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Agreement with Stantec Consulting Services Inc DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 'Contract AGREEMENT CITY.1OP BEACH "A.NO. STANTEC:coN6uLTINd SERVICES INC :FOR ENGINEERING'SERVICES'FOR WATER'AND WASTEWATER SYSTEM PROJECTS PORS,UANT TO REQUEST.roFi.'quALIFicAlioNs iq9..?9422•ND-' r4RESOLUilliiiN(k20 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 Contract No.22-122-07 AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND STANTEC CONSULTING SERVICES INC FOR ENGINEERING SERVICES FOR WATER AND WASTEWATER SYSTEM PROJECTS 2/8/2023 1 2:10 EST This Agreement made and entered into this ("Effective Date"), by and between the CITY OF MIAMI BEACH, a municipal corporation existing under the laws of the State of Florida, having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida, 33139, (hereinafter referred to as "City"), and STANTEC CONSULTING SERVICES INC., a New York Corporation having its principal office at 370 Interlocken Blvd., Suite 300, Broomfield, CO 80021 (hereinafter referred to as"Consultant"). WITNESSETH: WHEREAS, on January 20, 2022, the Mayor and City Commission authorized the issuance of Request for Qualifications No. 2022-122-ND for Engineering Services for Water and Wastewater Systems Projects (the"RFQ")on an "As-Needed Basis"; and WHEREAS, the RFQ was intended to provide access to engineering consulting firms in accordance with Section 287.055, Florida Consultant's Competitive Negotiation Act ("CCNA") for future work as the need may arise; and WHEREAS, on June 22, 2022, the City Commission approved Resolution No. 2022-32175, respectively, authorizing the City to enter into negotiations with Stantec Consulting Services Inc. and, if successful, execute an agreement with the Consultant pursuant to the RFQ; and WHEREAS,the Contract Provisions for Non-Federal Entity Contracts Under Federal Awards, attached hereto as Exhibit D1, are incorporated into this Agreement by this reference; and WHEREAS, City and the Consultant have negotiated the following agreement pursuant to the RFQ; and NOW THEREFORE, City and Consultant, in consideration of the mutual covenants and agreement herein contained, agree as follows: ARTICLE 1. DEFINITIONS 1.1 Definitions. The definitions included in this Section are not exhaustive of all definitions used in this Agreement. Additional terms may be defined in other Contract Documents. The following terms shall have the meanings specified herein unless otherwise stated herein: 2 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Contract No,22-122,07 ADDITION IL SERVICES:"Additional`Services`'shall'mean those services,(n.addition.;to the.Basic :Services Agreement,,as described.-in Article 5 and the Consultant Service-,Order,,which the, Consultant shall.perform, at the City's option,arid which must•..be•duly authorizedf in writing, by the. City' Manager.-or hiS.authorized'designee,,prior•to.comnier ernent.Of'same:. :APP.LICABLE'.LAWS: "Applicable,Levws" means all'lawa, statutes,codes(including, but,not,limited .to,; building codes),.'ordinances, rules, regulations, lawful a*ders and decrees of governmental authorities jurisdiction over�the, Project,ahe'Project Site:or the.Parties: .1314.E. .BIDr "Base Bid" shall mean the elements contained in; the Construction:.Documents, .recommended:by the.Consultant.(and,approvedby•the,City).as.'being,within the Construction•Cost Budget.,"Base'Bid"shall riot includeeadd tive.altemates Or deductivealkernates. BASIC SERVICES: 'Basic Services"shall include those services,which Consultant shall,perforrn.in accordance.with the,terms of the Agreement,.as,described in(Article 2'and.the Consultant Service Order. Any Services not specifically enumeratedas Acditional Services(as defined herein)shall also. 'be.donsidered'Basic-Services.. CITY(OR'OWNER) ":City." 'shall mean the city of Miami;Beach, .a Florida, municipal:corporation, having ";its principal:offices at 1700;.Convention Center'Drive,,Miami Beach, Florida, 33139• In•all respects hereunder,;City's:obligations and performance is pursuant to.City's position as.the owner:of .the Project acting in'its proprietary capacity. In the event City exercises its.regulatory authority as a, governmental body including, but not limited to,-its'regulatory authority for'code inspections and issuance of Building Department permits, Public-Works Department permits, or:Other applicable permits within its jurisdiction, •fhe.exercise of:such'regulatory'authorityand'the'enforcement of any Applicable. Laws-shall .be deemed to have occurred pursuant to City's regulatory authority:as a governmental'body and'shall not.be:attrib-utable.in any manner.to,City as a.Party to this Agreement. ;CITY COMMISSION:"City Commission" shall mean the.governiing and,legislative body of the City:, CITY MANAGER: The "City Manager"shall mean the chief administrative-•officer of,the'city. The City Manager shall.also be'construed to,include any'duly authorized representatives:designated.by the City.Manager in writing,;:including the.Project Administrator respect to any specific matter(s). concerning the-Services and/or this Agreement of those authorizations reserved to.the.City Commission:under this Agreement, or•to regulatory or administrative;bodies having jurisdiction over the Project). CONSTRUCTION'COST BUDGET: "Construction Cost Budget shall mean the-amount budgeted arid established. by„the City:to provide' for'the cost .of`construction of the Work for.the Project ("Construction Cosy'.);as set forth in the Consultant Service Order. CONSTRUCTION DOCUMENTS:. '-`Construction Documents"shalt.meen the,final.(1,00%,completed) plans, technical specifications, drawings, schematics,.documents; and diagrams prepared by'the architect/engineer of record for the Project,setting forth ih detail the requirements for the construction of the Project..The.Construction Documents shall set forth:in full all details necessary to complete the construction:of the Project in accordance with,the,Contract Documents.. Construction Documents shall not be part of the Contract Documents, Until (a) the 'Consultant has submitted -completed Construction Documents to.the City and (b)they, have.been^reviewed and approved by the City.and any agencies having jurisdiction in accordance with the procedures as otherwise provided by the Contract Documents: CONSULTANT;: "Consultant" shall mean '.the entity named on page 1 of this,Agreerrient that will ;perform (-or' cause to be,performed through ,subconsultants acceptable to the.City) all Services .3 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 •Obrittp,0016.'22-4. z.-07 required under this Agreement Consultant Service Order,When the term"Consultant'l is used id :this Agreement it'shall;;also. be .deemed 'to include any officers, employees, or agents of •Consultants, end,anY.Other peteOtI:ipt•,entity,acting under the,:opperV(siont:direction, or control of 'Consultant to provide .any:Services or similar professional -services with respect to..a Project VtgbeprisUltentsi,The'09naPitent Shall not.be replaced by any,,Other entity, except as;otherwise permitted Id ithia..Agreetteht4 The--$00ContOltants in Schedule 'attached,neretg, are hereby' appr9Ved,by the,City Manager for the Project, CONsut.TANT,SERVICE,(*DER: Consultant Servide.Order(ICSO"):shell mean the work order issued by.the. City to Consultant (in substantial form as in SOt-idule. A attached hereto), that specifically describes and delineates the particular Services -2(Basic.Services -and/or Additional' Services) which will be required of Consultant for.the Project that is.the subject Oftuch Consultant Service Order,..and'Which may include'stgdiet or stpdy activity, and/or.professional ter-vie-et.as defined.in'SeCtiod,247:1)559fthe'FlOtiCia,§tatutes: -Service Order:AmendmentS shall pe•approved in accordance-with. Contract ApprOal 400thoilbi, Procedure 03:02y or as arnended. The,City Manager reserves the right to seek the approval of the City ConirnittiOn foradysgOdSen',/iCe.Order AMendrnent: CONTRACT ;AMENDMENT: "Contract Amendment' thall mead a written modification to the 'Agreement approved by the City (at:ppeciffed,below) and ekecOted'betWeen.'City and Consultant, covering changes,additions,Or reductions in the terms of this,Agreement including,.Without limitation, authorizing a change in the Services; or the method and manner of performance thereof, or an -adjpstmentin thefee and/or torhpletion dates', Contract Amendments Shall'be approved fin accordance with Contract Approval Authority Procedure 03,02 .or-as amended: The City Manager'reserves the right to 'seek the approval of the City CoMmission for any such Contract Amendment. :CONTRACT DOCUMENTS: "Contact Documeritan shall Mead.'hit,Agreement (together with all exhibits, schedules, addenda, Contpitant.Service Orders,and Written arnendrnentSissued.thereto), and all Design Doburnentearid Construction Ooourrients, The Contract Documents shall alto include; without limitation "(together with all,exhibits, schedules, addenda, and written amendments issued 'thereto); the Request for civalifiCations-( RFQ"), instructions to bidders bid form; bid bond, Design Criteria Package (if any), the Contract for Construction, surety,payment and performance bonds, Conditions of the, Contract for Construction (General, Supplementary,, and :Other Conditions), DivitionS-.0-17 specifications an approved Change 'Order(s), approved Construction 'Change' Directive(t),andiar approved written.Order(p)kir a minor Change,ihtfie.WOrk.. CONTRACT FOR CONSTRUCTION: 'Contract for ConstruCtiOn shall mean the legally blhding agreement between City.and the Consultant for iperformance of the.Work contemplated by (or reasonably inferablefipm)the.COntraCt Documents 'CONTRACTOR: "Contractor" shall mean the individual orindiViduals,'firm, company, corporatioti, -joint venture, or other-entity contracting With.citylor performance of the Work covered in the Contract "Doc(iments..The Contractor may be a general.contractor, construction Manager,-design-builder or any other duly lieenseld. Construction consultant selected pursuant to any other .procurement Methodology available under Florida law,. ,DESIGN CRITERIA PACKAGE or DCP !'Design Criteria Package" means concise, performance- oriented drawings or"tp.edifiOqtibria of a design-build Project, prepared for the,purpose of furnishing sufficient information to permit design-build.firmsto.prepare a'bid or a.response to a City request for prOposal, or to permit the City