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160-2021 - Lochmuller Group - engineering reports
AGREEMENT THIS AGREEMENT made and entered into this day of QQ(eWib,Y', 2021, and referred to as Contract No. 160-2021 by and between the City of Richmond, Indiana, a municipal corporation acting by and through its Stormwater Board (referred to as the "City"), and Lochmuller Group, 3502 Woodview Trace, Suite 150,Indianapolis,IN 46278 (hereinafter referred to as the"Contractor"). SECTION I. STATEMENT AND SUBJECT OF WORK City hereby retains Contractor for the work described on Exhibits "A" and `B" as it pertains to the Backmeyer Trace Subdivision Stormwater Improvement, both of which are attached hereto and incorporated herein by reference. Contractor shall comply with all terms and conditions of its response to City's request for bids as set forth within Exhibit `B", which includes, but is not limited to Phase 1 — Preliminary Engineering Evaluation Report;Phase 2—Topographic Survey,Design, and Permitting;Phase 3 —Bid Administration; and Phase 4—Construction Management and Inspection. Should any provisions, terms, or conditions contained in any of the documents attached hereto and incorporated by reference herein as Exhibits, conflict with any of the provisions, terms, or conditions of this Agreement,this Agreement shall be controlling. The Contractor shall furnish all labor,material,equipment,and services necessary for the proper completion of all work specified. Contractor shall submit statements or bills monthly. No performance of services shall commence until the following has been met: 1. The City is in receipt of any required certificates of insurance and/or warranties; 2. The City is in receipt of any required affidavit(s) signed by Contractor in accordance with I.C. § 22-5-1.7-11(a)(2); and 3. A purchase order has been issued by the Purchasing Department. SECTION II. STATUS OF CONTRACTOR Contractor shall be deemed to be an independent contractor and is not an employee or agent of the City of Richmond. The Contractor shall provide, at its own expense, competent supervision of the work. SECTION III. COMPENSATION City shall pay Contractor at the rates indicated in Exhibit`B";with said sum not to exceed the amount of One Hundred Eight Thousand Eighty Dollars and 00/100 ($108,080.00). SECTION IV. TERM OF AGREEMENT This Agreement shall become effective when signed by all of the parties hereto. Notwithstanding the term of this Agreement, City may terminate this Agreement in whole or in part, for cause, at any time by giving at least thirty (30) days written notice specifying the effective date and the reasons for termination which shall include but are not be limited to the following: a. failure,for any reason of the Contractor to fulfill in a timely manner its obligations under this Agreement; 1 I Page b. submission of a report, other work product, or advice,whether oral or written,by the Contractor to the City that is incorrect, incomplete, or does not meet reasonable professional standards in any material respect; c. ineffective or improper use of funds provided under this Agreement; d. suspension or termination of the grant funding to the City under which this Agreement is made; or e. unavailability of sufficient funds to make payment on this Agreement. This Agreement may also be terminated by either the City or the Contractor,in whole or in part,by mutual Agreement setting forth the reasons for such termination, the effective date, and in the case of partial termination,the portion to be terminated. This Agreement may also be terminated by either the City or the Contractor, without cause, by giving at least thirty(30) days written notice to the other party. In the event of termination of this Agreement, the City shall be required to make payment for all work performed prior to the date this Agreement is terminated, but shall be relieved of any other responsibility herein. SECTION V. INDEMNIFICATION AND INSURANCE Contractor agrees to obtain insurance and to indemnify the City for any damage or injury to person or property or any other claims which may arise from the Contractor's conduct or performance of this Agreement,either intentionally or negligently;provided,however,that nothing contained in this Agreement shall be construed as rendering the Contractor liable for acts of the City, its officers, agents, or employees. Contractor shall as a prerequisite to this Agreement, purchase and thereafter maintain such insurance as will protect it from the claims set forth below which may arise out of or result from the Contractor's operations under this Agreement, whether such operations by the Contractor or by any sub-contractors or by anyone directly or indirectly employed by any of them, or by anyone for whose acts the Contractor may be held responsible. Coverage Limits A. Worker's Compensation& Statutory Disability Requirements B. Employer's Liability $100,000 C. Comprehensive General Liability Section 1. Bodily Injury $1,000,000 each occurrence $2,000,000 aggregate Section 2. Property Damage $1,000,000 each occurrence 2 I Page D. Comprehensive Auto Liability Section 1. Bodily Injury $1,000,000 each person $1,000,000 each occurrence Section 2. Property Damage $1,000,000 each occurrence E. Comprehensive Umbrella Liability $1,000,000 each occurrence $1,000,000 aggregate F. Malpractice/Errors&Omissions Insurance $1,000,000 each occurrence $2,000,000 aggregate SECTION VI. COMPLIANCE WITH WORKER'S COMPENSATION LAW Contractor shall comply with all provisions of the Indiana Worker's Compensation law, and shall, before commencing work under this Agreement, provide the City a certificate of insurance, or a certificate from the industrial board showing that the Contractor has complied with Indiana Code Sections 22-3-2-5,22-3- 5-1 and 22-3-5-2. If Contractor is an out of state employer and therefore subject to another state's worker's compensation law, Contractor may choose to comply with all provisions of its home state's worker's compensation law and provide the City proof of such compliance in lieu of complying with the provisions of the Indiana Worker's Compensation Law. SECTION VII. COMPLIANCE WITH INDIANA E-VERIFY PROGRAM REQUIREMENTS pursuant to Indiana Code 22-5-1.7, Contractor is required to enroll in and verify the work eligibility status of all newly hired employees of the contractor through the Indiana E-Verify program. Contractor is not required to verify the work eligibility status of all newly hired employees of the contractor through the Indiana E-Verify program if the Indiana E-Verify program no longer exists. Prior to the performa ce of this Agreement, Contractor shall provide to the City its signed Affidavit affirming that Contracto4r does not knowingly employ an unauthorized alien in accordance with IC 22-5-1.7-11 (a) (2). In the event Contractor violates IC 22-5-1.7 the Contractor shall be required to remedy the violation not later than thirty (30) days after the City notifies the Contractor of the violation. If Contractor fails to remedy the violation within the thirty(30)day period provided above,the City shall consider the Contractor to be in breach of this Agreement and this Agreement will be terminated. If the City determines that terminating this Agreement would be detrimental to the public interest or public property,the City may allow this Agreement to remain in effect until the City procures a new contractor. If this Agreement is terminated under this section, then pursuant to IC 22-5-1.7-13 (c)the Contractor will remain liable to the City for actual damages. SECTION VIII.IRAN INVESTMENT ACTIVITIES Pursuant to Indiana Code (IC) 5-22-16.5, Contractor certifies that Contractor is not engaged in investment activities in Iran. In the event Board determines during the course of this Agreement that this certification is no longer valid, Board shall notify Contractor in writing of said determination and shall give contractor ninety (90) days within which to respond to the written notice. In the event Contractor fails to demonstrate to the Board that the Contractor has ceased investment activities in Iran within ninety (90) days after the written notice is given to the 3 I Page Contractor, the Board may proceed with any remedies it may have pursuant to IC 5-22-16.5. In the event the Board determines during the course of