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RES 2012-0589 - Agmt with Carollo Engineers Inc for OPW 52193, 49th and Caldwell area sewer separation
oMpHA,N� c ��A4pr�, 's� i pp l I �"' Public Works Department alf:411V45 Omaha/.Do las Civic Center �V. r ll4 =� May 1, 2012 20 ���' 1819 a,Farnam Nebraska Street,Suite 601 o'• yz v u: Omaha,Nebraska 68183-0601 op - g`ry (402)444-5220 �TED FEaRJr CITY Fax(402)444-5248 City of Omaha OMAHA.NEBRASICA 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 Carollo Engineers, Inc. for study phase and conceptual design phase work on Project OPW 52193, being the 49th and Caldwell Area Sewer Separation. The attached agreement and resolution authorizes Carollo Engineers, Inc. to proceed with design work which will include the field investigation and project development to the completion of the conceptual design phase, as detailed in Exhibit B of the Agreement. Carollo Engineers, Inc. has agreed to perform the services in the attached agreement for a fee not to exceed $464,362.00, as detailed in Exhibit C, which is payable from the Sewer Revenue Improvements Fund 21124, Sewer Separation Organization 116912; Sewer Revenue Bonds will be issued to finance this project. Carollo Engineers, Inc. has filed the required Annual Contract Compliance Form CC-1, in the Human Rights and Relations Department. The Public Works Department requests your consideration and approval of the attached Resolution and Agreement. Respectfully submitted, Referred to City Council for Consideration: 6.--- V-i7 -/ g /. . - f2 Ro ert G. Stubbe, P.E. Date Mayor's Of ice Date Public Works Director Approved as to Funding: Approved: 6:7:41 .------- 4 ii,a Ii$ ) 0- Pam Spaccarotella Date Human Rights and Relations Date Finance Director Department 1456htp S. o- m z 0 a m 3 O m n m 3 ess specific site requirements Heavy Cleaning—Jet Truck $250/Hour • Two—Person Jet/Vacuum Truck 3.2 Heavy Cleaning—Bucket or Scraper $575 /Hour • One-Person Jet/Vacuum Truck and 25 ydrologic 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. Green Solutions Evaluation 21 agrees it is a 7 or the ENGINEER shall be obligated to indemnify the other party in any manner whatsoever for the other party's own negligence. Neither party 3 PROFESSIONAL SERVICES AGREEMENT This AGREEMENT is hereby made and entered into this I air- day of /n , 2012, by and between the City of Omaha, a municipal corporation located in Do y las County, Nebraska (hereinafter referred to as the "CITY"), and Carollo Engineers, Inc., (hereinafter referred to as the "ENGINEER"), on the terms, conditions and provisions as set forth herein below. I. PROJECT NAME AND DESCRIPTION OPW 52193—49th and Caldwell Area Sewer Separation (RNC), (hereinafter referred to as the "PROJECT"): Study shall mean the investigation and collection of field data which may include, but not be limited to pipeline inspection using closed circuit television (CCTV), smoke and dye testing, flow monitoring, surveying, and manhole condition assessment and shall include the development of the PROJECT to the 10 percent conceptual design completion including alternatives evaluation and design criteria. Services beyond the Study phase including preliminary design, final design, bid phase services 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" for study services as 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 Brian Clow, whose business address and phone number are 1603 Farnam Street, Suite 119, Omaha NE, 68102, 402-779-8981, 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 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. 1 e 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. Green Solutions Evaluation 21 agrees it is a 7 or the ENGINEER shall be obligated to indemnify the other party in any manner whatsoever for the other party's own negligence. Neither party 3 D. ENGINEER agrees to prepare a schedule of compensation, detailing hourly rates . for all compensated providers, employees, and subcontractors. E. ENGINEER agrees to complete, within 207 calendar days of receipt of a purchase order or notice to proceed from the CITY,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 must have a current Contract Compliance form (CC-1) on file with the City of Omaha Human Rights and Relations Department prior to award of the contract. (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 Tim 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 $464,362.00 (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 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 2 Storm Sewer Design Basis and Methodology Guidance. Prepare and submit a hydrologic and hydraulic TM discussing results of modeling and the calculations. Green Solutions Evaluation 21 agrees it is a 7 or the ENGINEER shall be obligated to indemnify the other party in any manner whatsoever for the other party's own negligence. Neither party 3 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 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 3 r party's own negligence. Neither party 3 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, 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 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. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 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. 5 ion. 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 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. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 Contract Compliance Ordinance No. 35344,Section 10-192 Equal Employment Opportunity Clause During the performance of this contract, the Contractor agrees as follows: 1) The Contractor shall not discriminate against any employee applicant for employment because of race, religion, color, sex, national origin, or disability as defined by the Americans With Disabilities Act of 1990 and Omaha Municipal Code 13-89. The Contractor shall take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, religion, color, sex or national origin. The Contractor shall take all actions necessary to comply with the Americans With Disabilities Act of 1990 and Omaha Municipal Code (Chapter 13) including, but not limited to, reasonable accommodation. As used herein, the word "treated" shall mean and include, without limitation, the following: Recruited, whether advertising or by other means; compensated; selected for training, including apprenticeship; promoted; upgraded; demoted; downgraded; transferred; laid off; and terminated. The Contractor agrees to and shall post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officers setting forth the provisions of this nondiscrimination clause. 