to, enter intO a negotiated design-build contract. The.Design Criteria DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 contract*.22-122=07 PaO!cage rntiSt.SpeOify i?erforrhande..based,triteriajor,the design-build Projebt, ,including,the legal description of the site, survey information,dohderning,the,Site,'Interior space reqUireinents, niatenal quality standards, schematic layouts and conceptual design:criteria.of the project,,.cost.or budget :estimates!,design and construction schedules, site development provisions for -,storriOater retentiOn'anctdiSpOsol, and parking reqtArernentt,apPlicabietO the proje:Cf. • DESIGN DOCUMENTS tesign,'DocurnentV'010000.0 oohs, drawings specifications schematics, . and all'other documents which set forth in full the design of the Project and fix and.describe in detail the size :configuration and character Of the Project concerning all items of the Project necessary for the'float preparation of the 10% Completed, permitted Construction Documents with the requirements of the Contract Documents including, without,limitation, all architectural and .engineering elements as may be:appropriate Documents shall not:be part of the Contract Documents, !Atli(a)the Consultant has submitted completed Design DOCOMentS to`the City and (0) they have been reviewed and'approved by the City and egericiet,having jurisdiction iniaCcordende with the procedures es provided by the Contract Documents However, approval by the City shal I not in any way-be construed, interpreted and/or deemed:to constitute a waiver;or excuse Consultant's obligations to ensure the Design Documents ere constructible, in compliance with all Applicable Laws •erein,accordance:With the Contract,DocurrieritS„. PROJECT! 'Project'shall:Mean that certain City capital project described in the Consultant Service Order. Proled.Cott: 'Prole& cOtr' shall mean the estimated total cost•of the Project, as described in the sc).. Prolect Scope: "Project Scope"shall mean the description of the Project,es described iti the CSO. PROJECT ADMINISTRATOR 'Project Adrtitnistratorn shall Mean the,individual•designated by the City Manager Who shell be the City's authorized representative to issue directives and. notices on behalf of the city with respect to all matters concerning the Seniides.of this Agreement(exclusive of those authorizations reserved to,the City Manager or City Commission under this.Agreement,,or to regulatory or edministrative'bodies having jurisdiction over thePoject). PROPOSAL„ DOCUMENT& "Proposal .Documents" shall mean the REQ. together With all amendments or•addendathereto(if any); which is incorporated by reference into this Agreement and. made a Oft hereof provided, however, that in the event Of an express conflict between any term(s) in the Proposal Documents and this Agreement, the terms set forth in.this Agreement shall prevail. Consultants proposal in response to the Ft .C? is included for reference purposes Only and shall not be incorporated• as part of'thiS Agreement, .except with respect to Consultants representations regarding the qualifications and experience.of.Consultant and its key personnel;its commitment to provide the key personnel listed therein, and. its:capability to perform.and•deliver the Services in accordance with this Agreement.an6 consistent with the all representations'made therein: SCHEDULES: I'Schecitiles7 .shell mean he various schedules attached to this. Agreement and referred to as,follOws:- SchedUle A—Congultant-Servicel:)rder Schedule B Hourly Rate sofieduto Schedule C—ApprOVed Subconsultants Schedule D Provisions for'Contrac,tS 5 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 Go74ra0t'No:22 'I22=A7 SCOPE.OF SERVICES: "Scope 6f Services".shall Include'the'Project.,Scope,,Basic Services, and. •any,AdditionatServices;(asapproved by the City)';,ell`as describ_ed•in:Sched_ule"A"hereto;grid,further 'described in th's.CSO 'SERVICES, '"Sevcces" shall, rrtean all•services, work,,arid.actions by.the Conataltant.performed ,pursuant'to;or undertaken*under this Agreement,.including;services:delineated as part,of the Scope ,ofServices: :SOFT'COSTS::; "Soft Costs shall mean'costs,'related.to,,the Project other than Construction Cost including.; without li itatio , Consultant's- Basic Services, Additional Seryces, surveys, testing, general consultant financing,,permitting;fees and other.similar Costs,as determined by the:City,that .are not considered as direct costs;for,the:,construction of the Project., STATEMENT OF PROBABLE CONSTRUCTION.COST:. "Statement. Of Probable Construction Cost"shall mean'the;;detailed estimate prepared by.Consulten(•n Construction StandardiIndex("Csi"). :format or other format approved by the Project Administrator, which includes. .the• Consultant's: estimated aotal.donstruction cost to the City of The Work for the Project(as established in the Contract Documents,•as they;may de Amended'from time,to%time), The Statement'of Probable.Construction ,Cost shall be in,sufficient detail:to:identify the costs,of each;element Of'the'Project'and include a' breakdown of the fees„general'conditions,.and construction contingency for the Project. Costs shall; be''adjusted to the projected''bid date to.account for any antiCipated''price escalation:. WORK:. "Work"' shall mean .all. labor,. Materials; equipment, supplies, tools, 'Machinery, utilities, 'fabrication; transportation; insurance; bonds, permitssend conditions thereof, building code changes sand government approvals,;licenses, tests, quality assurance and/or.quality control inspections and: related certifications; ,surveys; studies;.:and other items; work,and services that are necessary'or appropriate'for the total construction, installation, and functioning of the Project, together with all .additional',collateral and incidental items,,and work and•serVices required for delivery of a completed; ;fully'functionel and functioning Project at,'set:forth in'the,'ContrectDocurrients,, ARTICLE:2.'BASIC SERVICES' ,2,1 The.Consultant,:shall provide 'Basic .Services'..for the Project, specifically:described'in the :Consultant'Service Order and in accordance,with the hourly rates in Schedule B. The Consultant shall be qualified.and properly.professionally'licensed professional' in the State of Florida and'es otherwise.'required by.any entities,. agencies, boards, governmental authorities and/or any other professional organizations. with jurisdiction'governing the professional practice area for which the professional has been engaged'by City. Further, any'Subconsultant that may perform Services on behalf of the.Consultant shall-be a qualified and..properly professionally.'licensed professional in.the State of FlOridaand es otherwise.required byanyentities;agencies, boards,.governmental,authorities and/or any professional organizations with jurisdiction governing the professional'practice area 'for which the subconsultant has'been engaged by.Consultant to perform professional services in connection,'withthe Project. '2.2 The Consultant shall commence,the Services upon receipt-of a written Consultant Service Order•:signed by.the City"Manager or designee Consultant shall countersign the Consultant'Service Order upon receipt and return the signed'eopy to the City.: 2.3 As it'relates to the Services and'the Project, Consultant_warrants and represents;to:the City that ll'is knowledgeable•of.and shall comply.with all Applicable Laws, The Consultant:agrees to comply w*all`Applicable:Laws, whether now in effect or.as may be:.amend'ed.or adopted from time to=.time and shell further take;into account all.known pending changes to the foregoing of which it should.reasonably be aware. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 'Ooritradtvo 22'.422;•cir The Consultant warrantsah,d,representStothe:City that all of theSeNiceslegotred.0-14er this AgrOwrient Shalt be performed in accordance With; the standard of,care •nOrntellY exercised in 'comparable !projects in South Florida 00-M!lteht Werra*. and repeentC to the 'City that it is experienced, fully qualified, and properly licensed':(pursuant to ,Applicable; Laws) to: perform, the $4eVides. Cori.060111-;Warrgrj.%' Ahd.teOretents-40:',Ihe,City that. it is,responsible for the technical .atturatytf,theiServiCes, 25, 'The Consultant's Basic SerVideS.'iraV,COnSiSt various including planning sdesign,. • , - biddingieWard, preparation p of a DCP, studies,cOnStruCtioniadminiattation, and Additional may be all as further deScriPed'in'ithe,PonsUltant 8erVice Order;and shall also include any and,all of,Coht Consultant's responsibilities and obligations With respect tope Project, as set forth in the General ConditiOnsOf the Contract fOr:Construction_ ad' RESPONSIBILITY'FOR'CLAIMS AND LIABILITIES?: 'NO,aCtibtl.br omission by City shall w.eiVe.ol:;exCuseCoPsultante.oPligatiOn.slinder the Agreement and/or other:Contract:Documents and, Consultant shall remain fully liable for all work performed by Coheuitant-ihoitridirig,,without any idesign errors or omissions (if applicable;to:the services performed;by Consultant) Written decisions and/or.approvals issued,by'the CitY.Shalli;not constitute nor be deemed'a release of.the: responsibility and lie bility.,pf the Consultant(or any SubCOnSciltantS),-'fortne'accUraCy and competency .of the Services, nor shall any City approval and/or decisions be deemed to be an assumption of such responsibility by the City for a defect, error-OroMiSsionlh the Services -.Moreover, neither the-Citits 'inSpection, review, approval or acceptance Of, nor payment for, any Services required :under the. Agreement shall be'construed to relieve the Consultant(or any subcOnsultant)of its obligations and responsibilities under the Agreement, nor tonotitOte.a waiver of.any of the Qity's rights under the; Agreement,or of any ea Osetf action arising out of the performance of the Agreement.The Consultant shall be and rethain, liable to the city in aCcofdanCe;Wittl,Applicable.Laws for all damages to.City ,caused'by-any failure of the Consultant or to comply with the'terms and conditions of the Agreement or by :the Consultant's misconduct, unlawful acts, ;negligent acts errors Or ,omissions in the .:p'erfOrmance'of.The Agreerp-eht, 2,7 ItlVIE;'It is.understood that time IS of the essence in the completion of the Prdject,and,in this respect;;the parties'agree-as folloWS:: Term: The term of this Agreement Shall tomthente Uptin'ekectitiOn bY the city and •Consultant, which,shall be the Effective Date referred to,on.page 1 hereof, and shall be in effect for three(3)years.