this Agreement that this certification is no longer valid and said determination is not refuted by Contractor in the manner set forth in IC 5- 22-16.5, the Board reserves the right to consider the Contractor to be in breach of this Agreement and terminate the agreement upon the expiration of the ninety (90) day period set forth above. SECTION IX. PROHIBITION AGAINST DISCRIMINATION A. Pursuant to Indiana Code 22-9-1-10,Contractor,any sub-contractor,or any person acting on behalf of Contractor or any sub-contractor shall not discriminate against any employee or applicant for employment to be employed in the performance of this Agreement, with respect to hire, tenure, terms, conditions or privileges of employment or any matter directly or indirectly related to employment,because of race,religion, color, sex, disability,national origin, or ancestry. B. Pursuant to Indiana Code 5-16-6-1,the Contractor agrees: 1. That in the hiring of employees for the performance of work under this Agreement of any subcontract hereunder, Contractor, any subcontractor, or any person acting on behalf.of Contractor or any sub-contractor, shall not discriminate by reason of race,religion, color, sex,national origin or ancestry against any citizen of the State of Indiana who is qualified and available to perform the work to which the employment relates; 2. That Contractor, any sub-contractor, or any person action on behalf of Contractor or any sub-contractor shall in no manner discriminate against or intimidate any employee hired for the performance of work under this Agreement on account of race,religion, color,sex, national origin or ancestry; 3. That there may be deducted from the amount payable to Contractor by the City under this Agreement, a penalty of five dollars($5.00) for each person for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of the Agreement; and 4. That this Agreement may be canceled or terminated by the City and all money due or to become due hereunder may be forfeited, for a second or any subsequent violation of the terms or conditions of this section of the Agreement. C. Violation of the terms or conditions of this Agreement relating to discrimination or intimidation shall be considered a material breach of this Agreement. SECTION X. RELEASE OF LIABILITY Contractor hereby agrees to release and hold harmless the City and all officers, employees,or agents of the same from all liability which may arise in the course of Contractor's performance of its obligations pursuant to this Agreement. SECTION XI.MISCELLANEOUS This Agreement is personal to the parties hereto and neither party may assign or delegate any of its rights or obligations hereunder without the prior written consent of the other party. Any such delegation or 4 I Page assignment, without the prior written consent of the other party, shall be null and void. This Agreement shall be controlled by and interpreted according to Indiana law and shall be binding upon the parties,their successors and assigns. This document constitutes the entire Agreement between the parties, although it may be altered or amended in whole or in part at any time by filing with the Agreement a written instrument setting forth such changes signed by both parties. By executing this Agreement the parties agree that this document supersedes any previous discussion, negotiation, or conversation relating to the subject matter contained herein. This Agreement may be simultaneously executed in several counterparts,each of which shall be an original and all of which shall constitute but one and the same instrument. The parties hereto submit to jurisdiction of the courts of Wayne County, Indiana, and any suit arising out of this Contract must be filed in said courts. The parties specifically agree that no arbitration or mediation shall be required prior to the commencement of legal proceedings in said Courts. By executing this Agreement, Contractor is estopped from bringing suit or any other action in any alternative forum, venue, or in front of any other tribunal, court, or administrative body other than the Circuit or Superior Courts of Wayne County, Indiana, regardless of any right Contractor may have to bring such suit in front of other tribunals or in other venues. Any person executing this Contract in a representative capacity hereby warrants that he/she has been duly authorized by his or her principal to execute this Contract. In the event of any breach of this Agreement by Contractor, and in addition to any other damages or remedies, Contractor shall be liable for all costs incurred by City in its efforts to enforce this Agreement, including but not limited to, City's reasonable attorney's fees. In the event that an ambiguity, question of intent, or a need for interpretation of this Agreement arises,this Agreement shall be construed as if drafted jointly by the parties, and no presumption or burden of proof shall arise favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement. [Remainder of Page Intentionally Left Blank. Signatures to Follow on Page 6] IN WITNESS WHEREOF, the parties have executed this Agreement at Richmond, Indiana,as of the day and year first written above, although signatures may be affixed on different dates. "CITY" "CONTRACTOR" The City of Richmond,Indiana, by and Lochmuller Group through its Stormwater Board l/ By: President 1 Dated: rL'' �`3 ✓� (Printed): [ i24 Title: c F" FaiAe....7- Arran Bakshi,Vice President Dated: v 2? 2 Dated: /2-A b/zdz/ Sue Miller, Member Dated: / ASA--/ APPROVED: . Sno May Dated: IZ o(/7,491,1_ 6 Page �F Ricy �' � DAVID M.SNOW ir� ) Mayor sY PATRICK SMOKER Director CITY OF RICHMOND DEPARTMENT OF SANITATION 2380 LIBERTY AVENUE•RICHMOND,INDIANA 47374 PHONE(765)983-7450•FAX(765)962-2669 July 21, 2021 Lochmueller Group Attn: Jeff Dewitt PE BCEE Env SP Director of Water Resources-Senior Associate 3502 Woodview Trace Suite 150 Indianapolis IN 46268 Re: Request for Proposals Backmeyer Trace Subdivision Stormwater Improvement Project Mr. Dewitt, The Richmond Sanitary District is seeking the assistance of an engineering consultant to complete an evaluation, design and prepare construction documents for the Sycamore Lane and S.W. `L' Street Stormwater Improvement Project.Please review the attached RFP and, if interested in this work, please present a proposal as outlined. Thanks, Elijah W. Welch,P.E. District Engineer Richmond Sanitary District EXHIBIT'A'-Page 1 of 8 REQUEST FOR PROPOSAL RICHMOND SANITARY DISTRICT ENGINEERING SERVICES FOR BACKMEYER TRACE STORMWATER IMPROVEMENT PROJECT The Richmond Sanitary District is seeking a detailed proposal for a professional consultant, (Herein after referred to as ENGINEER)to provide engineering services for the Richmond Sanitary District. Respondents to this Request for Proposal (RFP) shall comply with the Terms and Conditions contained herein. This RFP is composed of six(6)parts as follows: Part 1 —Background Part 2—Information Available from the Richmond Sanitary District Part 3—Proposed Scope of Work Part 4—Deliverables Part 5—Form and Content of Technical Proposal Part 6—Submittal Requirements PART 1—BACKGROUND The Backmeyer Trace Detention Basin is undersized for the watershed it serves.The detention basin overtops its banks,the area surrounding the existing basin experiences significant street flooding,private property experiences nuisance flooding during rain events.There is a fear that a large enough storm could potentially flood homes as the finish floor elevation of many is not much higher than the back of curb. PART 2—INFORMATION AVAILABLE FROM THE RICHMOND SANITARY DISTRICT The following information is enclosed and/or available upon request: 1. Project location map. 2. Pictures of Flooding. 3. Mapping identifying extents of Backmeyer Trace Detention Basin Watershed. 4. Backmeyer Trace Section 1 & 3 Subdivision Plans. 