2) The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex or national origin. 3) The Contractor shall send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding a notice advising the labor union or worker's representative of the Contractor's commitments under the equal employment opportunity clause of the City of Omaha, Nebraska, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4) The Contractor shall furnish to the contract compliance officer all federal forms containing the information and reports required by the federal government for federal contracts under federal rules and regulations, and including the information required by section 10-192 to 10-194, inclusive, and shall permit reasonable access to his records. Records accessible to the contract compliance officer shall be those which are related to paragraphs (1) through (7) of this subsection and only after reasonable notice is given the Contractor. The purpose of this provision is to provide 6 he program as herein outlined. 5 ion. 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 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. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 for investigation to ascertain compliance with the program provided for herein. 5) The Contractor shall take such actions with respect to any subcontractor as the City may direct as a means of enforcing the provisions of paragraphs (1) through (7) herein, including penalties and sanctions for noncompliance; however, in the event the Contractor becomes involved in or is threatened with litigation as the result of such directions by the City, the City will enter into such litigation as is necessary to protect the interests of the City and to effectuate these provisions (of this division); and in the case of contracts receiving federal assistance, the Contractor or the City may request the United States to enter into such litigation to protect the interests of the United States. 6) The Contractor shall file and shall cause his subcontractors, if any to file compliance reports with the Contractor in the same form and to the same extent as required by the federal government for federal contracts under federal rules and regulations. Such compliance reports shall be filed with the contract compliance officer. Compliance reports filed at such times as directed shall contain information as to the employment practices, policies, programs and statistics of the Contractor and its subcontractors. 7) The Contractor shall include the provisions of paragraphs (1) through (7) of this section, "Equal Employment Opportunity Clause," and Section 10- 193 in every subcontract or purchase order so that such provisions will be binding upon each subcontractor or vendor. 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 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; 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". 8 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 1 EXECUTED this lO day of ,4pt 1 ,2012. Carollo Engineers, Inc. ENGINEER ByX,;,- ATTEST (Title) By A4-6_ (Title) EXECUTED this 24dday of 4% , 2012. ATTEST CITY OF OMAHA,A Municipal Corporation By City Clerk j.4 r APPROVED AS TO FORM: Deputy City Attorney Revised: 6/2011 9 CD CDO NNOOCA CD" C O Q CD r . i " L D CD CD • 11 t May 1, 2012 - Resolution No. 584 - Motion to adopt. Carried 7-0. --kt4t/j' Byill)-747Loiriiitc90/ Councilmember. Adopted MAY, 1 ZR.1 ' -0 �����' '. C' lerk Approved ...//,a/ .. . .. Mayor Mayor Mayor EXHIBIT "A" UTILIZATION OF SMALL AND EMERGING SMALL BUSINESSES It is the policy of the City of Omaha that Small and Emerging Small Businesses shall have the maximum practicable opportunity to participate in City of Omaha projects. With regard to this AGREEMENT, the following Certified Professional Service Provider(s) have been identified and contracted with to perform the identified project tasks: Scope of work or Projected project tasks to be commencement and performed completion date of Name of small or work Agreed price with emerging small SB/ESB Address Percentage(%) business R. W. 6225 N 89th Circle Utility Coordination, May 7, 2012 $19,485 4% Engineering & Omaha NE 68134 Surveying, Thru Surveying SUE, Inlet- Nov. 30,2012 Catergorization $19,485 4% Totals CERTIFICATION The undersigned certifies that he/she is legally authorized by the ENGINEER to make the statements and representations regarding small and/or emerging small business participation and that said statements and representations are true and correct to the best of his/her knowledge and belief. The undersigned will enter into formal agreement(s)with the identified small and/or emerging small business(es) (which are otherwise deemed by the City of Omaha to be technically responsible to perform the work) listed at the price(s) set forth in this Exhibit conditioned upon execution of a AGREEMENT by the undersigned with the City of Omaha. The ENGINEER agrees that if any of the representation made regarding utilization of small and/or emerging small business by the ENGINEER knowing them to be false,or if there is a failure by the ENGINEER to implement the stated agreements,intentions,objectives,goals,and comments set forth herein without prior approval of the Public Works Director, such action shall constitute a material breach of the AGREEMENT, entitling the City of Omaha to terminate the AGREEMENT for default. The right to so terminate shall be in addition to,and not in lieu of,any other rights or remedies the City of Omaha may have for other defaults under the AGREEMENT, under City of Omaha's Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future Professional service awards. Signature 7/ ►�L2Grw) Title v I'f.e :el o 41 Date of Signing f/ ie,/0/a._ Firm or Corporate Name CA.r O do 6n5i