("Initial Term'),.plus two (2), one (1) year renewal'options, to be exercised at the sole discretion of the City Manager Term and.any renewals shall be collectively referred to as the "Term7). Notwithstanding the preceding Term, Consultant shall Adhere to any and all timelines and/or deadlines;as set forth in the Consultant Service Order, including the time for completion of the atidtor services for Such,Project(as set forth in theparticuler Consultant Service Order): 2.7.2 The Consultent-thall.peiforrn the Ssetvibet,at.expeditiously,at it cohtittent,With;the standard of professional skill and care required by this Agreement, and the,orderly progress of the'Work. :2.7.3 Recognizing. that the, construction Of ,Other prOjeCtS Within •the:,Pity may affect 'scheduling of the construction for the'Projett, the Consultant shall diligently coordinate performance of the,Services•with the:City (through the :Project Administrator) in.order to provide for the safe, expeditious, economical and efficient completion of the Project, without negatively impactihgpOnCurrent work by others. 7 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 • •:Contract•No..22-1;22=d7" 2;7;4 The:Services.shalt:be performed'i'n'a manner that•shall:;conform,.to the_Consultant" Service•:Order:. The 'Consultant may submit.requests'for.anadjustment to;the.Consultant Service,order completion:lime;. if made necessary because-of undue,delays resulting from delays by;ttie, Clty,' (or authorities having jurisdiction Over the Project)_in reviewing and approving the,Consultapt's •submissions, or any other portion of the Services requiring ,approval by the.City(or other,governmental authorities having jurisdiiction..over the Project)'. Consultant,the immediately provide the Project Administrator"with,written notice-stating the reason:'for. the;;particular delay; ;the: requested. adjustment (ie,:extension) to the Project. Schedule, and a revised'anticipated.schedule of completion:. Upon•receipt and,review,'of" Consultant's.tequest ,(and,such other documentation. as the Project ,Administrator, may require);,,the.•Project Administrator may grant a reasonable externsion.of time for completion of. the particular work involv"ed', and';authorize that the,appropriate adjustment be made to the:, Project,Schedule: The PTO.ctAdiriinlstrator's approval,(if:granted) shall.,be.in writing.. 2.$ Consultant"shall Lite its. best efforts ;to.maintain, ;a constructive, ;professional, cooperative working relationship with the Project Administrator, .Consultant, and.any and all:other individuals andier;firrn thet'have been contteCted',..or.othefwise"retained; to"perform".work on the Project. The.Consultant shall perform its duties:under this Agreement,end'under.a Consultant'Service Order;" in a competent, timely•end, professional;manner, and shall.be.responsible,to the City foreriy failure ;in its" performance, except to. the. extent that,acts or omissions.,by the City'make such performance"impossible: 2:10 The Consultant is responsible for the professions(:quality;.technical accuracy,'completeness, performance and coordination of ell-Services required under the Agreement and under.the Consultant ''Seivice'Order(including the,services;performed by subconsultants),within the specified time period and specthed cost, The Consultant shall perform the Services.utilizing 'the skill, 'knowledge; and judgment ordinarily;possessed and used by a"proficient consultant with respect to the disciplines required-for.the performance.of such Services in the'State Of Florida.:The Consultant is responsible for and;:shall represent to City that the Services conform lobe City's requirements, 'the. Contract. D'ocuments:and all Applicable Laws; The Consultant shall be. and remain liable to the City for all damages to the City caused by the, Consultant's negligent.acts or errors" or omissions in the performance of the Services In'addition;to'all`O.ther rights and remedies which the City may have; the Consultant.shall, :at its expense, re-perform ell ,or any;portion' of the :'Services to correct :any deficiencies 'whi'ch.result from the Consultant's failure."to.,perform in. accordance.with the above .standards.."The Consultant shall also he liable for the replacement or repair•of_any'defective materials and.equiipment and for the cost.;of the .re,performance of any non=conforming,"construction work r_esultingfrom such deficient Services for a period beginning on the Effective.Date of:this Agreement and ending, twelve (12)".rnonths following''final acceptance of the work.. The Project Administrator shall notify,the,Consultant,,in writing; of.anydeficien;ciesand shall approve themethodand":timing of the corrections: 2,11' The;City shall have the"right, 'at.•any.time,'in'its''sole and absolute discretion;'to ;submit for review.to,other consultants:(engaged by the City.at itS expense)any,or all,parts of the Services and.. the Consultant shall fully cooperate in.such review(s). Whenever others are required'to verify,review, or consider any Services performed by'Consultant (including,'without limitation, Consultants, other design,professionals,and/or other consultants fetained by the"City), the intent of such requirement'is. to enable the Consultant to receive input from 'others 'professional expertise to identify any discrepancies, errors or .omissions that are inconsistent. with- industry standards relating to comparable projects;'or which are inconsistent with Applicable Laws;or which are inconsistent with standards,: decisions or approvals provided•by the City under.this Agreement. 'Consultant wilt use reasonable care and skill, in accordance."and consistent with customary professional standards; in responding to iteMS identified by other reviewers in accordance with this-suhsection..Consultantshell DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ..COntraCt No,.22-122-07,' receive COMMentSfrort reViewer*.irfwriting Consultant shall addles*comments forwarded t Win ai ;timely .friarither, The term "fimely' shall be defied to,•mean•AS soon as pOSSibie under the circumstances, faking into-account:the timelines of the Project schedule The Consultant acknowledges that A perftjtnianCe.evaluation of the•Services rendered, • throughout this Agreement -Will, be'completed by4he.-OitY and kept in the, files foreValtiatiOn.,OffOtOresOlibitatiOn's: Con$Oltant agrees that when any'portion of the Services relate*to a professional service 'Which, under Florida Statutes,,teqUire*a license,Certificate of authorization,,or other forM.of legal entitlement to.Pra0tice:and/or perform such,SerVioa(*), it shall employ and/or retain only qualified duly licensed certifiedperSonnel to Provide sortie. 2;13 Consultant agrees to designate, in Writing,..Within'five (8)calendar days after receiving a fully executed Consultant Servide.Order,.a qualified:licensed professional to serve as its project manager •(hereinafter' referred to as ,the "Project Managerfr), The.Project Manager shall*ibe authorized and responsible to act On.behalf of Consultant with respect to directing,coordinating,and administrating all,aspect*, of the Services Consultant's Project Manager,(as,well as any replacement)shall be Subject to,the prior written:approval'of the City Manager or the Project Administrator Replacement '(including reassignment)of ar.1 approved Project Manager shall pot be%Made,Without thepnor written approval Of the CityManager Or hit or.her designee (Le the,ProjeCt Adtniniattatet). 2.13.1 Consultant agree*, within fourteen.(121)Calendar days of receipt of Written notice from the City Manager or,the Project Administrator(Which notice shall state the cause therefore), to promptly remove and replace a Project Manager, or.any other personnel employed.of Otherwise retained by -Consultant for the Project including,, without limitation, any .subtonsultants). .2.14 -Consultant agrees not to divulge, furnish Or make.available to,any third,party(ies)i any non- public inforrnAtiOn concerning the Services ot the Project,without the prior written consent of the City Manager or the Project Administrator, unless such disclosure is incident to the proper performance of theServices;.or the disclosure is required pursuant to Florida Public ReCdtdsrlaws;•or in the course of judicial proceedings,where.SudhinfOrMation has been.properly subpoenaed.. Consultant shall also require subcorisultants to comply with'this'•subsection. 2,1 S• The City and'Consultant acknowledge that the Services, as described in the Agreement and the.Consultant Service •Order, do not delineate every detail,and minor work task required to be performed by Consultant to complete the work,and/or service*described and;delineated,under.a -Consultant Service Order issued to Consultant by the City for a particular Project If,during the course of performing Work, services andfor tasks on a particular Consultant ServiCe.Order, 'Consultant determines that work and/or services 8hOuld'be performed (to complete the Project delineated under such 'Order) which is, in the Consultant's reasonable opinion, outside the level,of effort originally anticipated in the .Consultant Service Order, then, Consultant shall promptly notify the Project Administrator, in writing, and ;Shall obtain the Project Administrator's written consent before proceeding with such work and/or services, If Qonsultant proceeds with any such additional'work and/or services without obtaining the prior written consent of the Project Administrator, said work and/or services.Shall 'be deemed to.be a Basic Service under this Agreement and shall also be ,deemed to be within the scope of services delineated in the Consultant Service Order(whether or not specifically addressed in the Scope of ,ServiceS). Mere notice by Consultant to. the Project Administrator .shall not,constitute' authorization or approval :by the City to perform such WOrk.. PetfOrrrianCe.of any sudliworIcand/or services by Consultant without the prior written consent of the 'Project AdMinietrator shall bOindertaken at C.onsultant's sole'risk,and liability, DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 C9nttp9t,610, 1:10. .ocinsultant,ehall:.eetablien, Maintain, ,and categorize any and all.Project db-Cumerite and records pertinent to the'ServiCee and shall provide'the City,,upon request, with copies:of,any and all, :such documents and/or records In addition, Consultant shall provide electronic document files-tO the, i.City upon comp letion'of the Project. _ . 