5. Garwood Acres 1st, 2na, and 3`d Subdivision Plans. A guided tour and pre-proposal meeting attended by members of the District staff will be held at your request and scheduled within a reasonable time frame. PART 3—PROPOSED SCOPE OF WORK EXHIBIT'A'-Page 2 of 8 The following shall be considered as the"baseline" Scope of Work. The associated "Technical and Fee Proposal" shall be based upon this Scope and any other work the ENGINEER would expect to be required to complete this project. The Scope of Work is as follows. Section A—Preliminary Engineering Evaluation ENGINEER shall conduct a preliminary engineering evaluation. Tasks shall involve, but are not necessarily limited to the following: • Calculate a detention basin size(cubic feet)required to meet current City of Richmond Stormwater Policies • Evaluate existing infrastructure and propose potential solutions to alleviate the flooding. • Prepare cost opinions for the options proposed above. • Compile findings with a recommendation into a Preliminary Engineering Report and present to the Richmond Sanitary District staff. Section B—Design and Permitting • ENGINEER shall prepare design drawings and related supporting data that are suitable for approval by the Richmond Sanitary District and any other necessary regulatory agencies. Tasks shall involve,but are not necessarily limited to the following. • Prepare design drawings. • Prepare technical specifications. • Perform design basis calculations. • Prepare narratives for submittal to permitting agencies and submit for approval and permits as required. • Provide additional services necessary for agency approval. • Prepare Engineer's final cost estimate Section C—Bid Administration ENGINEER shall provide limited bid administration services. Tasks shall involve, but are not necessarily limited to the following. • Assist in preparing construction bid documents by providing all technical specifications and plans. Front end documents shall be provided by RSD. • Attend, facilitate and prepare minutes of pre-bid meeting. • Prepare and provide any addenda to the District for distribution. • Review bids and make recommendations for bid award EXHIBIT'A'-Page 3 of 8 Section D—Construction Management and Inspection • Provide minimal on-site construction inspection services. • Review shop drawings and make recommendations. • Attend, facilitate and prepare minutes for pre-construction meeting. Note: The Richmond Sanitary District reserves the right to self-perform all or portions of Section D. PART 4—DELIVERABLES ENGINEER shall deliver at a minimum the following: Section A—Preliminary Engineering Evaluations • Preliminary Engineering Report with Cost Opinions Section B—Design and Permitting • Design drawings (Hard Copy and Electronic) • Technical specifications(Hard Copy and Electronic) • Design basis calculations • Submittal of Permits to necessary agencies (pass through of permit fees) through approval through permitting agencies Section C—Bid Administration • Pre-bid meeting agendas and minutes • Prepare addenda • Bid tabulations and recommendations for bid award Section D—Construction Management and Inspection • Shop drawing review • Pre-construction meeting minutes • Inspection reports,punch-lists, etc PART 5—FORM AND CONTENT OF TECHNICAL AND FEE PROPOSAL Respondents to this RFP shall submit a Technical and Fee Proposal which shall be organized and include information as follows: Section 1 —Company Introduction identifying at a minimum all parties involved in response to the RFP. Section 2—Project Understanding identifying at a minimum the respondent's understanding of the Scope of Work. This section may also include a discussion of EXHIBIT'A'-Page 4 of 8 respondent's use of equipment, innovation technologies, alternative work strategies and comments upon the Scope of Work as contained in this RFP. Section 3—Project Schedule • Assume a Notice to Proceed date of October 15, 2021. • Propose an estimated schedule for submittal of your required deliverables Section 4—Project Team identifying the key staff members of the respondent's firm who will be dedicated to the project, including a description of each member's roles and responsibilities on this project. Resumes shall be provided for each key staff member. Section 5—Related Project Experience identifying no more than three (3) of your most recent past, similar projects. The information shall include at a minimum, a description of the work,the client's name,the client's contract representative and telephone number and the schedule within which the engineering and design work was completed. Section 6—Agreement with Insurance Requirements shall be stated along with any exceptions. The successful respondent shall be required to name the Richmond Sanitary District as an additional insured. Section 7—Proposal Fee Tabulation. The Fee Tabulation shall be structured based upon the work items as identified in Part 3 of this RFP. A tabulated Probable Opinion of Cost shall be prepared to address each Scope item. Respondents may propose fees based upon unit price, lump sum,hourly rate, or any combination thereof. For Section D (Construction Management and Inspection)provide hourly rates for each staff member. Cost-plus fees must include estimated man-hours by labor classification by task, estimated of other direct costs, overhead and profit allowances, etc. Unit price items must identify the estimated number of units associated with the unit price. The final tabulation of costs shall be considered a"Not to Exceed"fee. Respondents submitting alternative Scope of Work strategies for consideration must submit separate fee tabulation for each alternative Scope of Work. PART 6—SUBMITTAL REQUIREMENTS Three bound copies of the"Technical and Fee Proposal"shall be submitted to the Richmond Sanitary District no later than August 27,2021. Proposals shall be delivered to: ewelch@richmondindiana.gov The Richmond Sanitary District reserves the right to reject any parts and/or your entire proposal. EXHIBIT'A'-Page 5 of 8 , r gggmgn:Valt,g.g,14.agg..rt,.;:ksagEgg. 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Backmeyer Trace Subdivision ��,y, . p {a Y� x.} }4°•A Stormwater Improvement �: : = „, �k"r.� = forTHE CITY OF RICHMOND , „...., _ #4. t-- .. .. -.r_`:, .,.�_- -.,:. - 1.fit _ ,,,'' :, _^ (RICHMOND SANITARY DISTRICT) -- -ter �f. ,wA To the Members of the Selection Committee, , ': & , i ,r%.3Y'�.,'n14 •i to, .� 4 wtl Here at Lochmueller Group(Lochmueller),we recognize that residents establish ' ' ',. '. `K t. themselves,their families,and their businesses in a community where they know Yn,-. ' .,2r 'ri '', , f— that their most fundamental needs are being met.We also know that they and their 14 4 " • �A4 ;r . f neighborhoods thrive when community leaders do everything they can to provide a .,;ram •j ., „1. 1 • ,1 ;+; �� • safe,healthy environment. .14' ?r� 1 lv- ;; , That is why we are excited for the opportunity to continue our partnership with the � ° "'" .., !,w `_' - r�' Y = � Richmond Sanitary District with the improvement of stormwater management for , ' ,� jz YY�f� � �; S F� 4Y ti the Backmeyer Trace subdivision.Our experience in stormwater management has r, s� i4„r '�`-'� F r ;f -,-•; provided the Richmond Sanitary District,the City of Richmond,and numerous1'4 y r; r`�'y + ,'�' 4 ` communities throughout the state of Indiana a strong,reliable relationship for long- 2� 'A; ,"' �` , ',PI '� 6. ,�. term, high-quality, preventative,and solution-focused results. In this proposal,we '"y x \''Y.,, / , f- L 4{ will demonstrate that we are the right choice to tackle the stormwater issues the - = E , r i�G•/1' ' +,� "' z i;,%• residents of Backmeyer Trace are facing. 1:.'tl �r 1sF ll, r rv�. r� Y g , ���n��°e �3�'��;�'��,',t���:`'��\ ,��* 'ter �"'� ``� 5 j 'A � � '�yr, , When you choose Lochmueller,you are choosing Project Manager Emily Nelson,PE v:{ . , Aid x i t t.,.-'. r 4 .�y4.. ' , r l,;' iF +fi t 4 n , and Design Lead Erin Wenger,PE,CFM with a combined 29-year history dedicated to `=T , t,= t.,� .4n „ ,r TA-V4 improving communities just like BackmeyerTrace with: #% 9 (j¢j l�'k` 1� , 1 '. ; %. f, A Foundation of Creativity,Accountability,Respect,Dedication,Integrity,and 1r , A`t /c ,4,A1, c•{-. �',- I e r w Z,N . Ei r , Achievement:We do.things by-the-book with honesty,openness,and sincerity to r''� Y _� l��l ,� y{ �,F. Pvi. ; % \ '' '1. deliver the best project experience possible.We take ownership to better ourselves • ^ r f�g, � 'i�' f and learn humility from our missteps.We humbly celebrate the completion of our l�`r • } ". , '� <, • ., ,i, projects because we believe that our projects success is your community's success. ,t'd , ,t J, ;,,.-,,, J f Project Knowledge and Innovation: Our team members work closely with one �, a1 > . i };y 4 s; 4' l > another to confidently determine the best personnel to place on a project.:We pride ` ,, : ;fr yz?,.1.7p .4.'