need, Inc. Address,//1 Fgrhgr,"/ /.. Li r/ //� Telephone Number — 777 - 778/ ©hohq, o'e 6$f°.L to ed 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 EXHIBIT "B" SCOPE OF SERVICES CITY OF OMAHA PUBLIC WORKS DEPARTMENT OPW 52193-49th and Caldwell Area Sewer Separation(RNC) Exhibit B to the AGREEMENT between Carollo Engineers,Inc. (ENGINEER), and the City of Omaha (CITY), for a PROJECT titled OPW 52193—49th and Caldwell Area Sewer Separation (RNC) ARTICLE 1. SCOPE OF SERVICES This AGREEMENT provides for engineering services for a conceptual level design (study) to determine the extent of separation required in the study area, and to develop a plan to proceed. to preliminary and final design. This PROJECT is located in the northerly portion of the Saddle Creek Basin, generally south of Lake Street, west of North 48`11 Street, north of Cuming Street, and east of North 53`d Street. The Country Club Phase 1 project included construction of a separated storm sewer in Country Club Avenue from Decatur Street South to Hamilton Street. The conceptual plan for this project is to separate the connecting sewers east and west of Country Club Avenue that connect to the separated sewer north west of the intersection of Hamilton Street and Country Club Avenue.The Study shall, at a minimum, include incorporation of utility mapping, coordination of and attendance at public participation meetings, modeling of anticipated flows, smoke and dye testing,manhole inspections,conceptual level horizontal alignment, and CCTV inspection, as necessary, to provide identify and provide for the separation in the study area. The PROJECT work will be performed as part of the overall Omaha CSO Control Program. ENGINEER will be required to comply with the written Plans, Protocols, Procedures, Standards, and Guidance documents developed for the CSO Program. The ENGINEER shall perform all work in accordance with 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.omahacsopt.com/projects/Shared%o20Documents/Forms/Document%20Group.aspx The following documents are hereby included in this Scope of Services by reference: 11 ies the City of Omaha may have for other defaults under the AGREEMENT, under City of Omaha's Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future Professional service awards. Signature 7/ ►�L2Grw) Title v I'f.e :el o 41 Date of Signing f/ ie,/0/a._ Firm or Corporate Name CA.r O do 6n5i need, Inc. Address,//1 Fgrhgr,"/ /.. Li r/ //� Telephone Number — 777 - 778/ ©hohq, o'e 6$f°.L to ed 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 - Document Name Document Date PLANS • Combined Sewer Overflow Control Program Quality Management Plan 05/26/2010 • Risk Management Plan 04/12/2010 PROTOCOLS • Environmental Protocol 12/11/2009 • Sewer Separation Protocol Rev. 0.01 Updated 07/30/2010 PROCEDURES • City of Omaha Manhole and Lamping Inspection Procedure Revision 3 Updated 03/12/2012 • Design Phase Procedures Updated 07/23/2010 • City of Omaha Pipeline Inspection Procedure Using Closed Updated 03/12/2012 Circuit Television Revision 2 • Public Information Procedure for CSO and RNC Projects Updated 12/12/2011 I • ROW Management and Property Acquisition Procedure for (Non-Federal)Projects Updated 09/16/2010 • Geotechnical Investigations Procedure for Sewer Separation Updated 06/30/2010 Projects • City of Omaha Smoke and Dye Testing Procedure(Revision 2) Updated 03/12/2012 • Utility Coordination Procedure j Updated 08/17/2011 STANDARDS I C 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 03/04/2011 Proposals Guidelines for Preparation and Presentation • Interim Flow Monitoring Standard,Rev 0 12/30/201112/30/ GUIDANCE DOCUMENTS • 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 L 12 accordance with 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.omahacsopt.com/projects/Shared%o20Documents/Forms/Document%20Group.aspx The following documents are hereby included in this Scope of Services by reference: 11 ies the City of Omaha may have for other defaults under the AGREEMENT, under City of Omaha's Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future Professional service awards. Signature 7/ ►�L2Grw) Title v I'f.e :el o 41 Date of Signing f/ ie,/0/a._ Firm or Corporate Name CA.r O do 6n5i need, Inc. Address,//1 Fgrhgr,"/ /.. Li r/ //� Telephone Number — 777 - 778/ ©hohq, o'e 6$f°.L to ed 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 • 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 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. 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. 13 pliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future Professional service awards. Signature 7/ ►�L2Grw) Title v I'f.e :el o 41 Date of Signing f/ ie,/0/a._ Firm or Corporate Name CA.r O do 6n5i need, Inc. Address,//1 Fgrhgr,"/ /.. Li r/ //� Telephone Number — 777 - 778/ ©hohq, o'e 6$f°.L to ed 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 5. PMT will provide survey field books as necessary for the PROJECT development. 6. ENGINEER will provide survey field books, all survey computer data, 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 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). 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 the limits of CCTV investigations needed and for televising the existing sewers. 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 14 of Signing f/ ie,/0/a._ Firm or Corporate Name CA.r O do 6n5i need, Inc. Address,//1 Fgrhgr,"/ /.. Li r/ //� Telephone Number — 777 - 778/ ©hohq, o'e 6$f°.L to ed 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 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. 16. The Conceptual Design will meet the following items: 16.1. The conceptual 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, drawings,assumptions, analysis,alignments and costs. 16.1.2. Evaluation of how the physical setting may affect the conceptual design including utilities, soil conditions, existing street sections, and easement needs. 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). 16.3. ENGINEER will develop their own model or calculations to the extent necessary to properly evaluate the proposed storm 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. 