additions to be made for the sanitary sewer design in the
limited project area.
4.23. Prepare Post-Construction Stormwater Management Plan. Prepare the Post-
Construction Stormwater Management Plan in accordance with the Environmental
Plan. ENGINEER shall coordinate with the Street and Bridge Improvement
Consultant. ENGINEER shall review the Post-Construction Stormwater
Management Plan developed for the Bridge Replacement Plan Set and mark-up
any additions to be made for the sanitary sewer design in the limited project area.
4.24 Utility Coordination Meeting. ENGINEER will attend the utility coordination
meeting for the Bridge Replacement Project.
4.25 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.
4.26. Permit Applications. 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.
ENGINEER will convey this list to the Bridge Replacement Consultant for
information purposes. ENGINEER shall prepare any applications necessary for the
sanitary sewer construction to be incorporated into the Bridge Replacement
Consultants permits.
4.27. 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.
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:
4.28. ENGINEER shall prepare a 95% submittal package to the NDEQ for a
Construction Permit for the limited sanitary sewer final design area, incorporating
comments received from the City/PMT. Submittal items include:
44
t a Final Stormwater Pollution Prevention Plan (SWPPP). Prepare the
SWPPP in accordance with City of Omaha regulations and the Environmental
Plan. ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall review the SWPPP developed for the Bridge Replacement Plan
43
e with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
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d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
E ° c
C E° '5 2 n c Q' ° `d d •d
lL N▪ O C m C `C E°i 7 _(CO d Q U U co
• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
L C a O = N co c0 O O CO d U d -.LC U d \
E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
0 c N •- Q O co y aci 3 En co E d CO CO Q o c a Qp
r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
O J e- -1 Q Q (L' N Q <L Q LL C7 m Eo m $ Q d U' 2 Cn Q _ Q U Q _ 0 Q 0 p
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• A cover letter summarizing the project and the project's relationship to
the LTCP(CITY representative will sign)
• Completed,signed Application for NDEQ Construction Permit
• 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
• Two (2) copies of sealed/signed Design Report with City/PMT
comments addressed/incorporated.
• Final SWPPP
• Post Construction Stormwater Management Plan
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, Final Bid Item List and
Quantities, electronic copy of plans and Contract Documents, and electronic
copies of all CADD files.
Scope:
4.29 Sealed Contract Documents. The plans and specifications shall be signed and
sealed by the ENGINEER project manager and the appropriate disciplines. Final
quantities, opinion of probable cost (without any contingency), and one copy of
signed plans & specifications for the limited project area documents will be
prepared.
4.30 Quality Control Changes. ENGINEER shall make quality control changes
based on comments received during CITY's Quality Control check of the Street
and Bridge Improvements Plan Set, sign and seal revised plans and specifications.
4.31 Document Submittal. Submit copies of all CADD drawings in electronic format,
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: None
Scope:
45
III
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.
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:
4.28. ENGINEER shall prepare a 95% submittal package to the NDEQ for a
Construction Permit for the limited sanitary sewer final design area, incorporating
comments received from the City/PMT. Submittal items include:
44
t a Final Stormwater Pollution Prevention Plan (SWPPP). Prepare the
SWPPP in accordance with City of Omaha regulations and the Environmental
Plan. ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall review the SWPPP developed for the Bridge Replacement Plan
43
e with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
6
_ E U dyy o C) (-
d R d N -C U m ° J
p 0 c c coU rn m
w vi rn 3 ° m 8 c I.
E ° c
C E° '5 2 n c Q' ° `d d •d
lL N▪ O C m C `C E°i 7 _(CO d Q U U co
• rn G '0 ° rn c E (i 0) in Li c U E v •o m o E
EL c N m d o °� cdi m E E ° u ° m a o a Z o
y
f0 0 Y
L C a O = N co c0 O O CO d U d -.LC U d \
E CO N E y y a a a)wo : O c rn c m Q r. a (a c rn ~��
0 c N •- Q O co y aci 3 En co E d CO CO Q o c a Qp
r- Co m o .- N C c 03 c 12 12 N .� E E 2°' y '� vi >. d V C ~ "� d d d
O 0 V N N d ca , co m mop rn d c v O 0 _d d co c CO ate) .E OF c 0 0 0 a
h o6 coH co c > cR) 5 s > a) m 0 Q a Q c 8 8 Sc 3 o2 m o 1O m E co p .i o N y
V CO C� N 7 _ El O cC d 0 0 0 -0 7 Y Q , U C0 C0 d (0 Q' O - 3 a d Z N e- ' CC
Oa. o N 7 3 O N d d d d d p O C C d d d co O CO C 0 O co d d d 0)
O J e- -1 Q Q (L' N Q <L Q LL C7 m Eo m $ Q d U' 2 Cn Q _ Q U Q _ 0 Q 0 p
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5.1. Permit Coordination. Environmental permitting and regulatory issues shall be
addressed in accordance with the Environmental Plan and coordinated with the
PMT Compliance Team.