� i r' ourselves in:our abilityto approach-projects collectively and effectively with a y 1) ,Ris r ' '. • I. • <. (,,,J;r;L PP y h proactive mindset.We explore all potential problems and adjust accordingly tor. .n tom', le' - % l T „ r_ ,>rr' f,),‘, Internal and External Collaboration and Communication:We exercise the ,-•a, -V:it E • r`f r�, � ,ty r:�_ importance of strong communication skills for all stages of a project. From the first '- `="' ' rl ' " questions on feasibility to the final conversations that polish the finest final details of a project,Lochmueller believes that the only way to find success is to explore it.We RESPONSIBLE OFFICE celebrate individual insights.We encourage questions.We embrace the need for Lochmueller Group Insight. 3502 Woodview Terrance,Suite 150 Indianapolis,Indiana 46268 Sensitivity to Schedules,Deadlines,and Budgets:We know how to keep things on CONTACT INFORMATION track across the board.The residents of this community need these results in a Jeff DeWitt timely manner,and we will do our best to produce on every step and in every stage Mobile:317.691.0010 as originally scheduled. JDeWitt@lochgroup.com Thank you for your consideration of selecting Lochmueller Group.We look forward to continuing this storied and celebrated partnership. Respectfully submitted, LOCH M U ELLER 61 t vrn lqa _ , C%N GROUP Emily Nelson, PE � Erin Wenger, PE,CFM Project Manager Design Lead EXHIBIT'B'-Page 2 of 23 LOCHR/IUELLER 6I1OUP COMPANY INTRODUCTION Founded as an infrastructure planning firm in 1980,today Lochmueller serves their clients from 11 offices across the Midwest. With nearly 250 team members,we proudly and confidently provide our clients a comprehensive range of services for all their planning, engineering, and environmental needs. SERVICES -- • Transportation Design =J� f _, » Roadway Design —� • ,, - f--="= • Bridge Design _ ' j . » Water Resources ti` 7 `�' �' i �+ 7 -, " k • Drinking Water A - "` --, °' - ., » StormwaterI ',,��r• _ .',r S , , -_ _ Wastewater ,' _ 'N°;it i71 r dr `' » Construction Administration } °.+, - - - ,, ht,= _— » Civil &Site Design _r f.; , ,; , » Traffic Engineering& Planning _L. ,*. » Right-of-Way Engineering&Services . .;_ A » Survey » Environmental Services Internal collaboration with our Water Resource Team » Supply Chain &Logistics WATER RESOURCES TEAM Lochmueller's Water Resources team has become known for its award-winning solutions to help communities address their stormwater drainage issues.Our team members are passionate about promoting efficient and sustainable drainage practices. Lochmueller professionals participate in several stormwater industry workgroups and committee to stay on top of new regulations and design practices. By contributing our time to these organizations,we protect our clients'interest and add value to the projects we design. VALUES Our focus on the future and dedication to our values are what make us unique. Our planning-centric mindset drives the way we deliver projects and hire people.We do not focus on winning the next job, but winning life-long clients who trust us to always keep their best interests at heart. We understand the impacts of corporate decisions on our families and the communities where we live and serve. Lochmueller believes that no matter how times change,the foundation of lasting success is established by focusing on people. y55' `� O - '� �, .ELF _ _ p. 0`. ,y, Ro „,., ,,, ,, ..,. , #* ..„,,,,,,,,,, CREATIVITY ACCOUNTABILITY RESPECT DEDICATION INTEGRITY ACHIEVEMENT °Backmeyer Trace Subdivision Stormwater Improvement ° 2 r, . ="..-gl rol`7I . LOCHI!/IUELLER GR®UP PROJECT UNDERSTANDING On August 18, our design team met on location to gain a thorough,first-hand understanding of the project's need and the scope of the impending workload. Early interaction provides a wealth of insight in preparation to begin a study phase which will subsequently allow for further refinement of project goals. Upon further coordination with Richmond Sanitary District,a conceptual plan has been developed and is presented in Appendix A.The conceptual cost estimate is approximately$350,000.The project will begin with a study phase to better analyze the existing conditions and generate feasible alternatives for detention and conveyance capacity that will meet current stormwater policies for the City of Richmond and culminate in the team's presentation of a Preliminary Engineering Report to Richmond Sanitary District. The project will move into the design phase following the selection of a feasible improvements alternative from the Preliminary Engineering Report.Topographic field survey and coordination with the County Surveyor,existing utilities, and other stakeholders will then begin. Design deliverables will include construction plans and details,technical specifications,a drainage memo with design calculations,engineer's opinion on probable project costs, and any required permit applications for the design.The Richmond Sanitary District will handle any necessary land acquisition and all corresponding communication with the public. If requested,our design team can assist with meeting materials and messaging,as well. Finally,our design team will provide both bid and construction administration as appropriate during the project's progression. rPP 4 �• fit* • _ • fii 4 r 1 r_-' _ ,- ¢ r s iG�i• -' i may - 'T if Erin Wenger and Mike Gangstad of Lochmueller at a project kick-off meeting for a Tippecanoe County Sewer System project [a PROJECT TEAM COMMUNICATION We have assembled a team that has you covered.Our team Lochmueller will keep the lines of communication open.We has delivered projects from a couple hundred feet of pipe believe we have developed a great working relationship with with one detention basin to thousands of feet of pipe and your community through the years— a relationship based on ditches with several detention basins.We are constantly integrity,cultivated by trust, and nurtured by mutual respect. moving to innovate while coordinating with various agencies We maintain that relationship through all stages of the to keep design both practical and efficient,saving you time project.If there is a question,it will be met promptly and and money. graciously. r+Rai [to/ DESIGN Our flexibility will be key. Depending on the potential We live for the creative design process.Lochmueller availability,it is our priority to remain open and flexible on the embraces the interdisciplinary approach to design and design.On past projects where forces beyond our control recognizes that while not all of our team members'education have dictated change,we have effectively collaborated to and training are the same,our strength comes from make revisions to maintain schedule and budget. capitalizing on our diverse experiences and skills. Everyone has a seat. Everyone has a voice. Backmeyer Trace Subdivision Stormwater IImmpro�ve rnent 3 . <CDCULLE c RcDUFE' KEY PROJECT ELEMENTS ! or Y '_ `1 4x Driveway Flooding from Adjacent .• �/''' ,` ), . '"` t. Curb Inlet-Evaluate inlet placement t rj r " t z �'` to determine if additional inlets are ;No, ��'' - needed to proper!. direct stormwater �! #"� =;` p p Y $ )Ff tor ," r ; r Ts runoff into the collection system. "''�° •`11- v ° tirs,...._, I- Ceda. Cr.] 'oad - �°' r,,. •', _ - 3 , i . "` #' r�b� rtj' r.Ci ff , . " •i$ ••,., -,„ ", ` 0 ": Undersized Detention Basin- ;;• - 1 rs * ( Evaluate existing capacity and --�•�, r,* ° foi.'p,„;:ft„,,, ,-0,,t•?..„L".-t. ,,� , ,:-i k— j °•'4 n determine needed capacity to . y `ma`s k ,ti\ :�{ate V•i, ,r_ z- '�'•' r 'v r; ,I k ,, a i'"i'J d •�4.4G`.i� n`s, .. 4,,y., ,..c '7. -i..4 _ �, J _ �,r�,� �,�. �� �s�,�,,,;, meet current City of Richmond } ] "-all ,, i ".. `1-. a ; '-�i£'h-�`'a 4'� % 1?. Stormwater Policies.Protect x� 'r s-;�� r zcS 71 "• k -,^* mature trees within existing basin. � � ffIX �. �aM'A'°u�� Fry _ _ .-r- r. �Z� j°.a:���� SST 'iG w'` t • i 1 •' - ;' { ,,t''''` ''':',4;p 'tom. , • I :sA ... ..: :*�. a -..,., el i}^• '4.I, . r—�,��f-'� 1 ' ,rJ v- � • 0 ' i YEx.Detention Outfall 4} �' 'M r Si 'Ik �' m , F � - rUa• _ _ i -• `"� ti`I.' , - v�" i ^ 4 ~ ` stonecre`ek • . „r..•t c. , ,,1;,, ,c.et,... .4-:-.4:-1«,',...,1:-':.::-'11---j'-- '1:--.:: 1-P"''''.:1 -1 Y'l'-',*11A1:75 17:l''''4''I II 1..