16.5. Minimize utility relocation and design utility crossings with the following considerations: 16.5.1. Field verify critical elevations, including locations of existing manholes, utilities, and sewer infrastructure along preferred tunnel alignments. 15 CA.r O do 6n5i need, Inc. Address,//1 Fgrhgr,"/ /.. Li r/ //� Telephone Number — 777 - 778/ ©hohq, o'e 6$f°.L to ed 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 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, complete a review of the permits needed for this PROJECT, along with a proposed schedule for submission of applications for the design and construction of the PROJECT. Incorporate permit design requirements as outlined in the Environmental Plan, into the Technical Memorandum (Basis of Design). Communications with permitting agencies need to be done in collaboration with the Compliance Team and in conformance with the Environmental Plan. ENGINEER shall fill out all permit applications for any governing agency or other entity related to obtaining field investigations and surveying for preliminary and final design services. ENGINEER shall coordinate with the PMT and CITY to get these permit applications submitted and approved. 16.8. Identify easements necessary for construction in accordance with the Rights- of-Way Management and Property Acquisition Procedure. 16.9. Incorporate preliminary 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 (request specific project numbers) 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 three 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. 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. 16 nfrastructure along preferred tunnel alignments. 15 CA.r O do 6n5i need, Inc. Address,//1 Fgrhgr,"/ /.. Li r/ //� Telephone Number — 777 - 778/ ©hohq, o'e 6$f°.L to ed 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 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 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 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, and a detailed project schedule developed in Microsoft Project with associated deliverable dates. Maintain PEP throughout the duration of the project. 17 red by this AGREEMENT. Force majeure events do not include unanticipated or increased 7 s empowered to alter any of the terms hereof unless done in writing and signed by an authorized officer of the respective parties. 4 other party in any manner whatsoever for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 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. 8 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. 1.2.2. Agency Coordination and Permitting. Agency coordination will be conducted in conformance with the Environmental Protocol and under the oversight of the PMT's Compliance Coordinator. Communication with the impacted agencies will be in conformance with the Environmental Protocol. The impacted agencies may include, but are not limited to, the U.S. Army Corps of Engineers, the Nebraska State Historic Preservation Office, the Nebraska Department of Environmental Quality and the CITY's Quality Control Division. ENGINEER will be responsible for taking and distributing meeting notes and incorporating Agency information into the design of the PROJECT. 1.2.3. CITY Agency Coordination. ENGINEER will provide for meetings through the CITY Project Manager with CITY Agencies including other divisions within the Public Works Department, Planning Department and Parks, Recreation and Public Property Department. 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 (2 meetings budgeted). Coordination with the City Planning Department regarding Urban Design Review Board approvals shall be in accordance with the Urban Design Review Board Guidance. 18 for the other party's own negligence. Neither party 3 r party's own negligence. Neither party 3 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, the GIS deliverables (in any task) should be created in ESRI's ArcGIS ArcMap v10.0 software, be in a file geodatabase format (shapefiles or personal geodatabase formats are not acceptable), and the use of the City of Omaha's GIS metadata XML template to populate new data with required metadata. 1.2.5. Program Management and Technical Team Meetings. This task includes program management and technical team meetings anticipated during the course of the project. Meetings will be held between the ENGINEER, CITY, PMT,and SUBCONSULTANTS (2 meetings budgeted). 1.3. Public Involvement and Neighborhood Coordination. ENGINEER shall communicate with the impacted property owners, businesses, schools, and neighborhood associations affected by the PROJECT; organize and conduct meetings to discuss the PROJECT scope and schedule; develop correspondence regarding PROJECT; and prepare exhibits. ENGINEER shall be responsible for the following: 1.3.1. Project Kick-off Public Meeting. ENGINEER will organize and conduct a public PROJECT kickoff meeting in coordination with the Neighborhood Association, City of Omaha Parks, Recreation and Public Property Department, and other stakeholders. Prepare and distribute a "Sewer Back-up & Drainage Questionnaire" in conjunction with the mailing for Public Kick-off meeting. The ENGINEER will determine the distribution list for the public meetings, prepare and distribute the public meeting notifications according to the Public Information Procedure, arrange for the meeting place, arrangements and logistics for the meetings and prepare the presentation, agenda, sign-in sheets, meeting notes and other items as necessary, and as reviewed by the PMT. The purpose of the meeting will be to review the overall Project, including proposed schedule and opportunities for public input. The ENGINEER will take minutes for the meeting and distribute electronically in Word format for draft and PDFs for final (in English and Spanish upon request). 1.3.2. 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 650 pieces of mail (will generally be the same list of people generated for a public meeting notice questionnaire could be mailed out with that public meeting notice if the timing works out). Use City of Omaha standard questionnaire form. The project team 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). The project team shall also create a database of 19 negligence. Neither party 3 r party's own negligence. Neither party 3 • 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. 