217 THE CITY HAS NO.OBiLIGATION TO ASSIST,'FACILITATE AND/OR'PERFORM'IN.ANY WAY THE CONSULTANT'S OBLIGATIONS UNDER THE AGREEMENT ok.p.THER,CONTRACT DOCUMENTS- CITY'S'PARTICIPATION,''FAMTATION AND/OR ASSISTANCE TO THE CONSULTANT SHALL BE AT ITS SOLE DISCRETION AND SHALL NOT; IN ANY WAY, BE. CONSTRUED, .INTERPRETED AND/OR CONSTITUTE AN ASSUMPTION BY THE CITY OF CONSULTANT'S, OBLIGATIONS, A WAIVER OF CONSULTANT'S. OBLIGATIONS .AND/OR EXCUSE ANY BREACH BY CONSULTANT OF ITS OBLIGATIONS UNDER THE CONTRACT p000MENTS. THE PARTICIPATION'IN THE PERFORMANCE OF ANY OF CONBU4TANT'S.. OBLIGATIONS SHALL NOT PRECLUDE 'THE CITY' FROM DECLARING. CONSULTANT' 'IN DEFAULT FOR CONSULTANT'S FAILURE TO PERFORM SUCH OBLIGATION, NOR SHALL IT LIMIT, IIN:ANYWAY,.THE CITY'S RIGHTS AND REMEDIES IN CONNECTION THEREWITH THE CONSULTANT EXPRESSLY ACKNOWLEDGES AND,AGREES NOT TO RAISE OR ASSERT AS DEFENSE, TO ANY 'CLAIM, ACTION, SUIT'AND/OR OTHER:PROCEEDINGr OF A SIMILAR NATURE; THE CITY'S PARTICIPATION, ASSISTANCE AND/OR 'FACILITATION IN' THE PERFORMANCE OF CONSULTANT'S 'OBLIGATIONS. THIS SHALL :INCLUDE-; WITHOUT 'LIMITATION,. ASSISTING WITH. OBTAINING PERMITS OR WITH COORDINATION .WITH. UTILITIES, OR .OTHER. MATTERS RELATED TO THE PROJECT. IN THE EVENT OF ANY CONFLICT BETWEEN-THIS:SECTION AND/OR ANY OTHER PROVISION or THIS AGREEMENT OR OTHER CONTRACT DOCUMENTS,THIS.SECTION SHALL GOVERN. 218 GROEmatmoiNd STANDARDS: If .001106b1p, the Coneultent theft comply. With. the requirements of Section 255:2575', Florida f Statutes; and Chapter MO of the City Code, as both may be.amended from time to. time; -addressing applicable Leadership. in Energy'and Environmental Design(L. PD).comPlieride requiter-1,We: 2:19 SUBCCINSQLTANTS:'All services provided by'subConsultante shall be consistent With those commitments made by the Consultant in its Proposal end'during the competitive solicitation selection process and interview,as indicated in SchedUle C:,Such services shall'be undertaken and performed. pursuant to.appropriate.Written agreements between the'Consultant and the subCone(ittants, Which shall contain provisions that preserve and protect the rights of the City under this Agreement: Nothing contained in this Agreement shall create any.contractual relationship •between the. City and -the sUbConsultants, The Consultant shall not retain, add, or replace any eubconsultant without the prior written approval of the.City Manager or designee,in reepOnse to a written request'from the Consultant stating the reasons for any proposed substitution The Consultant shall, cause the namee.of.eUbconsultarits. responsible for significant portions Ofthe Services:to'be inserted on the;plan§and epecifidatiOns. The Consultant shall be ultimately responsible for ensuring the Consultant's .and: all of its. subconsUltahts' 'compliance with the,requirements of this Section and any other provision.of the Agreement and/or Consultant Service Order: With respect to the performance of work by .subconsqltantSi the Consultant than;in approving and accepting such work;ensure the professional quality,'completeness, and coordination Of the eubconsultane$work. The Consultant enall;.,upon, the request of the. City, submit to :the, City.sildh documentation and information as the City reasonably requests to evidence the creation, standing, ownership and professional licensure Of the Consultant (and subconsultants), including organizational documents, operating 'agreements and professional licensure doCumentatiOn, and copiee of the Consultant's 1Q DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 • ContracfNo:,22 122;07- •contracts••with the subconsultant.with respect"to the Project. However,th•e.City's;failtjre to request, 'such documentation o entatior evidence and/or failu_re to�enforcein-anyway the•terms and provisions of:this. Section,. the Agreement-arid/or any' other Consultant Service: Order iduting the Project does ;not' excuse,:waive;and/or.condone in anyway anymoncompliance of+the,requirements set forth therein including,without liimitatiom'the professionailicerisure requirements: Any approval of esubconsu(tant. k y t►-e Cityshalt in`no way shift from/ the Co_rtsulltaht•to City:the yresponsibility°for the,:quality,•-and acceptability of the services,performed by the subconsultant. Payment•of subconsultants:shall be'the Sole responsibility Of'the.Consultant and,shall;'not be cause for fly increase in'compensation to the Consultant for payment:of the Services: .ARTICLE THE CITY'.S,RESPONSIBILITIES The City.Manager shall designate a Project Administrator,wha_•shalt tie the!City's.authorized representative to act ron City's'behalf with respect to.the City's responsibilities or inattersirequiring •City's'approval!under the'Contract:Documents:. The Project Administrator shall be,authorized to transmit instructions;receive information,interpret-and,:defiine.City policies and decisions with respect to the.:Services'and:the.Project and"-to'acton the City'S behalf',in respect ofcsuch other'matters as4the City Manager ;may,specify. The Project Administrator .shall have full .authority'to- require the Co(lsulta'ntto comply with the`Contract Documents, provided,however,that any failure of the Project -Administrator to identify any, noncompliance, or to specifically direct'or require compliance, shall:in' no way constitute':a.waiver of,'or:excuse,the Consultants Obligation to'comply with the requirements 'ofithe Contract Docurents, 32 The City shall make available, to Consultant,.for the convenience .of the Consultant only, information thatthe.City, has.in•its possession pertinent to theProject: Consultant hereby agrees and. :acknowledges 'that,,'in .making any such.information•available:.to Consultant, the:City makes- no. express or implied'certification warranty, and/or representation as to:the.accuracy or.completeness of such, information and assumes no responsibility whatsoever with respect to, the :sufficiency; completeness.or accuracy of such information.The Consultant understands and hereby agrees and acknowledges, thatit:is obligated to verify; to the'Went it deems necessary all information furnished by the City,--and that it is.solely-responsible for the accuracy and applicability of all;such information used by Consultant.. Such verification shall include, without limitation,,visual examination of existing, :conditions-id all,locations.encompassed by the Project;where-such:examination can be made without using destructive'measures(i.e excavation or demolition). SurveYinformation shall,be spot checked to the extent.that.Consultanthas'satisfied itself!as'tothe reliability of the information. 3.3 'At;anytime,in his/hersole discretion,the City may furnish_accounting,and'insurance counseling services for :the Project (including, without' limitation; auditing services to verify the Consultant's applications for payment,.or to.ascertain that Consultant'has properly remitted,payment !due to its.subconsultants or Vendors). 3.4 If the.City.observes or otherwise becomes aware,of,any fault ordefectin the_Project, or,,non- conformance:with•the Contract Documents,the•CityMana9er,through theProjectAdministrator,,shall give prompt:written notice thereof to•the.Consultant. 3:5 The City Manager, acting in; its proprietary capacity as;Owner and not in ita regulatory capacity,shall render any administrative approvals and:decisions required under this,Agreement•, in, writing,as reasonably expeditioUs'for'the orderly progress of'the•Servicesarid of the Work. 3,5 The..City Commission-shall-be the,final authority to,door to•approve the following;actions,or` conduct;-by passage'of an,enabling;resolutiion or amendment to this Agreement:, 11 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Contract 22-1.22;07 3;0_1 The,'City Commission :shall.be the.,body to.Consider,..comment.:upon,ror,•approve any assignment, sale, transfer or>subletting of this Agreement Assignment and transfer shall defined 10 so include,sale of:the.hiajorityof the atock:of'a corparate consultant; '3.62: .Contract''A1'nendments shall' be approved 'in accordance with 'Contralef Approval Autha tyProcedure;03 02.or as.amended, Except.where otherwise expressly noted':in this Agreement, the City Manager Shall,serve as .the City's primary'representative to whom adm nistrative (proprietary),requests.for decisions,and. approvals required:hereunder.by the:'City shall be made,,Except Where otherwise.expressll'y..noted:in this Agreement or,The Contract':Documents,. the; City 'Manager.shalt issue: decisions. and authorizations.which.may'.include,.without limitation, proprietary review,approval,or comment upon .theschedules,.plans, reports, estimates, contracts,and''other.documents submitted .to the:City by :Consultant. • 5,7.1 The City Manager shall have prior review end approval of the Project Manager .(and any replecernents)and•of any subconsultants.(and any.replacerients):. '3':7:2 The City Manager'shall'decide and render adrninistratiVe,(proprietary).'decisiorls,on' !matters arising,:pursuant to.;this Agreement which,are not otherwise:expressly provided for in this Agreement: In his/her'discretion, the City Manager may also consult:with the City .Commission On such matters 3:?;3 At the request.of:Consultant, the City Manager shall be authorized, but not required, 'to reallocate monies already"budgeted toward payment of the Consultant,provided,'however, that the Consultant's compensation(or other budgets established by this Agreement)',may not be increased.withoutthe prior-approval of the City Comnission, which approval (if granted at all)sha11 tie•in its able.discretior : 37:4. Contract Amendments shall be approved in'.accordance.with Contract Approval Authority:Procedure 03.02.or as.amended. 3:7:5 The<City Manager may,.in his/her sole,discretion,form a committee:or'Committees, or inquire of,br consultAwith, persons for the purpose of receiving advice•and<recommendations relating to the exercise of the.City's powers;:duties;and responsibilities.under this Agreement .or the.Contract Documents. 5..7.6 The ,City, :Manager shall'be the City Corn-mission's 'authorized fepresentative with regard to acting'on behalf of the City in the event of•issuing any default notice(S) under this Agreement,and,should such default remain uncured, in terminating the Agreement (pursuant to and in accordance with,Article 10'hereof). 