-77;:' 'N., :14;''‘i,.1"...:':'S4-i 74:4;,, ,...„,,,:: ,,_ yr h li ' ' r I ,, S, a4 ' A.F.Scott Legal.Drain- `_ 2. {V --It,: '" -'.. . �, I i :t Ti Coordinate with Countyi 1, .C4 ° ' '' '� _-= - -S 37`�Street _ ,, x,•1�� ' to determine legal.drain ) ';-, R � (, capacity and �— a downstream impacts. -r 5 ry- �" ," 1 Potential Site for Additional Detention- .'y a '`= A:. _ _ Yr µ Identify and evaluate potential locations for a , ti, ,,. '1, 1 •,; �= . •; ,,.,z s• •4, ._ additional stormwater detention.Consider fir' "� �_- °'* opportunities for open detention, " E.` , - jam. iv, , rh X,• , '` - ` underground detention,and green I r,oak , ,. ?M. infrastructure, .* f B. «kmeyer Trace 5u1dvii:®n Stara—meter Imor©vemen , 4 FXHIBIT`B' Paae 5 of?3 L®CHMILJELLER GROUP PROJECT SCHEDULE Assuming a Notice to Proceed date of October 15,2021,we propose the following preliminary schedule. • PER DESIGN BID it 0N*TRUCTIO`N A tsi ADMI ISTR TON 7 February 2022 August 2022 October. 2022 October 02:2 June:2023 . PROJECT TEAM Our proposed design team will be led by Emily Nelson, PE.Emily's qualifications are illuminated throughout her work-portfolio, which consists of more than 100 designs in stormwater,wastewater,and transportation-related projects.She will be backed by a hand-selected team and nearly 250 additional in-house experts with a wealth of constructive insight and creativity.With Emily's expertise and vast experience, Lochmueller Group is fully equipped to analyze,assess,and overcome any unique or unexpected challenges that might arise at any stage of this project with special care to satisfy cost, permitting,design, schedule,and construction needs. Lochmueller's professionals will seamlessly network and collaborate to deliver on all aspects of this project,from proposal to final plans and specifications.This project may require many of the available disciplines Lochmueller offers.Our internal team disciplines are able to seamlessly deliver all aspects of the design and will provide one point of contact through delivery of final plans and specifications. /ra �rLl' I° i4�110/; " ',��$ RICHMOND SANITARY DISTRICT • Elijah Welch,PE ` !nL0/ PROJECT MANAGER TECHNICAL ADVISOR&QA/QC Jeff DeWitt,PE, BCEE, Emily Nelson,PE ENV SP • • SURVEY DESIGN PERMITTING Perry Jones, PS Erin Wenger, PE,CFM Jeremy Kieffner,CPESC Hannah Klein, PE Cole Johnson, El Backmeyer Trace Subdivision Stormwater Im•rovement 5 UDC H!VI LIP ELLER GROUP TEAM RESUMES EMILY NELSON, PE I PROJECT MANAGER \fMS,Engineering Management,Rose-Hulman Institute of Technology I BS,Civil Engineering,Rose-Hulman Institute of Technology I kv Professional Engineer:IN I American Water Works Association I Indiana Association of Floodplain and Stormwater Management I Water Environment Federation r Emily Nelson has 13 years'experience as project manager, lead and assistant project engineer,QA/QC and sat as technical engineer in more than 100 stormwater,water,and wastewater utility projects throughout Indiana.She i 445 4 has experience preparing drainage studies,evaluating improvements for large and small collection systems, hydraulic modeling,designing stormwater management systems,open and hybrid ditches,storm sewers,channel and pond stabilization measures,and detention facilities.She has developed a thorough understanding of procedures and innovation with a steadfast dedication to detail,communication,and efficiency in cost and process. EXPERIENCE US 41,SR 66/62 Pavement Replacement 2020 Miscellaneous Drainage Stormwater Improvements,New (Des.1601066)for INDOT Vincennes Improvements,Beech Grove—Project Whiteland— Project Manager District— Project Engineer responsible Manager for drainage improvements responsible for preparation of for hydrologic analysis and hydraulic design in various locations and Preliminary Engineering Report in SRF design of new storm sewer system and preparation of quote package including format,Asset Management Plan,and bid existing storm sewer trunkline construction drawings and project package for ditch rehabilitation,new rehabilitation. Project includes manual. storm sewers,cured-in-place pipe lining, reconstruction of US 41 from SR 66/62 to Stormwater Improvements, stormwater quality units,and pond bank Diamond Avenue in Vanderburgh stabilization. Emily also coordinated with Greentown—Assistant Project Manager County, Indiana. Improvements include and Technical Manager for Preliminary SRF,rate consultants, legal counsel, and pavement reconstruction, new raised Engineering Report and OCRA and SRF regulatory agencies to secure permits median,new storm sewer infrastructure and funding. format and for the design of three and cured-in-place pipe lining for existing storm sewer rehabilitation. detention ponds,storm sewers,hybrid ditches,and incidental improvements. - ERIN WENGER, PE, CFM I DESIGN LEAD t.``„ '•, BS,Agricultural&Biological Engineering,Purdue University I Professional Engineer:IN,WI I Certified Floodplain Manager, Cfr• �' Association of State Floodplain Managers t . j Erin has experience in municipal,state,and private stormwater systems;municipal water and wastewater collection systems;and hydrologic&hydraulic flood hazard studies.She is also well-versed in the regulatory requirements for wastewater and stormwater projects required by local,state,and federal agencies. EXPERIENCE Shirley's Arbor Stormwater Basin 1-69 Section 6.4 in Johnson&Marion Stormwater Plan Review,Richmond— Project,City of Jeffersonville—Hydraulic County,INDOT—Stormwater Engineer Plan review and calculations of 30 Engineer for stormwater improvement providing drainage design for 1-69 from development projects to ensure designs that used city-owned property to Stones Crossing to Fairview Road. Project compliance with the City of Richmond's reduce downstream flooding and provide work included the hydrologic and stormwater standards,including a walking trail and park facility. Project hydraulic design of five bridges,40 detention,conveyance,water quality, work included hydraulic modeling of culverts,ditches and swales, median and erosion control. Erin prepared review detention basin using Storm and Sanitary drainage,four detention basins,and letters for each project and coordinated Analysis and culvert design using HY-8. water quality features. (See page 11 for with the developer's engineers to bring Detention calculations used the SCS more details.) proposed project plans into compliance. Curve Number Method with Huff rainfall distributions. Developed HEC-RAS models for select downstream culverts to verify the anticipated downstream impacts. Backmeyer Trace Subdivision Storrs ater Im e rovement. 6 - 91=0.g-5760,7A L®CHiV1IJIELLER CROUP ; HANNAH KLEIN, PE '' COLE JOHNSON, El t PROJECT ENGINEER � . PROJECT ENGINEER BS,Civil Engineering,University of Evansville I i a'i BS,Engineering,Civil Emphasis,Pott College of Science g `-; Professional Engineer:IN a` . Engineering and Education,University of Southern { t Indiana l With a specialty in WaterGEMS and � y - GIS, Hannah's experience includes (= ,,3_^ Prior to joining Lochmueller,Cole worked as an various water and wastewater designs Engineer for INDOT,Greenfield District and and Preliminary Engineering Reports and studies. participated in the Graduate Engineer Development Program in the Central Office where he gained experience in hydraulic engineering EXPERIENCE that included complete hydraulic analysis and design of culverts Program Management for EWSU for Green and pipes using ARCGIS,ARCMap, HY-8,and HEC-RAS. Infrastructure Management— Project Engineer for Green Infrastructure Program intended to reduce the EXPERIENCE amount of Inflow and Infiltration (I/I)into the combined North Green Springs Valley Drainage for Warrick County— sewer system.The program includes the installation of Project Engineer for neighborhood drainage study,including data green infrastructure Best Management Practices(BMPs) collection on stormwater issues and residential problems along for development of supporting processes,technical main drainage channel.Information was obtained through standards,and standards of practice both inside the right- questionnaires,data analysis, HEC-RAS modeling,and comparison of-way and on private property. modeling.The team developed,modeled,and proposed channel geometry and culvert sizing to meet a 50-year roadway serviceable Bedford-Lincoln Avenue Storm