1.3.3. Conduct Stakeholder Communications 1.3.3.1. Identify impacted stakeholders such as neighborhood associations, businesses, schools, churches, organizations, elected officials, community leaders (in PROJECT area) 1.3.3.2. Create an email and mailing database of the impacted stakeholders 1.3.3.3. Conduct one-on-one and small group meetings with impacted stakeholders, PMT, and CITY agencies to coordinate proposed improvements, green solutions, community enhancements, and construction impacts(1 meetings budgeted). 1.3.3.4. Develop the scheduling and logistics of stakeholder meetings and develop agendas,presentations,meeting notes and follow-ups. 1.3.4. Develop CSO 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 Hydrologic and Hydraulic Modeling and Calculations Objective: This task consists of developing a new model or expanding upon previous models and developing a more detailed model for the Basin and performing hydrologic and hydraulic calculations for the project study area for the proposed sanitary and 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 whereas no topographic survey is included in 20 pon request). 1.3.2. 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 650 pieces of mail (will generally be the same list of people generated for a public meeting notice questionnaire could be mailed out with that public meeting notice if the timing works out). Use City of Omaha standard questionnaire form. The project team 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). The project team shall also create a database of 19 negligence. Neither party 3 r party's own negligence. Neither party 3 this scope, however manholes and inlets will be surveyed for location and elevation information.. Other deliverables includeHydrologic and Hydraulic Modeling Approach TM; Updated Digital Model Files and Outputs. Scope: 2.1. Previous Reports and Studies. Obtain and review previous models and reports developed by the PMT, and past Country Club Phase 1 & Phase 2 project basis of design. Review pertinent existing information including drawings, flow data, and reports related to the project study area. The Country Club Phase 1 and Country Club Phase 2 separation projects storm sewer systems are sized for an approximate 5-year rain event. Therefore, this project needs to work with that limitation when determining pipe sizing to prevent overloading downstream Country Club area sewer systems. 2.2. 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. The TM shall briefly summarize the review conducted in Task 2.1. The TM shall include discussion of modeling assumptions, strategies, and software to be used. InfoWorks CS has been used to model the combined and sanitary sewer system, including hydrology in the area. XP- SWMM, 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 should align with those in the most recent master InfoWorks model for the CSO Program, except in cases where the watershed and combined/sanitary sewershed do not convey flow in the same direction. It is expected that subdivision of the subcatchments from InfoWorks to inlet-level subcatchments will be necessary to attain the degree of accuracy in hydrologic calculations necessary to support design efforts. Deviations from this approach, if any, are to be clearly discussed in the TM and approved by the CITY and PMT. 21 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. 2.3. 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 existing system, and viable alternatives for the updated systems to the conceptual (10%) level of completeness 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. This task includes responding to the City/PMT comments. Green Solutions Evaluation Objective: This task will consist of developing and refining green solutions 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 Solutions Plan TM Scope: 2.4. Review any previous green solutions 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. Based on a review of the collected information, potential green solution areas will be listed and then visited. 2.5. Conduct a pre-screening review of candidate green solution locations and localized BMP's with CITY and PMT staff. The pre-screening effort will identify potentially feasible green solutions to be further evaluated by the ENGINEER. 2.6. Based on the number of green solution possibilities, a review of each potential site will be made and evaluations performed by the ENGINEER. 2.7. Prepare a draft Green Solutions Technical Memorandum, per the Green Solutions in Sewer Separation Guidance. The draft Green Solutions Technical Memorandum shall include the proposed green infrastructure elements identified as feasible during the pre-screening task, for the project study area. Concept-level landscape renderings and an OPC will be developed for the green solutions. The potential savings to the storm sewer system associated with implementation of the green solutions will be presented. 22 combined/sanitary sewershed do not convey flow in the same direction. It is expected that subdivision of the subcatchments from InfoWorks to inlet-level subcatchments will be necessary to attain the degree of accuracy in hydrologic calculations necessary to support design efforts. Deviations from this approach, if any, are to be clearly discussed in the TM and approved by the CITY and PMT. 21 2.8. The review comments from the PMT and City staff will be addressed and the final Green Solutions Technical Memorandum will be submitted for final review. Field Work and Data Acquisition Objective: Receive and review the available project, background data including any topographic survey information, GlSinformation, record drawings from previous projects, quarter section drawings, utility drawings, CCTV videos and data files, and technical memorandum review. Perform field investigations to acquire data sufficient to complete conceptual, esign of the project. Deliverables: The key deliverables for this task will be utility information, Manhole and Lamping inspection data (as described in the Manhole and Lamping Procedure), Manhole and Lamping inspection (as described in the Manhole and Lamping Inspection Procedure),CCTV interim QC deliverables, and final CCTV database as described in the Pipeline Inspection Using CCTV Procedures. Scope: 2.9.