3.8 The City's review, evaluation, .or comment•as to any documents prepared.by or on'behalf of the,Consultant shall be:solely for the purpose,of the: City's determining for its:own.satisfaction:the. suitability of the:Project(or portions thereof)';as detailed in such documents for the purposes intended therefor by the City,-.and May not be relied,upon in any way by.the,Consultant_or any other third party as e substantive.review•thereof. ARTICLE,4. RESP'ONSiBILITY FOR CONSTRUCTION.COST 4.1 The..City.shall. establish Construction Cost.Budget for the Project; as set forth in the Consultant:Service Order.,Consultant shall,"design the Project so that the Construction Cost Budget 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ,Contract;No,.22-1'22-07 for the Project,is not exceeded ,As part.of the Basie.Services,.Consultant shall design and/Of re . design .the Project to'the Construction.Cost Budget in accordance with this Article 4, ,making all revisions,necessary maintain the Construction,CostBudget., Consultant shall attend meetings with, .the.Cty,to.review and cost estimates,costsavingalternatives1 and implementation or revision Of the Design,Documentsand,Construction-Documents to address such ifems,as may,be:necessary 'ta meet the,established budget pararneterSisetforth.`in'the Construction'Cost Budget:. .Consultant shall provide.and/or update the:Statement of Probable;Construction'Cost at each • stage,of completion.of the;Design.'Documents and;at completion.of the Construction Documents, unless otherwise specified We written directive-of the Project:Administrator;. 4.41. At completion.Of the•conceptua('design (at such stage of completion of the Design .Documents as may specified by-the.Project Administrator), Consultant shall provide the City a Statement of Probable Construction Cost,,`which must include an,estimated'Construction Cost for the 'Project:within a range of plus or minus fifteen percent.;(+/ 15%).of the,ConstructionCost.Budget If' at the:foregoing stage'of design,the Consultant's.Statement of.Probable Construction Cost exceeds !tiie City'S,'Construction Budget,by more than fifteen'percent(15%), then the Project Administrator shall;provide ,notice'thereof to the,Consultant Consultant shall, then identify'the cayse(s) for the difference"and recommend in Writing'for the,City'sapproval:any modification in the'Desigri Documents necessary;'to conform 'to the Consultant's estimated 'total;,costs in the Statement of .Probable .Construction:'Cost to within fifteen.percent(15%):of the•City's Construction Budget, Upon obtaining City'sapproval of any proposed modifications,Consultant shall incorporate such modifications within the Design Documents as pert'ofthe Basic Services and at no,additional'cost to the City. 42:2, At the 30%o.and60% completion•of the Design,Documents, Consultantthall update its. Statement of.Probable''Construction Cost,which must an estimated Construction Cost for the. Project within a range of plus:or"minus tent percent(+/-10%)of the Construction:Cost Budget If;at the foregoing stages of,design;"the Consultant's Statement of,Probable Construction'Cost exceeds the City's''Construction Budget by more than'ten. percent.(10%q) 'the Project Administrator shall; :provide notice`thereof to the,Consultant.'Consultant-shellthen'identify the cause(s),,for the:difference and .recommend in writing for the .City's approval any modification in the. Design Documents necessary to Conform to the. Consultant's.estimated total costs in the Statement of Probable Construction Cost to.within:ten percent (10%)•of:the City's Construction Budget.- Upon obtaining City's approval of any proposed modifications,Consultant-shall incorporate such'modifications within the:Design Documents et part of the Basic-Services and.atno'additional cost to the City. 4,2:3. At,the 90% stage-completion Of'the' Design Documents and at'completion of the Construction Documents,Consultantshall update its::Statement of Probable Construction Cost,.which must include an estimated.Construction Cost 'for the Project within,a range of plus or minus five percent(+1 5%).ofthe Construction.Cost Budget: If at the foregoing stages of design,the Consultant's Statement of Probable Construction Cost exceeds.the City's-Construction Budget by more than five percent (5%); the Project Administrator:shall provide notice thereof to the Consultant._ Consultant shall then identify the Cause(s) for the difference and recommend in writing for the City's approval any modification•in the Design'Documents necessary'to'conform to,the Consultant's,estimated total 'costs in the "Statement, of Probable. Construction Cost .to within five. percent (5%). :of the City's Construction.Budget.Upon obtaining the City'eapproval,;Consultant:shall promptly modify the Design Documents or Construction Documents within the time period specified by the Project Administrator (which time period for completion shall not exceed ninety (90) days .from the date. Consultant is notified'to.re-design),-as part of the.,Basic.Services and at noadditional cost to the City. .To"ensurethat the-Construction Cost shall not exceed the City's•Construction Budget, each Statement of Probable Construction.Cost shall be in sufficient detail to identify the costs each. element and include.a breakdown'of the fees,:general conditions and a reasonable and.appropriate DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Contract NO.,2 -1#.47.- cOnttruqtiOn Contingency 4 3 .'Consultant Shall!Certify and warrant to the City that the,Statenierit of Probable Construction Cost and:anY:Ppijate terettil,represents Consultant's best judgment of the'COnttrubtiPniC.Pet'fOr the Project as an experienced: design•profeSaid00. familiar with,the construction indukStry, .proVided, however;that Consultant:cannOt(and.does nOt)guarantee that bids ornegOtiatedprlbet willnot vary from anY.edttrnates'Of Construction Cott or other cost eyeltiation(s),prepared:(of otherwise prOVided), by Cont.ultarit. . . 4.4 If the lOwett,and Ictest-Base,Bid exceeds the COnsUltent'S,final Updated Statement of Probable: :Cost by more than ten percent (,10P/0)., the Project Administrator shall provide notice thereof to the Consultant, and the COnsulterit shall re-design the Project within:the Project SoOpe, construction Schedule;;sequence of Work, or such other action,,at deemed necessary, to reduce the Statement .of Probable Construction Cost, arid Consultant shall provide any required revisions to:the Contract DOCOMent$;, (including, without limitation, the Construction Documents) within the. time :period. specified by the Project Administrator(which time period for completion Shell not exceed,ninety(90) days from The.date Consultant is notified,to:re-design), and shall provide re-bidding servideS;at;Many. times as may be reasonably.requested by the City,as part of the Basic Services and at no additional. cost to the City, in order to bring any resulting, responsive arid responsible bids'within ten'perCent, (.i 0%).of the.Cant ultants filial updated Statement cif PrObable COst. 4.5.: The,ConStructiOn'Cost Budget shall'pat'be exceeded.Withibut fully justifiable, extraordinary, and unforeseen.cirCumstances.(such as Force•MajeUre)which,are beyond the.control of the parties., Any. expenditure above this amount shall be-Subject to prior City Commission approval Which/ if granted at all, shall be at the sole.and' reasonable discretion of the City COmMittion.. The City 'Commission l'shalt have no obligation to approve an increase in the Construction'PC*Budget and,.if .such?Construction Cost Budget is exceeded; the City Commission may, at its sole and absolute. diScretibn, terminate this Agreement(and the remaining Services) without any forther liability to the City. 4 6, The Oily Corprillsgion may;at its sole and absolute discretion,and without relieving Consultant Of its obligations under this Agreement to design the Project to the Construction Cost Budget as set forth in Sections 4.1:through 4.5,abovei,separately elect any of the following OptiOns,. (1)approve an increase to the Construction'Cott Budget:(2)reject all bids,and(at its option) authorize rebidding of the Project;(3)abandon the Project and terminate the remaining Services Without anyy further liability to The city:.(4) select as many deductive alternatives as may be necessary to bring the lowest and best bid within the conttruction,COSteudget. ARTICLE 5.. ADDITIONAL SERVICES 5.1 ‘Additiorial BerviCes shall only be 'performed by Consultant f011owing. receipt of 'written authorization by the Project Administrator (which authorization Mutt be obtained..,prior to cOrnitiencernent,Of any Such additional work by Consultant).-The written authOrization.shall'Contain a ..:description of the Additional Services required a lump sum to be negotiated at the time of the request for-additional services or a fee(in accordance with the rates in?Sdhedule.T"'heretO),with a''Not to Exceed' amount Reimbursable Expenses (if'any) with a "Not to Exceed" amount, the arriended. Construction Cost Budget (if,applicable),-the time required to complete,the Additional Services; and an amended Project Schedule (if applicable), 'Nato Exceed!' shall mean the maximum curnulative. 'fees allowable .(or, in the case of Reimbursable Expenses, the:.imaximum cumulative 'expense's allowable), which the'Consultant shall not exceed Without'further written authorization.of the Project AdminiStrator.The Nottb'Exceed!'amount iS not a guaranteed maximum cost for the additional work reqUested(or, in the:case ofReimbursables,for the'expenset),,and all costs'applicable,to same shall 1'4 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 tt*Itt :be verifiable through time sheet (and,for expense re-VieWO, Additional SerViCeS ihCludpthe,follOWing; ApprafsalP: Investigation,and creation (*detailed.appraisaisand:valuations.or _ . pkisting'faCilitiet,end surveys or inventories in tonhection.with construction performed by Unforeseenf Conditions. Providing'additional work relative to the Project,:which ariSes, from subsequent circumstances and•gauss which coUld.nOtreasonabl9haVelSehfOreseen at the time:of execution of this Agreement(excluding conditions deferMined by.all,prio r studies. available to..'Consultant and' .excluding,-...circuenStanOes, and causes resulting from 'error, otniSsjoh,inadvertence,or negligenCedf'Conaultant):.., .Citv4kedueSteii. Revisions to Construction Documentk Making -revisions -to _ _ . Construction Documents::resulting in 'or'frOtn'. City-requested change in -.Scope of Work involving neW program.elernentsi.when revisions aee inconsistent with written approvals ,or•instructions previously given by city and/Or are'OOP to causes beyond the 'control:of Consultant. 