Sewer Design for the City goal. of Bedford— Project Engineer for the modeling and design of over one mile of separate storm sewer through Cannelburg Road Improvements for Daviess County—Conducted urban core district within the city.The design included the drainage analysis, modeling,and design for culverts located incorporation of a recent sewer project on Lincoln Avenue between CR 100 and CR 450 N. Project work included data between 6th and 7th Streets,sanitary sewer overflow collection of watersheds for hydraulic calculations,analysis of disconnections,and coordination with drainage. existing and new culverts through HY-8,sizing to meet INDOT requirements,and compilation of hydraulic data. Shirley's Arbor Stormwater Basin Project for the City of Jeffersonville— Project Engineer for the design of site Telephone Road Reconstruction for Warrick County—Assisted in improvements to a city-owned property serving to stormwater drainage analysis and design that included the review alleviate flooding and provide recreational walking trail of delineated watersheds, hydrologic analysis through Hydraflow, and park facility. and the preliminary hydraulic design for small structures,inlet spacing,and new storm sewer system calculations. - . JEREMY'KIEFFNER, CPESC PERRY JONES; PS ' PERMITTING . SURVEY • A BS,Public Affairs,Environmental Science& � ' BS,Civil Engineering Technology,University of i‘ P Management,Indiana University 1 Certified s' Southern Indiana I Professional Surveyor:IN I t Professional in Erosion&Sediment Control I r q i Indiana Society of Professional Land Surveyors I t: - INDOT-Certified Stormwater Manager I NEPA ',Vim w Member of State Society&Southwest Chapter {, &the Indiana Transportation z•, �'i Decision-Making Process I Indiana ' As Survey Project Manager,Perry is Association of Environmental Professionals responsible for conducting various types of - surveys including route location surveys for roads and bridges, Jeremy's 28 years of experience includes heavy construction verification and layout,and topographic and transfer involvement in field surveys,EAs,CEs,wetland delineation, documents on right-of-way engineering projects. Stream assessments,and mitigation site design, monitoring,,and maintenance activities,as well as hundreds EXPERIENCE of permitting projects throughout southern Indiana. Topographic Survey&Easement Exhibit Preparation for Water Main Relocations for the City of Evansville,Indiana Water& EXPERIENCE Sewer Utility Countrymark Pipeline Replacement Across the Wabash River in Miami County,Indiana Backmeyer Trace Subdivision Stormwater Im0r emennt h #1y , t. .. g r----11-43CIFIIVIUELLER GROUP ; JEFF DEWITT, PE, BCEE, ENV SP p://: :--) TECHNICAL ADVISOR&QA/QC 1� BS,Civil Engineering,Purdue University I Professional Engineer:IN,OH,IL,MO,PA I Board Certified Environmental Engineer! K. Envision Sustainability Professional `'-' ' Jeff has over 23 years of experience serving Indiana clients on stormwater,wastewater,and water projects. His ^'-` stormwater experience includes collection,detention, retention,pumping, and treatment.Jeff was also involved Lek in a workgroup that helped draft and review the guidance document for the Indiana NPDES Phase II Stormwater Quality Management requirements.As Technical Advisor,Jeff will be available to assist Emily in resolving any challenges encountered throughout the project. He will also provide review plans and other deliverables to ensure rigorous quality checks are performed. EXPERIENCE Keystone Avenue South Stormwater Outfall Project 2A for Indianapolis DPW-Technical Advisor.The first phase of a series of larger storm drainage projects throughout the 38th&Olney area,this project will provide a stormwater conduit to Fall Creek. It will consist of large diameter piping extending from Sutherland Avenue on the west to Keystone Avenue on the east.The project will improve the immediate areas by providing drainage, new pavement,curbs,and sidewalks. Shirley's Arbor Stormwater Basin Project for the City of Jeffersonville-Technical Advisor for design of site improvements to a city-owned property that serves the dual purpose of alleviating flooding in the area and providing a recreational walking trail and park facility. Project work included site design,hydraulic modeling using the SCS Rainfall model and Huff's Rainfall models, stormwater detention basin design,preparation of plans and specifications,and cost estimation.The'A-mile trail was constructed on the perimeter of the detention basin,which covers approximately 4 acres.We worked closely with the Mayor and our Landscape Architect to develop initial renderings and deliver an overall design that met the City's goals for the look of the park. Lincoln Avenue Stormwater Improvements for the City of Bedford-Technical Advisor for design of stormwater improvements to address flooding on Lincoln Avenue.The project was identified as a high-priority in the Stormwater Master Plan that Lochmueller delivered for the City. Flooding occurred several times a year during large rain events,making the roadways impassable for motorists.The project included 8,400 linear feet of storm sewer ranging in size from 12-to 54-inch and 157 manholes and inlets.An added benefit of the storm sewer construction was that all sidewalks along the proposed route were reconstructed to meet current ADA standards. DELIVERING QUALITY Quality is not just about conformance to a set of requirements quality-control procedures are carried out.All design analyses, for a final submittal. It is a commitment to maintaining high drawings,specifications,calculations,and other design standards from the very beginning.Our procedures provide an documents will be checked by experienced engineers not orderly and efficient method for checking plans every time they involved in the design. are submitted and include a constructability review. Jeff has the experience to adjust the depth and extent of Jeff DeWitt will provide QA/QC Review. He has experience in independent reviews based on the project size,complexity, transportation projects,including developing scopes, and level of risk.Our team's attention to detail and a high- overseeing design,developing preliminary engineering reports, quality deliverable will give our design team an advantage and performing quality reviews to guarantee adherence to when it comes to delivering a project that translates easily to performance-based criteria.Jeff will ensure that rigorous reality. DESIGNER CHECKS EXPERIENCED CONSTRUCTABILITY DESIGNER REVISES EXPERIENCED PLANS PER REVIEW THEIR OWN WORK DESIGNER REVIEW REVIEW COMMENTS DESIGNER VERIFIES Backmeyer Trace.Subdivision Stormwater Im.rovement 8 s r9eYo...g-a1riMi LCDC1-11Poll LIELLER GROUP RELATED PROJECT EXPERIENCE ShirLey's Arbor __ Detention Basin, Park, & Trail ..�„�, ` Jeffersonville- : ,� A residential development in the lower reaches of the Woehrle -- 4 "�, �>, and Waverly Road ditch watershed was experiencing frequent '-=-'r,, � - - • u ' flooding. Lochmueller was hired to evaluate the watershed - :r" ' ''1. ' ' ' and develop solutions for reducing the occurrence of flooding ' ,, • r� .�x for the residents. •-.. s ,' The watershed hydrology and hydraulics was evaluated using - AutoDesk's Storm and Sanitary Analysis modeling software. � k ' tr The results of the modeling demonstrated that the frequency • of flooding would be reduced by constructing a stormwater "--Q'+ 1 ' -r detention basin upstream of the area that experienced flooding. The solution included the construction of a 12-acre multi-use - - facility.The facility will: r - -- » Detain water and reduce flooding 2��'�� " �' " '`- �ci 4 g t: f . .go-,` x`,, :b..,•,'1 ..1-.,,. .- -, A » Provide a%2-mile trail with exercise stations * _ ; �x . '.." ,� » Provide open space for other recreation activities. -*"- a'"x -y=� F —.- ^°1;r The project was constructed on a city owned property with r g. the trail constructed along the perimeter of the detention -` _ 4 `v' �' - ' .fix' F,+O�- -� �,„ .. �" basin that covers approximately four acres.The detention area �� ,�� �� ,•• .. ,; • � �, � %, �„-, ; was designed to utilize existing contours,where feasible,in s,` . ; _ram--- "'-�.,_�,,.