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. 2.10. CCTV Investigations. Review existing CCTV and other sewer investigation information as requested by the ENGINEER and provided by PMT, and perform additional CCTV as necessary for conceptual design in the project area. The CCTV allowance includes cleaning, televising and review of existing piping in the project area, as required, and is based on an estimated 30,525feet of sewer for cleaning and CCTV inspection performed in accordance with the Pipeline Inspection Using CCTV Procedure. See Field Services Figure for CCTV locations. Locations and linear feet of CCTV shall be re-verified with City/PMT personnel before starting this work. "CCTV inspections shall be completed at the quoted unit pricing." 2.11. 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 five (5j sites will be verified in the field. 2.12. 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. 2.13. Review previous smoke testing data/results for the area and determine if any data gaps exist. 23 d an OPC will be developed for the green solutions. The potential savings to the storm sewer system associated with implementation of the green solutions will be presented. 22 combined/sanitary sewershed do not convey flow in the same direction. It is expected that subdivision of the subcatchments from InfoWorks to inlet-level subcatchments will be necessary to attain the degree of accuracy in hydrologic calculations necessary to support design efforts. Deviations from this approach, if any, are to be clearly discussed in the TM and approved by the CITY and PMT. 21 • 2.14. 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. 2.15. 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. 2.16. Manhole Condition Assessment. Perform Level 2 — Limited Investigation Assessment manhole inventories and connectivity determination within the project area, as required to supplement previous information, per the Manhole and Lamping Inspection Procedure. This will include pipe sizes, pipe material, rim elevations and pipe invert information. In cases where the pipe size, material and connectivity cannot be determined via surface inspections, another means shall be used to acquire the information potentially including descending the manhole. Approximately 10 total structures will be investigated as shown in Field Services Figure. (The remaining structures have had a manhole condition assessment performed as part of a previous project and records are available for these manholes.) 2.17. 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.) 2.18. Storm Inlets. Locate, plot and categorize all inlets in the project area. This will support preliminary pipe routing, sizing and profiles for the project area and conceptual design of the storm sewer system. Storm inlet location and identification number information, at a minimum,must be included in the Manhole and Lamping Inspection Field Tool Access database, as described in the Manhole and Lamping Inspection Procedure. Approximately 20 storm sewer inlets will be inspected. (The remaining structures have had a manhole condition assessment performed as part of a previous project and records are available for these structures.) 2.19. 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. 2.20. Generate a GIS base map for the project area utilizing information from GIS survey information,utility information and field investigations. 2.21. Field investigation services will require coordination with the City/County GIS Department and Sewer Maintenance personnel. 24 racy 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. 21 Conceptual Design • 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). The conceptual design will show sewer needed to separate the full study area, so that the City can determine if separation of this full area is affordable and/or necessary. Deliverables: Alignment analysis and Conceptual Plan Drawings and Profile Drawings if needed to clarify the proposed separation planplan. The analysis shall include alternatives, new storm sewers, new sanitary sewers, minimum and maximum velocities in new and existing lines and similar data. Scope: 2.22. Conceptual Drawings. Prepare GIS Based 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. 2.23. Assign Pipe Sizes and Inverts. Assign initial pipe sizes and inverts based on the results of the hydrologic and hydraulic calculations. 2.24. 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. Conceptual 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. Prepare Conceptual level drawings. Deliverables: The key deliverables will be the Conceptual Basis of Design Technical Memorandum and the conceptual level drawings of the proposed facilities. Scope: 2.25. Review right-of-way needs for the proposed separation. Identify major easements or right-of-way acquisitions necessary to complete the project. 25 entify potential future soil borings requiring environmental analysis. 2.20. Generate a GIS base map for the project area utilizing information from GIS survey information,utility information and field investigations. 2.21. Field investigation services will require coordination with the City/County GIS Department and Sewer Maintenance personnel. 24 racy 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. 21 2.26. 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. Estimated costs should be broken down by blocks to enable the City to evaluate the cost of full separation now, and the alternative of phasing some portions of it in over time. 2.27. Prepare a draft Conceptual Basis of Design TM, 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 development of the conceptual plans, recommendations for future use of the existing sewer system including hydrologic and hydraulic calculations, system sizing, green solutions design and summary of green solutions benefits, utility coordination, neighborhood coordination, agency coordination, OPC, and recommendations for preliminary design. TM to also include conceptual level permit list. 2.28. Submit draft Conceptual Basis of Design TM to the PMT for distribution of review plans to the appropriate CITY departments, agencies, utilities and other parties. 