5.2.4 Expert. Witness: Except insofar as the 'Consultant is- required.by legal process or subpoena to appear and give teStirriony,.preparing.to serve or serving as an expert witness in connection with any state Or federal'Court action to:.,WhiCh,the Consultant is not;a.party in its own'.name, that is not.instituted- by the;Consultant'or.in..which the..performance:'of the Consultant IS nOt.in 5.2.5 -ProcUrerrient: As-tit-Wipe iri.00phectiOh With.bid,Orbtat§,,ta.-bidsithq,Or re-negotiating; contracts (except for Contract Document.:revisions and re-bidding services required under Section 4..4 hereof,which Shall be provided at no additionaoSt*CitY). 52.6.; Models Preparing professional perSpootiVes,. modelsrnoaei orrenderingSihaddition to. those provided for this Agreement except insofar as these are othervise useful or necessary, to:the COnsultantinithe provision Of BasipServiceS. _ Threshold Inspection/Material Testina and Inspection: Providing threshold inspection, services and material testingtspeciatinspedtion.tervices,.provided that Consultant as part of the fiasic. Services, shall report on the progress :the Work, including any defects and defidienCieS.that may:be observed lathe Work.: Pre,Desion surveys :8,1-esti:I:id: Environmental inVestigations and site eValuattoris; :provided, however, that surveys of_the ,existing structure .required to complete documentation are not additiOna I services. 5.2.9 Geotechnical-engineetind: Providing geotechnibal engineering servicesor, ite surveys. 5:3 Additional services may be requested by the,City using a,Consultant Service Order.(CSO). •For each proposed Consultant Service Order, Consultant shall provide the City with,a cost proposal On a lump sum or not-to-exceed basis, based on the fee schedule in Schedule'11P hereto.. Consultant Service,'Order shall be executed in •accordance With Contract Approval. Authority Procedure'03.02 or as.arnended,.Any CSO not executed in accordance-herewith shall be null and vOld. 15 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 COhtroct No.22-122.407 'Bcdeptes-VOCCified trerori services that arfeteclUiredfor completion pf teigaristrUCtion Documents Ahell-be part,Of Itonsiultant!A Basic Services. .Reirriburaable EXpentea'ahallbe:OuthOrf2ed arid app roved:in OdCbrdendewith,Artidle. hereto:, ARTICLE.6.-!'REIMBURSABLE.EXPENSE8 S.1' ROitticimat* :Ej;ePenpea Inuat 130 .a0thotitedi unAdVartOO, 'by' the PrOjedt AdrnirilAttator. Invoices or vouchers for Reiniburpable:EXPenseS,AhOWlic-AtibMitterto:‘the Project Administrator(along with anysuppOrtinaredeiptAand other backup material requested by the PrOjeCt AdMihiStratOr).. Consultant shall dertifyAA:teeaCh such invoice'andlot voucher that,the amounts and items claimed as reimbursable are 'We And..correct and in AcdOrdance.With the Agreement" Reimbursable ExPenseS4nay but not be lfrhitedtojhefolloW1ng. Cost 'O reprpduction couner, and .pottage and, handling of drawings,. 'pier*, specifications,Ond,cither.Projedtdoduenenta,(ekCIUding,fePrOdUCtionAfor the office use, ,of,the Consultant and its.SUbconaultenta;:and courier, postage and handling-costs . , between.the ConSUltant and its.aubtonaultant4 .o, Costs fOrreprodudtiOn,and prepOration OfgrOphica;for.Cotritnunity wOrkohOpa'. ' Permit fees by City of Miami Beach regulatory bodies having jOriadiCtionOVer the City'permit fees), :62 .Feimbursable'expenses are an allowance;set aside by.the.City prid:shall only include actual expenditures made the Consultant in the interest of:the.Projett,;provided such expenses are authorized in advance by the City Manager in a CSO.'The.reienburaaOle expenses allowance, as ;specified'herein, belong-0 to, and shall be controlled by the City unused portions will be retained by the City and shall not be;paid to Conaultant). Only approved travel-related expenses authorized by.a CSO:will:be reimbursed to the,Consultant in an amount ndt-tO-ekceed,the agreed upon amount 'reflected on the corresponding CSO and in accordance With the City-Wide PrOcerlure.Ob.'20',91 (Travel any SuSinesa)..es:may be updated by the.City frOrn time to time: ARTICLE 7;COMPENSATION FOR:SERVICES; 7,1: ..ConaUltents:"Lump Sone.or '14Ot,to Exceed" fee for Prfovisioil of the S.Oryipea; or:portions Thereof, as may.be'set,forth and described!in.the-Consultant Service Order attached hereto as Schedule 'A' issued for a.,particular Project, shall be.negotiated between the City and Consultant, Ahd'shall be set forth,in,the COnatiltent Service Order and.ih'0OcOrdOnCe WOrSCheddla Paymenta. for Services shall be Made within forty-five (45) calendar days of receipt and approval of an acceptable invoice by the Project Adfniditrator Payments shall be made in proportion to the Services satisfactorily performed,so lhotthe,paymentAfor Services never exceed the progress percentage noted. in:the Consultant's :Progress Schedule (to be submitted With,,each invoice) No mark-up Shalt be allowed on subcontracted work., In addition to the invOide,..the-COnaultent shall, for Hourly Rate authorizations, submit a progress report giving the percentage of completion of the Project oild the:lot-al estimated fe'e to coMpletion. 7.3 .Approved Additional ServideS shall be compensated in accordance with,the hourly billing rates set forth in Schedule "l3,'" attached hereto. Any request for.payment of Additional Services shell be included with a COnsultarit payment.request. Nolnerk-up shall 'be allowed on Additional'Services • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 .0:irttfBa heftler•S,10-.•C'Qhtrocie:d Or ndt)i 7:4 ApproVed'ReinibUrSableEXpenseS:shali be,paid in accordance with Article 6 hereto, up.to the "Not to ,Exceed" :,Relfribkifs'able• allowance•arribunt. set forth in Consultant •SerVice, :Order '(as, applicable) • Any•request for payment',of:Reimbursable •Expenses, shall :also .be Inolvded, With ..Consultanfe paymearequedt, No.marlk7up shalrbealtowed'on'Reitribursable'EXpenses,. ESCALATION The initial hourly rateStet,feith.in Schddii10-B shall remain constant for the ,Iiiitial-Terrn•Of the agreerhent. Ninety(90)days pijOr to expiration the Initial Terrn[the,CitylVianager may consider'an.adjuStrhentioAhe.,^preoeding years unit costs for the subsequent year.,Any §t# .;adjustments, if any,shalt be based!On,a:corresponding:increase in the Consumer Price,Index for tfrban.ConSurners;:t1:5.. City.aVerage,(198784:-.100),as,established by•the'United tatiet.Bureau Of Labor Statistics("CPI");or material adjustments to:the:Stoop or requirements of the RFQ byte City; Inglilding4byt not limited *living wage increases, prOvided, however, that in:no event shall any annual increase exceed the Consumer Price Index for All:Urban Consumers In the event that,the city Manager determines that the requested incieaSeiS•OnsObStantiated, the Consultant agrees, • perferrn,all-dOties et:theCutrent cost,terrri 7.6 No retainage shall be froni,the Consultants compensation on account of sums withheld by the'City pàyrnentstO Consultant. 7.7 METHOD OF:611„.ONG,AND OA*MENf, Consultant shall invoice the Project Administrator a'timely manner,but no morelharionae on p.monthlY'beSik per projeOL,Ihvoices Shall identify/include the nature and extent of the work performed.;the total hours of work performed OyemployeecategOry;- and the respective hourly billing rate associated therewith :In the event sub-consultant work is used, the,percentage of completion shall be'identified. Invoices shall also itemize and summarize eny Additional Services and/or Reimbursable Expenses A copy,of the written approval of Project Administrator for the requested Additional Service(s)or Reimbursable Expense(s)•shall.accompany •the invOice; IhvbiOes Shallbe submitted to.the City at the foltowing address:. AccOunts Payablef:payablespiamibeadifLoOv 7.7,1 If requested. Consultant shall provide back-up for past and current invoices that -records bouts'for all Work(by employee category),and cost itemizations for Reimbursable Expenses (by.:Category). ARTICLE'S,CONSULT.ANT'S,ACCOUNTING AND OTHER RECORDS 111 All 1)0°4, reconds"(whether,financial'or otheroso), correspondence, .technicaiLdocuments, ;and any,other records :Or doouMents related to the Services and/or Project will be available for examination and .audit by The City Manager, or his/her.authorized representatives, at Consultant's office(at the.address•designated,in Article 15"Notices!),.during customary business hours. All'such records:shall be kept at least for a peiipd.,of three ( )"years•after Consultant's completion of the ervices, Incomplete or,incorrect entries,in such records and accounts relating personnel,services and expenses may be grounds for Citys disallowance of fees or expenses based upon,such ,entries, Consultant shall'also bind its.suboonsultants to the requirements of this Article and.ensure compliance therewith. 1 7 DocuSign Envelope ID:1A924BD4-AD53-4645-A635,133C6AE569C6 C000-0,140,4--12Z-PT ARTICLE a-OWNERSHIP,OPPROjECT'DOCUMENTS.- g.i Allotot, -orroponderit*, dOCuMents, pads and SpOdificatiOtisi ,deSlgrik. renderings,'CalcUletiOnS, SpeCifiCationS;,ffiOdel&,photOgraphs,, reports.:SuiVeys,'irWaSti.gatioris,.and, any• lifer documents(whether'Completed;or partially completed)'and copyrights thereto for SerViCeS, !"periOrMOCI.OrprodUced,in thaperfOrmance of this Agreement Or related to the Prolog,'Whether.initS; native electrOnicformi .paper or other'herd C.OpyrnediUrn:Or in electronic medium, except with'reaped to , 0Opyrightodtandard,:dOtails.ancideeigns OWned by the Consultant or owned by(0 third.party and licensed Wthe Consultant for use and reproduction, shall become the property of the City,Consultant shall deliver all such documents to the Pi:9100 Administrator in:their native electronic'forth as required it(lhe .Consultant.SerVide Order within thirty (30) days Of':completion of the Services (or within thirty (30).days'cit'eXpitation or earlier termination of thiSAgreeMent as the case•may be), However, na ,City,may grant an.exaluoiVelicense of the copyright to the-Consultant for ireusing and.reproducing copyrighted.tMaten'als,orpOrtiOne thereof as authorized by the Manager in advance arid in writing, In addition, the:Consultant shall not disclose, release, or make available.any document to any third: ,party iwithout prior written'approval from:the,City Manager, The'Consultant shall warrant to the City that if has been granted:a license to use and reproduce any standard details and designs owned'by a third-partyand Used or reproduced by the.Consultant in the performance of this Agreement Nothing ,cOntained herein Shall be.deerned tOexClOde any dOOOrrientfroltrChapter 1,19; Florida Statutes'. 