� .,� order to limit impacts to wetlands and reduce regulatoryf: y a --"' requirements,The trail includes circuit-training type exercise -\ ` stations at intervals along the course with stationary `•. '" `r •., r m • equipment for stretching and isometrics. Lochmueller's work "� - " - 4__ - tasks involved site design,trail design, hydraulic modeling, `{ `� detention basin design with 24-inch outlet piping and Client: City of Jeffersonville emergency overflow weir,culvert design,erosion control plan, grass seeding plan,and landscaping plans including tree Client Contact:Andy Crouch, City Engineer plantings and decorative paving bricks. Contact Number: 812.285.6476 Schedule: Design Start— October 2019 Design Complete — May 5, 2020 Backme er Trace Subdivision StormSvater Im 0I oveme nt 9 iL C li•-t1 €1=II_9_E R �R= >UP Ludwig Road Relocation Fort Wayne Lochmueller provided stormwater design for 7,,,..„--, t , . •the Relocation of Ludwig Road in Fort I � l '' , �' 3 ,4... '''t' '��fp s• Wayne.The proximity of the existing ..r�t T .'; i i' _i �`'' , ill intersection of Ludwig Road and Coldwater s'> �( •i j ,r� `+ , `�i• � ' ,st ., „` 1 ,a Road with the 1-69 on-ramp creates Il y ' --, , '494 ,,• L1..: Ito confusion for drivers,leading to a high rate ��'• ._R��£ _01�•' ,# .��'1 ,- `- ,� - • of traffic accidents.To improve safety,the 1, ..... J .. -^ mpit,'�' l ,.1 �,r c� s * � ry, 1 , `sti,. intersection will be relocated to the north at E .lr (t a 'I •�' �---.r "• ( 1.._..- y i c kit- .4 ,�,c".' ,,•:�1 a ' a new signalized intersection with Coldwater r �.,. - , 4 ' R-1 . _ ik firb ,- Road.This relocation will feature the 1. i ll placement of a new roundabout and { _ approximately 2,000 feet of new roadwayti !`ig' > alignment. + '-.�"I "',; Lochmueller served as the stormwater �j I " ;i;'�= subconsultant, providing the design for �� J , ' '. • , culvert replacements,a curb-and-gutter inlet `,i +i 4 9 _ Y - ,: •` • ' system for the relocated roadway,and a new fit - 4 ` stormwater detention basin.The detention v., • basin has been sized to detain runoff from �' \, _• r' the roadway portion of the watershed only. _ Proposed detention basin .,, s `, - , - �; --` Additional runoff from upstream areas that i • ,t ' Vet 4, ' `• ' "' are off-site will bypass through the basin ��\fit% . '" ii.. s without being detained. Due to limited land •It'll -- ' . '� '` �I * _ � ` �� availability,the east side of the detention � is' - J •,:� �• - -- ' basin will utilize a retaining wall in order to ' i • .-.' kr4, �--' `'--,•, .',iµ•• , - i; ` - maximize the usable storage volume. Special attention was paid to the impacts of 1 cCi :, , -t ���J �.-.r� r-2, r^ 1 . Legend the receiving stream on the detention basin - _- �, `^,- ' fir--T`i O Detention Basin Watershed,Prop.(46.2 ac) and storm sewers.A tailwater analysis -„;� , mif; - Pavement Linework showed that several segments of stormdiihi 1 ;�} �; , 1, '` !o J�A r ' r'', --Prop.Right-at-Way sewer pipe.needed to be upsized in order to t t e y.1- - 01 �I :r4. Y i Parcel Lines meet City standards when compared to what 1- ..)., t ,,t' , p)'d l! r• would be required if the tailwater condition were neglected. Client: City of Fort Wayne Client Contact: Patrick Zaharako,City Engineer Contact number: 260.427.2789 Schedule: NTP —September 2019 90% plans submitted to prime consultant— May 2021. Currently awaiting R/W acquisition before finalizing plans. - i4. ' � ', :•f"c .fr z - �.,k2 fix � �tr a a ti vt, ,i''—''a'..;s ?Bacmeyer�TracetSubdlvsi onpSto mwate I 0 rcvery enre •.s 10 tL®C HMI LB E L€L_lE R. c �O L EIS I-6g Section 6.4 in Johnson & Marion Counties INDOT, Central Office Lochmueller was selected as the prime consultant for design development on 1-69 Section 6.4.As the overall structure lead, Lochmueller is responsible for managing five different consultants and bundling the contract documents for over 20 bridges. Drainage design for the section of roadway from Stones Crossing to Fairview Road included the hydrologic and hydraulic design of bridges,culverts,ditches and swales, detention,as well as other water quality features. Based on coordination with the client,an emphasis was placed on identifying and addressing existing problem areas on state-owned property,such as road overtopping of State Road 37 near the Bluff Acres subdivision,and verifying that the proposed project caused no negative impact to adjacent properties including the wastewater treatment plant downstream of the proposed Travis Creek culvert. c'^i """ ihydraulic features include: ... . x. Y f; t J ;MA Key Y Key Hydraulic features i —+( ' Fairview ,< < : �� d } 1,464-foot box culvert to meet right-of-way ,,� a 's z.1.rl a+l constraints s .+-�' A - 3.. ,! `^ a - Sizingdetention to eliminate need for multiple r 1 Hon ;�i '. -ir (j .. {"�', ..;iv I e-'Greek , e rt. smaller basins � � �• -lc:— , 'xs�e � ;�r�t��r tY• ��;� � Honey Creek Bridge on new alignment for service :-, , � z "`• _` t , f y ."�,•'_ _ „A� road ••r ( ;,, N' 4 Replacement of existing twin Honey Creek Bridges hLL River , °3 `' • ,. Gam', I 'E4 . - _ ? New curb-and-gutter storm sewer system for lit r ,A r ___ --- e7„, Smith Valley Road f ': proposed Smith Valley Road interchange 4 l v, - K 11');'''''\ . '1 v ; . , Wt. �.i�, Detention using existing topography to minimize • `.` ter., f _• + �� , 4�" proposed grading 1„; r T,• ,:'st,•. ,'lei ^1. r ,,, • , '.f, - ,;�' -; 7 f "' North Bluff Creek bridge on new alignment t `,1: ` .' } R '�- f '``'"'141 0 Replacement of existing culvert at N Bluff Creek _.- , -- 93 r' • '� :• with bridge "n a - .J/CI ;2,; }3 X-- `�, ,, Existing bypass flow from Travis Creek eliminated f ' I /' t ,-,a ' 1 ``•-,,U Stones Crossing ,`a 4 for 100-year design storm 4' . ,r-i-: y* � r�y. '` "'" ,.. . 7 0:= Replace culvert at Travis Creek '' N Bluff Creek r 1_ .;r_, xYf- r Existing `• • n - ', ; wastewater e,,. , , ... .,. , .. Yt :1�_3 `i , a i treatment � •,r -u ' r• <_�` ,;. Client: INDOT • n.l U,,, ; , ' a R 4s,' i. .r ; -1 Client Contact: Mark Bailey, Director of i °-,, , 'T gi 5 I'-� . y*�ty Ipi: :, ► Hydraulics :tC�`f �, � s,• � i •;' Y "` -t fay Contact Number: 317.233.209E rrt ` t '" .s:'7t-,3'.* .'c- 1 Y , a l.r ' _ . ,�' Schedule: ti$st:.�,, 1* ' �,,; 1 .- Travis C k ,/�,t ` ,+_ +; J �t 1-' , Cee s a`+ Design Start— March 2019 X � P� * 4 '` ``0..z 4 s"5-l'r ,. ` c. ,,,„ � �l Design Complete —July 2020 it ,V, . FX -% `lN n 1fi*As _l_.._T. `lam'4.41.t - . cif, t wt. aBackm �,er`Trace Sube'lvlsl®n S`t®rmwa'ter:Imo revemen' '' " - ` 3 ' y ii - .��*., ,* t 'FXHIRIT'R'�-Pagp99 nf73 LOCHIVIIJELLEIZ G EtO I.J P Agreement with Insurance Requirements Lochmueller doesn't take any exceptions to insurance requirements as stated in the RFP. Lochmueller currently maintains and will provide insurance that meets requirements that were described in an email from Mr. Elijah Welch on June 3,2016. Lochmueller will also meet the requirements as described in the Request for Proposal. Scope and Fee Tabulation Phase 1— Preliminary Engineering Evaluation Report » Conduct kickoff meeting with Richmond Sanitary District. » Review existing data and documentation of project need. » Evaluate existing detention basin and determine required capacity to meet current City of Richmond stormwater policies. • Develop up to two alternatives for detention,conveyance,and quality improvements. » Develop conceptual cost estimates for each of the two alternatives. » Analyze improvements alternatives by evaluating hydraulic performance,environmental impacts, cost effectiveness,and constructability. » Prepare a Waters of the U.S. Report and determine permitting requirements.