2.29. 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. • 2.30. 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 -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: 3.1 Provide Level 4 manhole condition assessments, if required Assume 10 Level 4 manhole condition assessments. 26 oped. Prepare Conceptual level drawings. Deliverables: The key deliverables will be the Conceptual Basis of Design Technical Memorandum and the conceptual level drawings of the proposed facilities. Scope: 2.25. Review right-of-way needs for the proposed separation. Identify major easements or right-of-way acquisitions necessary to complete the project. 25 entify potential future soil borings requiring environmental analysis. 2.20. Generate a GIS base map for the project area utilizing information from GIS survey information,utility information and field investigations. 2.21. Field investigation services will require coordination with the City/County GIS Department and Sewer Maintenance personnel. 24 racy 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. 21 3.2 Heavy cleaning and bypass pumping may be needed for the project in order to televise the large line segments. Unit rates for heavy cleaning are provided below. Bypass pumping, if required, will be determined to address specific site requirements. Heavy Cleaning—Jet Truck $250/Hour • Two—Person Jet/Vacuum Truck Heavy Cleaning—Bucket or Scraper $575/Hour • One-Person Jet/Vacuum Truck and • 2 Person Bucket Machine 3.3 Subsurface Utility Exploration. Perform Subsurface Utility Exploration (SUE) for key utilities based on information obtained from the utility companies. A cost allowance of$6385.00 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 Perform conceptual design of green solutions selected for use in the project area during this Task, including layout drawings,hydraulic design, sketches of potential amenities,and updated analysis of downstream benefits. SCHEDULE ENGINEER agrees to complete the services covered by this scope by November 30,2012,based upon a notice to proceed date of May 7,2012. The CITY recognizes that completion of this work listed in this Exhibit within this deadline is contingent upon timely response from utilities and CITY or their authorized representatives. 27 stribute meeting minutes. • 2.30. 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 -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: 3.1 Provide Level 4 manhole condition assessments, if required Assume 10 Level 4 manhole condition assessments. 26 oped. Prepare Conceptual level drawings. Deliverables: The key deliverables will be the Conceptual Basis of Design Technical Memorandum and the conceptual level drawings of the proposed facilities. Scope: 2.25. Review right-of-way needs for the proposed separation. 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ATTEST CITY OF OMAHA,A Municipal Corporation By City Clerk j.4 r APPROVED AS TO FORM: Deputy City Attorney Revised: 6/2011 9 CD CDO NNOOCA CD" C O Q CD r . i " L D CD CD • 11 t May 1, 2012 - Resolution No. 584 - Motion to adopt. Carried 7-0. --kt4t/j' Byill)-747Loiriiitc90/ Councilmember. Adopted MAY, 1 ZR.1 ' -0 �����' '. C' lerk Approved ...//,a/ .. . .. Mayor Mayor Mayor I wJ +IrrLrr1rvEIv q 1llI gr a . xzv n f t i !li r III s FW € z a = ll d r 1 i r F F O 1 Lsrsrs#vLEss g antra & EFr- x = t 'sat to 'svtctt r Inn E test i ctEes c's.tsotatt E x-aasatcsattsEa € ;attar E gas E anaa'uOs:s'sa;.aff E T: :C:TTT s E Eaa. E a....'antrr`a;a -.s suw r s tt..-wtt R i Lr.. i' tt.w rr L Ea gm Sm tar r a llis I. L t III/ tit., r i i la s - s o 11 gaEn Er. Ns wig sr sr, s Nlg gtt t o ,... Lr sr gr . R_ A sr sr ga1111 -ww E1 11111111S ggat PI- I . 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Ares K ' A e� _: r., P rtr t �� �. � 1 _L. � ��... � I my- -05�"F II�=F s + i,. ✓ 3_.t,I -i -� +f,, 1,..;i.`g �, Y,,nM f} _ ^ ,y - ' .'_� I r'1s : - ri t +�`' �+ f.' - c}l�}�r1- , r.- �. •w'ems:-.... 11,1 �. �•� �t - {� t t ti r3 : 47 ,-1'i-k: _ • •, tom/ LEGEND T1 Sewer NnOea A a es—� 2� 49TH&CALDWELL RNC txpadrarra eon o Chan Out �F„ x Dead End or stub out X Dead End or Stub Cut Sewer Lines SEWER SEPARATION e'IntelfCatdr Beein 0 Diverelon Studio* -►Sudety.Caketor /'� 0 Manho''a Do Flared End(Intel or Outlet) -0 V•onn. CSC1 R9 T inter:ea:co •I Intersection +Combkaed,Sewer OPW 52193 0 Tap 0 uranhdtdt B�En -D.Sanitary C Combined,,Ca•.edor �rPCI74n PfOP03ed CCTV 2012 ®Manhea i Intl kre'd,SewerC-C - ' FIELD SERVICES FIGURE Ig T Intersection E"a""''-"ri h""'"h""`"' 0 Tap _rR�I{�/ Q 49th&Caklwe:l Study Area E'btnkAl Bend '_`DATE 4r2/2012 'am; ; Nipii ! N ! q| N � ! E l i | / � $a ! | lii| | Fp: f tip | t qq§ | I ?Pip$ | c ■ $tzh • ■ -»h» \ant • , \\ J < \ {\?\� i t. �. ■ . 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Ares K ' A e� _: r., P rtr t �� �. � 1 _L. � ��... � I my- -05�"F II�=F s + i,. ✓ 3_.t,I -i -� +f,, 1,..;i.`g �, Y,,nM f} _ ^ ,y - ' .'_� I r'1s : - ri t +�`' �+ f.' - c}l�}�r1- , r.- �. •w'ems:-.... 11,1 �. �•� �t - {� t t ti r3 : 47 ,-1'i-k: _ • •, tom/ LEGEND T1 Sewer NnOea A a es—� 2� 49TH&CALDWELL RNC txpadrarra eon o Chan Out �F„ x Dead End or stub out X Dead End or Stub Cut Sewer Lines SEWER SEPARATION e'IntelfCatdr Beein 0 Diverelon Studio* -►Sudety.Caketor /'� 0 Manho''a Do Flared End(Intel or Outlet) -0 V•onn. CSC1 R9 T inter:ea:co •I Intersection +Combkaed,Sewer OPW 52193 0 Tap 0 uranhdtdt B�En -D.Sanitary C Combined,,Ca•.edor �rPCI74n PfOP03ed CCTV 2012 ®Manhea i Intl kre'd,SewerC-C - ' FIELD SERVICES FIGURE Ig T Intersection E"a""''-"ri h""'"h""`"' 0 Tap _rR�I{�/ Q 49th&Caklwe:l Study Area E'btnkAl Bend '_`DATE 4r2/2012 • • • • �` =x V.ifiiArt ti 8 c.4.,i iitist s E.,...1., off. h - +b. go go g. go a go g. 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Ares K ' A e� _: r., P rtr t �� �. � 1 _L. � ��... � I my- -05�"F II�=F s + i,. ✓ 3_.t,I -i -� +f,, 1,..;i.`g �, Y,,nM f} _ ^ ,y - ' .'_� I r'1s : - ri t +�`' �+ f.' - c}l�}�r1- , r.- �. •w'ems:-.... 