5.1.1 Permits that may be required include the following:
i. United States Army Corps of Engineers (USACE) Clean •
Water Act (CWA) 404 Permit - Nationwide Permit
(ENGINEER Prepares)
ii. NDEQ Construction Stormwater General Discharge Permit
(ENGINEER Develops)
iii. NDEQ Construction Dewatering General Discharge Permit
(ENGINEER assists in Development)
iv. NDEQ Construction Permit (Plan Review) (ENGINEER
Prepares)
v. State Historical Preservation Officer (SHPO) Cultural
Resources Evaluation (if 404 Permit is required)
(ENGINEER Prepares)
vi. City of Omaha Grading Permit(ENGINEER Prepares)
vii. City of Omaha Post Construction Stormwater Management
Plan (ENGINEER Prepares)
viii. BNSF Temporary Occupancy Permit (ENGINEER
Prepares)
ix. BNSF Environmental Access Permit (ENGINEER
Prepares)
TASK 6—BIDDING ASSISTANCE
Objective: Provide assistance to the CITY,on an as requested basis, for assistance during
the bidding process.
Deliverables: Addenda and other items identified by the CITY during the bidding phase.
Scope:
6.1. Transition Meeting: Attendance at a Transition meeting with the Program
Management Team and CITY Construction Management (CM) staff for the
ENGINEER to provide PROJECT design background information and specific
design related issues/information to the CM staff in preparation for the pre-bid
meeting and the construction phase.
46
environmental investigations and permitting,as required.
Deliverables: None
Scope:
45
III
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.
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:
4.28. ENGINEER shall prepare a 95% submittal package to the NDEQ for a
Construction Permit for the limited sanitary sewer final design area, incorporating
comments received from the City/PMT. Submittal items include:
44
t a Final Stormwater Pollution Prevention Plan (SWPPP). Prepare the
SWPPP in accordance with City of Omaha regulations and the Environmental
Plan. ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall review the SWPPP developed for the Bridge Replacement Plan
43
e with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
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6.2. Pre-Bid Meeting: Attendance at Pre-bid meeting organized by the CITY. No
more than two personnel from the ENGINEER shall attend the pre-bid
meeting.
6.3. Prepare Addenda: Assist the Bridge Replacement Consultant in addenda
preparation as required to address questions raised at the pre-bid meeting,
written questions from bidders, or other Contract Document plan and
specification clarifications.
TASK 7-ADDITIONAL SERVICES
Additional services shall be provided only if approved by the CITY through a fully
executed Work Change Authorization or Amendment to the AGREEMENT, as
appropriate. Scope, schedule and compensation will be negotiated for these additional
services as necessary.
These additional services may include,but shall not be limited to:
7.1. Provide additional CCTV investigations, if required. The CCTV allowance
includes cleaning, televising and review of existing piping in the project area,
as required,and summarizing the data for a report.
Estimated
Item Unit Cost Total Cost
Quantity
CCTV
Investigations $6.46/L.F 1,000 feet $6,460
7.2. Provide additional manhole condition assessments, if required. Perform Level
4—Manhole Condition Assessment manhole inventories (including elevations)
and connectivity determination within the project area, as necessary to
supplement previous information and complete data gaps, per the Manhole and
Lamping Inspection Procedure. This will include rim elevations and pipe
invert information, and associated traffic control to perform the work. This
task will also include input of the data into the SCREAM database, submitting
draft data to the PMT, the QRF response, and submittal of final data to the
PMT.