92 The Consultant is permitted to reproduce copyrighted material rdescribed above subject to prior Written approval of the city Manager, At lila City's-option, the Conskiltarit•Thak.be authorized,as an Additional Service„ to adapt copyrighted material for additional or other work for the City, however, payment to the Consultant for such adaptations wiil be limited to an arnburit,not greater than 50%..Of the'origirialfee.earned to adapt the original copyrighted-material to-a new.site. • .0.4 The City shall have the: right to modify the Project or any components thereof without . permission from the Consultant Or'without any.additional compensation to the ocinurtoni, The COtlultant.81-011 be released,frOrn any liability resulting from such Modification, 9.5 The coultant''shall bind.all..StlibcOnatiltarita tO tha•Agreerrient_reouirements.forte-use of plans and SpeCifications: ARTICLE 10:.TERMINATION'OPAGREEMENT; 'TERMINATIONTOR,LACK OF:FUNDSt. The, ity.ia a goVernmental entity and.is subject to the appropriation of funds by:its legislative.body in an'amount,aoffiCient to-allOw,continuation,,of its performance in accordance with the terms and'conditions of this Agreornent, In the event there isa lack of ado('"4te,Thriding.either for the ServIces or the.Project(or both);The.city.may terminate this- ?tkAreerrient Withoot fOrtherliability tb.the]city.. 142. TERMINATION FOR CAUSE!. The City, through the City 'Manager; may terminate: this Agreement for cause,.upon e written notice AO Consultant,in the event that the:Consultant(i.),violateg any ,proviSion.,of this Agreernent. or .performs same in bad faith; (2) unreasonably delays the, performance of the SerViceS,orany portion therpotor(3),does.nOtperform the'Services or any portion thereof in.a timely and, satisfactory manner In the:case of termination for cause by the City, the Consultant shall'first be granted a thirty(30)day cure period(comMencing.t.ipon,receiptof the initial ,writterinotite of defatilt-frOrn the City): 18 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Contract No. 4422-91, 102.1 In the event,this Agreement is terminated for cause by the,City;'the'City;.at its sole, option and discretion,may over the reiriajninoSetyicesand complete them by contracting with another oarisAt4nt(S), Or otherwise.: The Consultant Shalt be, liable to the city far any additional cost(S)incurred by the City are to such termination! "Additional Cost"is defined'as, the difference between the actual cost of completion of the -Services, and the cost of completion of such'Seel/ices had:theAgreemeht nOtbeen:terminate& 0.,42.in the eVpht.of termination for cause by the city,.the Q4-ehaltniinly be obligated to pay Consultant for those Services_eatiSfeCtOfily,performed and accepted prior to the date of ternlination,(as,.Suth,dateiS set forth in,or can.be Calculated from, the City'S initial Written. default nOtibe). Upon payment of any.amount which may be due to Consultant pursuant to this.subsection 10:21, the City Shell have nci further liability to'Consultant. 1,02.3:As a condition preCederit ta TeleaSe orany'payrnent,whiCh may:de due.tO Consuitant under.subSoCtion,10.2,2,,'the Consultant shall promptly assemhieend,deliver to the Project Administrator any and all PrOjeCt,.documents prepared (or caused to 60 prepared). by. Consultant(including,without limitation, those'referenced In subsection 9:1hereof): The City shall not be responsible for any :cost incurred by,Consultant for assembly, 'copy, 'and/or deli Very Of PrOjedt dOcumentt.pureuatittathieSubSedtion. .10,3', -TERMINATION.FOR CONVENIENCE Irt addition to the City'S,right to terminate for cause, the City through the City Manager, May also terminate this Agreement, upon fourteen(1 4)days prior Written hoticeloiConSultent, for convenience, without.cause, and without penalty; when (in its sole discretion) it deems such termination to be in the best interest of the City. In the event the City terminates the.Agreement for 7convenience,. :Consultant shall be :compensated for all' Services satisfactorily performed and accepted up to the termination date (as.Set forth in The,ditY'S•written notice) and for Consultant's in assembly and delivery to the Project Administrator of the Project. . documents (referenced in subsection 10.23 above). Upon payment of any amount'which,rnay.be- duelo Consultant pprtUarit thie;eubsection 10:3-,theCity shall haVenO further liability to ainSultant. 104 TERMINATION BY CONSULTANT The Consultant may only terminate this Agreement for cause,'upon thirty(30)'deys prior written notice to the City,. in the event that the City Willfully violates_ any provisions of this.Agreement or unreasonably delays payment of the-•$ervices,.or any portion thereof In the event.of a terminationi for cause by COnsultant, the:City shall'pay Consultant for any Services satiefactotily performed and accepted up to the date of termination;praVided,,however,that the City shall first be granted a thiety(30).day cure period (cornmencing upon receipt of Consultant's initial written•notice). 10.4,1 The ConSultent shell hOVe no tight to terrriinate thisAgreernent for convenience, 10.5 IMPLEMENTATION OF TERMINATION: In.the.event.of termination (Whether for cause or for convenience), the Consultant shall immediately, upon receipt of the City's .,i/iiritteri notice of termination: (1) stop the.performance of Services, ,(2).‘pleOe no further,'orders'Or issue Any other subcontracts, except for those,Which,may have already been approved, in writing, by the Project Administrator, (3) terminate all existing orders and .subcontracts, and (4) :promptly assemble all Project documents'(for delivery to the PrOjeat.AdMinistrator). ARTICLE 11: INSURANCE 11:. INSURANCE REQUIREMENTS: The vendor shall Maintain the.below required insurance in effect play to awarding the contract and for the duration of the cOntract, The maintenance of proper insurance'coverage.1e a.mateiiaf element of the contract and failure to Maintain or renew coverage 1;9' DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 'Contract NO..214::07' May be treated as a tat6rial,'breaCh of th4Contra4 which CoLtIct reso it n Minn—bid inO:Of payments or termination.Of,theLcontiact; 11.1 The maintenance of proper Insorance,.Coveragais a,materiel 'element Of the,Agreement and. failure to maintain or renew coverage may be treated;as a Material breach of the Agreement, which tbuld-reault,in'withholding Of,payments Or termination ofthe Agreement: .A. .Workers' Compensation Insurance for all•ernPloYees,of the Contractor as required by Florida Statute Chapter 440:and Employer Liability Insurance with a limit of no less than .$14000;000 per accident for bodily injury or disease,, Should. the Contractor be exempt 'frorn this Statute, the Contractor and. each employee :shalt hold The City :harmless from any injary incurred during performance of the Contract The exempt contractor shall submit(i)a,written statement detailing the:nuOlber Of'employees:and that they,are not required to carry Warkersi Compensation'insurance :and CIO not anticipate hiring any additional etriplOyeeS,duilng the term of this,contract or(ii) a Copy of 'a certificate of Etetription., 13, CoMmetbial ,General Liability, Insurance on an, ocCurrenCer:basis, including, products and . cOMpletedOperatiOns, property damage,;bodily injury and personal,&advertising injury with limits no. lets than.$1„000,000 pen.bodigrence, and$2,000,000 general aggregate. C. Automobile:Liability Insurance covering any automobile,If vendor has no owned automobiles, Then coverage for hired and non-owned'automobiles, with,limit no less than $1 combined per accident for bodily injury and property darriage. D. Professional Liability (Errors & Omissions) Insurance appropriate to the ConsultariVs- •professlon, with limit no teSs than 12,000;00. 11.:2 .Additional Insured-City of Miami Beach must be included by endorsement as an additional insured with respect all liability poliCies (except Professional Liability.and Workers' Compensation) arising out of work or operations.performed on behalf of:the'ConSultant,InCluding materials, parts,Or equipment furnished in Connection,with stithworksor operations and automobiles owned, leased, hired orbbrr,ciwed in,the form Ofen endOrtementto the ConsUltant'airiSuranCe', 11 3 Notice of Cancellation Each insurance policy'required above shall provide that coverage shall not be cancelled, except with notice: to the City of 'Miami Beach c/O' EXIGIS Insurance Compliance Services, 11.4 Waiver .of Subrogation Consultant agrees to obtain any endorsement that .may be necessary to effect,the,waiver:of subrogation on,the coverages,required„ However, this provision applies regardless of whether the City has received a Waiver of subrogation endorsement from the insurer. 1,1:5 Acceptabilitt_cithiSurera—IrlauranCe Must be placed with insurers With a Curterit.A.WL Beat, rating of A:VII;Or.higher. If not rated, exceptions may made for members of the Florida, Insurance Funds FINCIA,.FAAJM,,, Carriers May also be considered if they are licensed and:authorized to,do insurance business:in the State of'Florida: I t.0 Verification of Coverage - Consultant shall furniSh.the City with original:certificates and amendatory endorsements, or copies of the applidable. insurance language, effecting. coverage required by this contract All:certificates,and endorsements are to be received and approved by the. ,city,before work commences., However failure to obtain the required documents prior to the Work, beginning Shall not waive the Consultant's obligation to provide.them. The City reserves the right to require complete, certified copies of all required insurance policies, inclUdingendorsements, required 20 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 p‘antraqNo:'?2-1224)7' by thesei0bebifications,eteny,tinle: tER.VIFICATE'HOLDER'ON;AL;L.Cal tST.READ: CITY OF MjAM1 BE.ACH. &to`. XIGIS,'100000.00,Compliance eryiCetPa B947 - Marrieta, CA.92564 'KindlytubMit all Certificate§Of insuranCe; 'endOr§errientS,. eXernpiribri:letters 1.0 Our ter*Cing:agent', E)(101Si; tertificatesmiarnibeacharitkwOrkt.cOnti., 11.7 •Special Risks or Circumstances 7i The,City of Miami Beach reserves the right to modify 'these requirements, including limits, based-on the nature of the risk, prior experience, insurer, ,Coverage,-.prOthertpeCiaitlictinIstanceS. -Compliance With the foregoing requirements shall not relieve the vendor othis liability and obligation undel•this.seCtibrp Or under any Other section of this agreement. ARtICLEI12. INDEMNIFICATION AND.HOLD HARMLESS. VA TO WO fullest.ektent permitted ection'72 :08, Florida $tatUte§, the COnsdltant•thall indemnify and,hold harmless the City and its officers,.employees, agents,and instrumentalities,froth damages, losses, and costs, including but not limited to reasonable attorneys fees,to the extent caused ON/the negligence, recklessness, or intentionally wrongful,conduct of the Consultant •and other,persons'emplOyed Or Utili4ed,bythaCorisultant in.thefperforMance of this Agreement The Consultant,shall pay all.claims and losses in connection therewith and shall investigate and defend.all claims, suits, or actions of any kind or nature in the name of the City; where applicable, including appellate proceedings, and shall !jay all,costs,judgments, and.attorrieys'tees-which may issue thereon; Consultant expressly,Understandt.an0agrees that any insurance protection required by this Agreement or otherwise provided .by Consultant shall in .no way limit its responsibility to indemnify, keep, and save harmless:and defend the City or its officers) employees, agents, and instrumentalities as herein provided. 