11,1 �. �•� �t - {� t t ti r3 : 47 ,-1'i-k: _ • •, tom/ LEGEND T1 Sewer NnOea A a es—� 2� 49TH&CALDWELL RNC txpadrarra eon o Chan Out �F„ x Dead End or stub out X Dead End or Stub Cut Sewer Lines SEWER SEPARATION e'IntelfCatdr Beein 0 Diverelon Studio* -►Sudety.Caketor /'� 0 Manho''a Do Flared End(Intel or Outlet) -0 V•onn. CSC1 R9 T inter:ea:co •I Intersection +Combkaed,Sewer OPW 52193 0 Tap 0 uranhdtdt B�En -D.Sanitary C Combined,,Ca•.edor �rPCI74n PfOP03ed CCTV 2012 ®Manhea i Intl kre'd,SewerC-C - ' FIELD SERVICES FIGURE Ig T Intersection E"a""''-"ri h""'"h""`"' 0 Tap _rR�I{�/ Q 49th&Caklwe:l Study Area E'btnkAl Bend '_`DATE 4r2/2012 > 2 ! > X/:\ '1 \\ \t /1\ ' \2 / G:d }yam • + k 4xi m'* rg:3I ;<\t«# giv at dy 1 ; ~ / \ \ >2 dd \ ' \27 >.\i 4 1\ } x:2� / ::/ 2 - -;di . « |, .1. 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Z n S ai ari S3 e W ri nn U , e� II 1 il+-1' I +O S i .t. •.s r fiR - 2 `*n •• r 1'-ate----.s`." �' k- ,.,f, 'ihre sr .pca 'u0l I ."..,`6 -` �,r� -I L •C'' i,-le I 7 t ,,. `..- .�.- + 'gyp) .=- �$ 4 ,q t� -.r jk I� f* s r1y�-"! _ ..n^1. * �r` w + ---E 4 Pi,' , Ii) p r•i i '. �S �c • Y�;tr3¢.4t2Q1s ,, y �; • 1. frt 1 rl�t' A 4, Pr fir,...: ! a . 4.:ma"ti . • r. Y '� i rp! .E"� I , IS'c.' _ .+. y'i irt4- >' t'G,rrpp.Y am,. `;i ,1.' yx :..,1115.'j'"'4••I _ i; 3 ..Ao .St 2` s ._. • (i^f__ ^ M �7 �{.< I C At".."'-'; ,5;'s;;,, s'.I ,: .-,..-^r k r e-- a A. , �" � .•6 .t-i �'v'►.._+ r_ ` '' Y x r r a i".•� . .E� ..6 t- .-,r �M 1.‘-'''' A- .,...ter �: i .PS' ja.-'.n"'�1"'("!-- '.-�. . _ 4. ' � � adt,�'::- . ..Y 7y,c �«,' .y.r 7. •Yr�`- . ` r ri'J - �`� . ram,- r� -- - ► k '` ` tt'' -'r' 1 ,..0 ! �4r "" -''pry.�t. ' : ' R z si•- ., r a d 1 r ti r � '�3." Ares K ' A e� _: r., P rtr t �� �. � 1 _L. � ��... � I my- -05�"F II�=F s + i,. ✓ 3_.t,I -i -� +f,, 1,..;i.`g �, Y,,nM f} _ ^ ,y - ' .'_� I r'1s : - ri t +�`' �+ f.' - c}l�}�r1- , r.- �. •w'ems:-.... 11,1 �. �•� �t - {� t t ti r3 : 47 ,-1'i-k: _ • •, tom/ LEGEND T1 Sewer NnOea A a es—� 2� 49TH&CALDWELL RNC txpadrarra eon o Chan Out �F„ x Dead End or stub out X Dead End or Stub Cut Sewer Lines SEWER SEPARATION e'IntelfCatdr Beein 0 Diverelon Studio* -►Sudety.Caketor /'� 0 Manho''a Do Flared End(Intel or Outlet) -0 V•onn. CSC1 R9 T inter:ea:co •I Intersection +Combkaed,Sewer OPW 52193 0 Tap 0 uranhdtdt B�En -D.Sanitary C Combined,,Ca•.edor �rPCI74n PfOP03ed CCTV 2012 ®Manhea i Intl kre'd,SewerC-C - ' FIELD SERVICES FIGURE Ig T Intersection E"a""''-"ri h""'"h""`"' 0 Tap _rR�I{�/ Q 49th&Caklwe:l Study Area E'btnkAl Bend '_`DATE 4r2/2012 9 ftraits rat PI ➢ • a e. I III' e 111 111111111111111111111 § n e 1 | I ?Pip$ | c ■ $tzh • ■ -»h» \ant • , \\ J < \ {\?\� i t. �. ■ . 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Z n S ai ari S3 e W ri nn U , e� II 1 il+-1' I +O S i .t. •.s r fiR - 2 `*n •• r 1'-ate----.s`." �' k- ,.,f, 'ihre sr .pca 'u0l I ."..,`6 -` �,r� -I L •C'' i,-le I 7 t ,,. `..- .�.- + 'gyp) .=- �$ 4 ,q t� -.r jk I� f* s r1y�-"! _ ..n^1. * �r` w + ---E 4 Pi,' , Ii) p r•i i '. �S �c • Y�;tr3¢.4t2Q1s ,, y �; • 1. frt 1 rl�t' A 4, Pr fir,...: ! a . 4.:ma"ti . • r. Y '� i rp! .E"� I , IS'c.' _ .+. y'i irt4- >' t'G,rrpp.Y am,. `;i ,1.' yx :..,1115.'j'"'4••I _ i; 3 ..Ao .St 2` s ._. • (i^f__ ^ M �7 �{.< I C At".."'-'; ,5;'s;;,, s'.I ,: .-,..-^r k r e-- a A. , �" � .•6 .t-i �'v'►.._+ r_ ` '' Y x r r a i".•� . .E� ..6 t- .-,r �M 1.‘-'''' A- .,...ter �: i .PS' ja.-'.n"'�1"'("!-- '.-�. . _ 4. ' � � adt,�'::- . ..Y 7y,c �«,' .y.r 7. •Yr�`- . ` r ri'J - �`� . ram,- r� -- - ► k '` ` tt'' -'r' 1 ,..0 ! �4r "" -''pry.�t. ' : ' R z si•- ., r a d 1 r ti r � '�3." Ares K ' A e� _: r., P rtr t �� �. � 1 _L. � ��... � I my- -05�"F II�=F s + i,. ✓ 3_.t,I -i -� +f,, 1,..;i.`g �, Y,,nM f} _ ^ ,y - ' .'_� I r'1s : - ri t +�`' �+ f.' - c}l�}�r1- , r.- �. •w'ems:-.... 11,1 �. �•� �t - {� t t ti r3 : 47 ,-1'i-k: _ • •, tom/ LEGEND T1 Sewer NnOea A a es—� 2� 49TH&CALDWELL RNC txpadrarra eon o Chan Out �F„ x Dead End or stub out X Dead End or Stub Cut Sewer Lines SEWER SEPARATION e'IntelfCatdr Beein 0 Diverelon Studio* -►Sudety.Caketor /'� 0 Manho''a Do Flared End(Intel or Outlet) -0 V•onn. CSC1 R9 T inter:ea:co •I Intersection +Combkaed,Sewer OPW 52193 0 Tap 0 uranhdtdt B�En -D.Sanitary C Combined,,Ca•.edor �rPCI74n PfOP03ed CCTV 2012 ®Manhea i Intl kre'd,SewerC-C - ' FIELD SERVICES FIGURE Ig T Intersection E"a""''-"ri h""'"h""`"' 0 Tap _rR�I{�/ Q 49th&Caklwe:l Study Area E'btnkAl Bend '_`DATE 4r2/2012 • 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 study phase and conceptual design phase work on Project OPW 52193, being the 49th and Caldwell-Area Sewer Separation; and, WHEREAS, Carollo Engineers, Inc. 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, Carollo Engineers, Inc. has agreed to perform these services for a fee not to exceed $464,362.00, which will be paid from the Sewer Revenue Improvements Fund 21124, Sewer Separation Organization 116912; 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 Carollo Engineers, Inc., for study phase and conceptual design phase work on Project OPW 52193, being the 49th and Caldwell Area Sewer Separation, is hereby approved. BE IT FURTHER RESOLVED: THAT, the Finance Department is authorized to pay a fee not to exceed $464,362.00 for these professional services from the Sewer Revenue Improvements Fund 21124, Sewer Separation Organization 116912; Sewer Revenue Bonds will be issued to finance this project. 1455htp APPROVED AS TO FORM: PUTY CITY ATTORNEY DATE By s-Lria,4 / �i. icilmember Adopted M Y - 1 2012 2- 0 C /2/2.,. ocic7cdit ' y Clerk 5 Approved Mayor cii • S• g s 3 s a 3 1 ° 1 g 3 f 3 0 T > > e m e e _ +e +e _ g r V. +a +e e e a e : m e e ,� � i; � N � � e e � N a ? a _ e � _ � � e e e � e e e e � _ _ _ � e 5 C!J N + N N N N + N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N I g `2 5 - T a C 1 3 T a T T T T T T sT > ; T T T r C C 5 S T C T = s T : F. j f _ Y • 8 - e ; ' ' 2 a S m2 a 2 § e e a e a 2 e e e em11112 '• a ° c , e e it et e ? e _ _ eeee ee A Q Q N + N N N N N N N N N n yq yy j ' ' N 'N N N N + N m 5 5 N y CO m y N N 33 2 n N N f+l y N o m (ON H W CO c O O O a g 5 a'. 0) K. - Q if,0 m v Y w ID 1- 0 �/+ m * * �* * +4-' I . c m C Z m a �G ... 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