(See Permitting and Envirohmental section of this proposal for more information.) » Prepare a Preliminary Engineering Report(PER).Submit draft version and conduct draft PER review meeting for Richmond Sanitary District feedback.Incorporate feedback into final version. » Provide project management throughout the project phase.Conduct quality control reviews for calculations and deliverables. Phase 2 — Topographic Survey, Design, and Permitting Lochmueller will prepare design drawings and related supporting data that are suitable for approval by the Richmond Sanitary District and regulatory agencies described in the permitting section of this proposal. TOPOGRAPHIC SURVEY DATA COLLECTION » Collect Topographic data in accordance with I.C.25-21-5;865 I.A.0 1-12.The scope of work for this topographic survey is to obtain rim and invert elevations and locations of existing storm drainage structures;obtain cross sections of existing ditches,and a topographic survey of the existing detention basin of the Backmeyer Trace subdivision,select areas of Stone Creek Road and Cedar Cliff Road,and a portion of an adjacent parcel as shown on Attachment"A"(Survey Limits). » Obtain adjacent property owner names and addresses and notifying each owner by notification letter sent via U.S. Mail. » Locate utilities using observed evidence and available utility plans along with "Indiana 811"service. » Establish a horizontal datum of the INGCS Wayne County coordinate system by using terrestrial traverse observations and GPS static observations incorporating the"INCORS"network. » Establish a vertical datum of NAVD88 by using GPS static observations and a bench-level circuit. » Set horizontal control points and vertical benchmarks with references along the route survey. » • Provide utility contact list and a spreadsheet database of Indiana 811 utility locate ticket requests. » Provide an electronic CAD drawing containing all of the above listed items. » Provide survey field book. Backmeyer Trace Subdivision Stormwater Improvement 12 e YePo�-g 5lklraft�d LOCI-1IVIUELLER GROUP DESIGN PLANS,DETAILS,and SPECIFICATIONS » Prepare 30%design plans • Prepare 30%design specification list » Prepare 30%design opinion of probable cost • Conduct 30%design review meeting » Conduct utility coordination » Prepare 90%design plans and details including erosion control plans and details » Prepare 90%design technical specifications » Prepare 90%design cost estimate » . Prepare final bid documents(hard copy and electronic copy) Provide project management throughout the project phase » Conduct quality control reviews for calculations and deliverables PERMITTING and ENVIRONMENTAL Lochmueller will prepare the US Army Corps of Engineers(USACE)Section 404 Permit Application,the Indiana Department of Environmental Management(IDEM)401 Regional General Water Quality Notification,and the IDEM Rule 5 Erosion and Sediment Control Permit application review in accordance with current guidelines.The tasks to be performed shall include the following: » Project Organization—This includes the management of the permitting tasks to keep the project on schedule and on budget. » Field Investigation/Waters Report—This includes a field review of the proposed project area by a qualified field biologist with water resource identification expertise.This review will be required to determine the location and amount of water resources located within the project limits.This task also includes the completion of a Waters of the U.S. Determination report to identify jurisdictional water resources that will be regulated by the USACE to determine permit requirements.This information is required for the permits identified below. • USACE 404 Regional General Permit—This includes the completion of the US Army Corps of Engineers(USACE) Regional General Permit.This does not include the completion of any permits beyond the Regional General Permit.If the project results in impacts greater than the limitations of the Regional General Permit,an additional supplemental will be required to cover the additional costs. It is assumed the project will impact less than 300 linear feet and less than 0.1 acres of Waters of the U.S.and will not require any mitigation.The feed does not include completion of any mitigation development activities. » IDEM 401 Regional General Water Quality Notification—This includes the completion of the Indiana Department of Environmental Management(IDEM)401 Water Quality Certification (WQC) Regional General Notification.As stated above,this scope assumes the project will not require mitigation;therefore,the fee does not include completion of any mitigation site development activities. » Section 106 Review—This includes a review of the project area by a Professional Historian/Section 106 Specialist to determine potential Section 106 concerns.This only includes a review of the project for potential Section 106 concerns and does not include the completion of the Section 106 process. If the USACE determines additional Section 106 reviews and/or documentation is required,a supplement will be required to cover additional services. » Rule 5 Erosion Control Plan Review—This includes a review of the Rule 5 Erosion Control Plan,which will be provided by the design engineer.This task only includes the completion of review efforts and does not include the development of the Rule 5 permit. Backmeyer Trace Subdivision Stormwater Improvement p 13 li 'd�9fYfTi .o 0 LOCI-1IVIUPELLEI GROUP PHASE 3 - BID ADMINISTRATION Lochmueller Group will provide limited bid administration services.Tasks shall involve, but are not necessarily limited to the following: » Assist in preparing construction bid documents by providing all technical specifications and plans.Front end documents shall be provided by RSD. » Prepare and provide any addenda to the District for distribution. » Review bids and make recommendations for bid award. PHASE 4 — CONSTRUCTION MANAGEMENT and INSPECTION » Provide limited,as needed,on-site construction inspection services. a Review shop drawings and make recommendations. Note: It is acknowledged that the Richmond Sanitary District reserves the right to self-perform all or portions of Construction Management and Inspection. DELIVERABLES Lochmueller will deliver at a minimum the following: Section A-Preliminary Engineering Evaluation Section C— Bid administration » Preliminary Engineering Report with probable cost » Prepare addenda » Recommendation for bid award Section B—Design and Permitting » Design drawings(hard copy and electronic) Section D—Construction Management and Inspection » Technical specifications(hard copy and electronic) » Shop drawing review » Design basis calculations » Inspection reports,punch-lists,etc.(as needed) • Submittal of permits to necessary agencies(pass through of permit fees through approval by permitting agencies FEE TABULATION Design, Bidding, Limited CA, $72,780 and Limited Inspection Permits and Environmental $17,200* Topographic Survey $18,100 Total $108,080 *Please note:A high level of environmental permitting was budgeted at this stage.It is possible that the overall permitting fee could be$5,000 or less depending on the final drainage solution and results of the waters report. Backmeyer Trace Subdivision StofMwaterrIImprovement 14 IlArfi'9c3 Appendix A Conceptual Project Layout and Survey Limits EXHIBIT'B'-Page 16 of 23 t. , --Tent • ,x J F 11 t 'jjy A �3 6 �"3, tb [ •'L „i+z`'" f,.� `a. ,, (Y 7 v Xx p.'1 79'y ys'� } `: lr Z -tom'.^ (n CO i IM '1 'ate f Y�+ } _ iii��L pjj�� \ I. L O +5� ti L, .ti. s ram 'f i v °: y.F+xy 14, -e-[. n r O OO N O• , 7. � ` ` ., L 4 , ! �q.r 'P C �q 0) 4 1 ` ). t4, '., a rO) O_ � •• . '. w - • A. 1 - . C°a N N Na mt ' -r'— , , c '-� _ 4,._ " -R aa` i , re I , ' F,c 44 ' �.r ri , ` u) @1 , c ; -L- t cy _ iii., - + 0 - .--'`' •i^`- do �r gi' 4y4' '--► - '� . s o ,I. a)vr0;L'v. CEO a) -0 o _ .. ' . --. .t q----t...5.k 7., • -- .. ,- -- --,-,-.--1-1,55.;,,, 466. .5- 1 f ti E � N 'mooj,: I L "".ck C� u° rC11# °" tea) r _ i 1 t CU U 0 O N N r L kr• C T` �cf ii 44„'X `- y la +r "r fA k a 'A, r CL i +r W J `S { 1 Ir[I T 11, Y V ,. p L O O Z O (p I q'l''.:11‘' I t .. co ',,, .-- ;t � O Q) 1) N p N a) a O ' b. ." X cn N a O �- L y �" u. , p 0 C1) E c O O R'e' t ag ;. ' ." a O 7 6 a p 13 Wu) O (6 r ? � F►-f. , :- ySS37dTHS/.1 T: >r . -- _ 11 r• 1) (6 �$.t ,...§ `" '':, `'''' -<4 'u a�/0� '---�.""""" �`"� ``�'•r, �' �.Q O N �` rF .c Q QL '1,et • , a COC O O .' 2 R ,:..''a C C C r O ,i _ .,. ,.* .e O f6 p7 C r co - ry 3 O U fn O C U) 0 U EXHIBIT'B'-Page 17 of 23 Appendix B Fee Breakdown EXHIBIT'B'-Page 18 of 23 1- . , o 0 0 0 0 0 0 0 0 WrnoNr"--- 0000 W CO O 00 N N r-1 O ' U. lD m 00 N 00 00 %-1 d• i!} i!). %-1 ,—I O Q VI i/} i/)- if} ei ?'4 W 4.4 Oml 0 °Cila r 0 5 2 N E .,_ N 0 o V41 JQ Cli) 0EE Z 7 7 T A A N V) L L L V.- Li CU �T , 1,n= I�'I co Lo co a o •�M UN O Wm ...)G) N p) LL d N I- V Om C N0° C E O w Q CD E m N O O V O` ., 0 d Q CWOC Q �, o N ACC v � m a j/G L = 3 C v 0 41)• O I L.L. o C s M� ,may •� f0 Q c V I W N W a_, . W LL i N - 1Z5C o co 03 +.; L ,ate_+ >. O a` CD• Z .1) C L L 'p.CD Lj E w :o o a) = 2 6 L. a 0 m a V U ) o o a V I- 0 Cr 4-- 0 N IO O O N N m m N. 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