Item Unit Cost Estimated Total Cost
Quantity
Level 4 Manhole
Condition $746.00/each 10 each $7,460
Assessments
7.3. Provide additional smoke and dye testing, if required. Upon City approval,
perform Smoke and Dye Testing per protocol and as needed to address data
gaps to confirm connection of suspected inflow sources. Do not include work
47
l. 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:
4.28. ENGINEER shall prepare a 95% submittal package to the NDEQ for a
Construction Permit for the limited sanitary sewer final design area, incorporating
comments received from the City/PMT. Submittal items include:
44
t a Final Stormwater Pollution Prevention Plan (SWPPP). Prepare the
SWPPP in accordance with City of Omaha regulations and the Environmental
Plan. ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall review the SWPPP developed for the Bridge Replacement Plan
43
e with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
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that is already covered under Private Property Investigations (Task 3, Sections
3.10 through 3.12), related to 30% preliminary design. The smoke testing is
based on approximately 1,000 linear feet of pipe. The dye testing is based on
approximately 10 locations. Both items include input of the data into the
SCREAM database, submitting draft data to the PMT, the QRF response, and
submittal of final data to the PMT.
Estimated
Item Unit Cost Quantity Total Cost
Smoke Testing $5.30/L.F. 1,000 L.F. $5,303
Dye Testing $451.00/each 10 each $4,513
7.4. Provide storm inlet inspections, if required. Upon City approval, locate, plot
and categorize inlets in the project area. This will support preliminary pipe
routing and condition assessment. This task includes the creation of a GIS
feature class to be submitted to the City's GIS Department.
Item Unit Cost Estimated Total Cost
Quantity
Storm Inlet $215.00 10 each $2,148
Inspections
SCHEDULE
ENGINEER agrees to complete by January 31, 2012, the Conceptual (10%)
Design; by April 30, 2013, the Preliminary (30%) Design; by July 1, 2013, the
90% Final Design; and by September 1, 2013 the 95% Final Design; and by
January 1, 2014 100% Final Design, the necessary design services listed in this
Exhibit, and includes bid ready plans and specifications and permit applications.
The schedule of Bid Phase services shall be coordinated with the CITY during the
bid phase. Services beyond the final design phase and bid phase, if included by
amendment, shall be completed as necessary in context to the actual construction
timing. The CITY recognizes that completion of the design work listed in this
Exhibit within this deadline is contingent upon timely response from utilities and
CITY or their authorized representatives. This schedule is based on a notice to
proceed by September 1, 2012, prompt reviews of submittals in accordance with
"Major Project Assumptions"Section 18, and timely delivery of field investigation
data to be provided to the ENGINEER by the City.
48
work
47
l. 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:
4.28. ENGINEER shall prepare a 95% submittal package to the NDEQ for a
Construction Permit for the limited sanitary sewer final design area, incorporating
comments received from the City/PMT. Submittal items include:
44
t a Final Stormwater Pollution Prevention Plan (SWPPP). Prepare the
SWPPP in accordance with City of Omaha regulations and the Environmental
Plan. ENGINEER shall coordinate with the Bridge Replacement Consultant.
ENGINEER shall review the SWPPP developed for the Bridge Replacement Plan
43
e with the
PMT and CITY to get required permit applications submitted and approved.
3.21.1 A preliminary list will likely include the following:
i. United States Army Corps of Engineers (USACE)Clean Water Act
(CWA)404 Permit—Nationwide Permit (ENGINEER Prepares)
36
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EXHIBIT"C"
BREAKDOWN OF COSTS
49
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C-25A CITY OF OMAHA
LEGISLATIVE CHAMBER
Omaha,Nebraska
RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA:
WHEREAS, professional engineering services are required for field investigation
through final design phase work on Project OPW 52257, being the 42nd Street and Q Street Area
Sewer Separation; and,
WHEREAS, Gonzalez Companies, LLC was selected by the Architects and
Engineers Selection Process and has agreed to perform the services listed in the attached
agreement, which by this reference is made a part hereof; and,
WHEREAS, Gonzalez Companies, LLC has agreed to perform these services for
a fee not to exceed $582,199.00, 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, the Professional Services Agreement with
Gonzalez Companies, LLC, for field investigation through final design phase work on Project
OPW 52257, being the 42nd Street and Q Street Area Sewer Separation, is hereby approved.
BE IT FURTHER RESOLVED:
THAT, the Finance Department is authorized to pay a fee not to exceed
$582,199.00 for these professional services from the Sewer Revenue Improvements Fund 21124,
CSO Control Implementation Organization 116918; Sewer Revenue Bonds will be issued to
finance this project.
1541htp APPROVED AS TO FORM:
DEPUTY CITY ATTORNEY DATE
/77144
By ..
u�1iijiieiC
Adopted It2P 1 1 2012 ... .�-
G • yC etzha_-
Approved qr
Mayor
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Page 6 of 6, 8/15/2012 12:06:47 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52185