12:2, The Consultant agrees and recognizes that the City shall'ncit,,be-held liable or responsible for any claims which may result from any negligent, reckless, or intentionally wrongfol actions, errOrs,or .omissions of the Consultant in Which the City participated either through review or concurrence of the :Consultants actions:. In,reviewing,approving or rejecting any submissions by the Consultant,or other. acts of the Consultant, the City in no way.assumes.or shares any responsibility or liability of the :Consultant (including,•without lirnitatiOn. 'its skibcOnsUlterits and/Or any registered professionals (architectSand/or engineers) Under this Agreement). - . ,ARTICLE la. ERRORS AND OMISSIONS 13.1 ERRORS AND OMISSIONS: it it specifically agreed. that any construction changes categorized r by the City as caused by an. error, an .omission, or-any combination thereof in the. •Consultant's performance of the Services Will constitute':an:additional cost to the City that would not have been incurred without the error The damages to the City for errors, omissions or .any combinations thereof shall be calculated as the total cost of any damages or incremental costs to the 'City resulting out Of the errors or omissions by the ConSultant, including,without liMitation, the direct, 21 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Cdn&opt :inditeCt andtor COnsOcibential:daYnages.tdOtAtirfg frOrifl the GOO:Mance entrOendiorbrnisOionO&any CoMbinatidn'theredfi Damages shall include delay OarnageO ceased,byte error, Omissions or any combination thereof Should the Conaulterit.ocsageree,that ail Orpart of such damages are the result of errors, omissions, or any combination thereof, the Consultant lney.appearthiO•OeterMination, in wtiting; t9cthq,Prpfect •Aomihistrator. The Project Administrator's decision On:41i;tiaims, questions:ancOiSoutes'ahalt.be conclusive and binding upon the parties hereto determination is tiogtly,pebitrary:Or unreaSOnable., In the:event that the,COnaultantddes..not.-agree-with the decision Of the Project„ Administrator, the shall present any such objections s in writing,to the City Manager: The Project Administrator-and the.ConsUltent.shall,:abide,by the decision of the City Manager, -This paragraph :does'. not.constitute:a waiver of any to proceed in a court of competent jurisdiction after the aboVel'adrilinistrati.ve remedies haya-beeneitauoted ARTICLE.14. LIMITATION,OELIABILITY The'City desires to enter this Agreement only if in sodoinglhe City can place a limit on its liability for any cause of action for money damages dUe to an:alleged breach by th6city.pf this Agreement, 'SO that its liability for any such breath never exceeds the"(Ott) eXceed"amount of the.fee,:paid to Consultant .under this Agreement; less, any arnourit(s)-actually ;paid to: Con-qUltnt. hereunder. Consultant hereby expresses its willingness to enter,into this Agreement, With COntultantio recovery from the City fOr,anyolamageoforectiOn for breach of contract to be limited to,ConsUltanto`tiottO eiopece.fee under this Agreement, less any .amount(s) actually paid by the City to,the Consultant, 'hereunder, 1 Accordingly, and notwithstanding any Other terhiOr condition of this,Agreement, Consultant hereby agrees that the City shalt not boilable to COntultant for money damages due to an alleged breach by the City of this Agreement,In an amount in excess of the"hot to exceed amount'of Consultant's fees under'lhis,Agreethent which ornoUnt,shall be reduced by any arhoont(s),actualtypaid by the City to consultant hereunder: Nothing,contained In•thia,-subOeCtion,or elsewhere in:this Agreement;is in,anyway intended:to,be'a waiver 'placed'boon City's liability,as set forth in.SectiOn 760:23;Florida:Statutes.• SUBJECT: TO. -CONSUTLAN'T'S COMPLIANCE WITH THE .REQUIREMENT OF: :-SECTION 5584934, .FLORIDA STATUTES A DESIGN PROFESSIONAL- WHO IS AN INDIVIDU81. EMPLOYEE OR,AGENT OF.CONSULTANT MAY NOT BE HELD INDIVIDUALLY,,LIABLE FOR :NEGLIGENCE OCCURING, WITHIN THE COURSE AND. SCOPE OF THIS PROFESSIONAL SERVICES AGREEMENT. . . .ARTICLE.15:.NOTICE :Until changed by.notice in writing, all such notices and communications Shall,be addressed as follOvits: All Written notices given,toCity by:COnsultaashall be-addressett..td:i City manager's.Office City of'Miami Beech- 1700-Convention Center Drive, .Miami Beach Florida 33139 Attn:Aline T. Hudak,,city Manager Email:Aliraliudak(asniatilibeachfLOv. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 .Contract ir6; 1410 0. .'014S.r2i ;P0b0OrWorks'..,Engitteprin*:, ,tityd1Mionii•;00aqh, 7.00...0:Onventidit Center Drive Mian-Opiohi;,:ri-on8ap83i39. kr1',/:Ofigtini'cf:r(Pgi?Qiatf(fpit.4,P0A1*S0' ph!,:30q57aqOci ext 26153 - • ehioikleiiefiriaOrto6aKnii6fiiibeeatifl:65v: AlF,conttortoatiookdiyohiO:thet&ittiltant frOinthelstityihafite_iddtei.ied . . :8frANY-E-6:66NUL4iNd'. ERVIat'-§iNd . , _ . - 901 Mince De Leon Blvd Suite OQ .Coral Gables,.;t:t..•p1 34 ' Attn Ran:10i:Castella, PE Pfit..•-$05,4404R9p0 . ‘.E:rtigo:-.egitiort,6agteitaogthrme:aorti.- . • _ • AirLi6(mice .(114:iied,-6166ti-tihie4il'y:f9",eithei'Iiaiti-aliall be deemed'la 6 sufficiently transmitted . _ ARTICLE l'&:CCiNSULTANVSsCOMPLIANCE WITITFLORiDA:PUBLIC:RECORDS LAW _ . . . 01 001§Ultaht§Ii_011**11)1Y0itn rlotida'Pl4b110'0060*(0W.tJ0610:if Chapter 11.%1F•10ric4. 1$fatute*as7,maY'deatnertdeprom,W.116'4).400,, reOord40'$nalliiioe-thp..moohinp;ket forth in Section 119:-„011(1(2), which -mkort..01kciba*ionisi.:papprsi• fetters, maps, books, tapes, ;photographs, films, sound recordings, .data,OtO.OaSaingisoftwara,:orothar rnatefig.rebajdiess'ofthe..Ohysipatform,,:pharaoterigrokOr meana, of transmission, mode.or received 0000ant.to taw&ordinance -jri,connection transaction ,cif OffOial tit:0060;pf the; Pasuanttd Seotidn-11 9:0701'of the Florida Statutes,,,if the Consulter-it meets the :Of"Consultant"*defined in ZeOtiOn114;6701(1)(4,:tho:pon$ultabi'oholi; _ • (a): -!.0.00:-0nct.hiajritiain,ptMic records !IJI5on request from the City's custodian of public records, provide the City with a dpOse,,, - of,the. requested'records or allow the records to be IT*peOtPd:or..OopiPd Within .0 .reasonobje,time-et:*cost'that does not exceed the cot provided in.-Chapter 11 Of; .• Florida Statutes oras otherwise provided;by law; (4, Ensure that public records that are exempt or confidential and exempt from•pt.iOlid; rdOords disclosure requirements are not disclosed, except‘ ,authorized by law, for the',(16ration;.pf thifoontradt.,tOrm. and following,.compliftfon.,Of the Agreement if the - -Consultant does not transfer the records to the City, (d), Upon completion of the Agreement,.transfer, at no cost to the Cityi records in pgalessIbn of the Consultant or keep and maintain public records required by the: 'City to OptfOrnIrthpi.a:prific& If the :cOnOUltailttranSfers all public records to the City Oppn bOrriplaion.of the Agreement, the Consultant shall destroy:any dupliqata public records that are. ,of.oOlfider01'.qod exenvt.,fiifint public records :requirements if the Consultant,keeps and maintains public repo*upon completion of the.-AgrpPmentrtne.COn4iltant,shall meet .popfloOmp::rdooiremerits.fOr retaining 23 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 _ contractNoi;•;2?L'Ug-..97. • . . , - • 2 . ;gubiic,:(60-0-0b,AUrecotds.810-0,.;plootoinicdi iv:010 be tiroviclOO,tOqho City, upon request from the City o okjspildion0oubliOrptids,iihT',g'foroiAtthpttkofinviAtiotp wtth?.. ;thoih.fi?frootiph.loOhoiPoy.6atohlo of the City. . •. • . • . . • , 16.4 REQUEST FOR RECORDS; NONOplIpPLIANQE, 04.1: .A poAilp4to:jhqie* ..PQPYPYPliorOprctkirgtOting,to th9:pity's-coptract`fgr .pryloes, must tikry**Oirotiji..,,to_ti*:Qity..1(th0•00,:dpeeTipt possess the requested records the City 0011irometil4toly,"hotifyi,the,tonSultghteof,thp,'rpqw0st,-..-ontr th.e.:Oorisuitant must provide the -•'r0:05*to the City or tooeoto.0-,0'10060040*$0,wii6J6,0104060.01516Airrie:... 164.2 te;to aohlOiji•*Ith,th0 City's TOlueStfafectittls,ShdiVbionatitiite,.. . a:,-,6t000-,ottlis:.,:ivoortenti-otf#0.:Co,,,...ot its sole discretion, (.1),kihilatatalVtathiiriate-, tflo,4reehient,(2)omait itself pftheirdmocilOiet10*uhiloi,AbO.'4rem:fritp*ncitoi•(8):0.01E aväiláble remedies 16.4.3 „A:r4onitaht.whi).,faiis405 1510/00:the,00110 ropor030.4hOcity,withio:o • • •reasonable time may(*.SObje,dt,}tp,rOffaitIOS. 119:1 a i\t:iLAcTfotst. . . I6.5;1 a:to: relating to the City's contract for services, the court shall'assess arid award against the .00Sult4htlho:e.essohoOte, o'etg,of enforcement, ihdt:40iO4,idaacitiabta attorneys':fee , if (a) The,000:datarmihaalhatAtiO.:ConsultantiJillaWf*irafuaad Ici;t0Mpiy:with tha;gyOlig..toohtisfecOost withih a reatOhalita;tithaoritt, :(t4 At least:8:OuSihess:Aoli.o;:h6f6tia. .000h;,the plaintiff provided written ,notice O.f the public*ciraa,roEiyaat;inclOinga.itatpitient.thattho..Ophsultahthas. not complied with the.:request, to tho City and to the Consultant., - . . _ et • • e e .1' „ , ,. 16:512. .A notice complies with subparagraph(16..5:1)(b)'if itissenttotthe Citys custodian .-6f,:ot4ii-dtocOrds:ohd:10 tho•Q:00Suit6ht-alhs:Qdr*ItOrlisr:atkiros'Fated•qh!ita0Ohtraot. With:tha;00...pilo the Consultant's-registered:agent..Such notices mustbe sohvby, ,common*air delivOly.4010e,Ort.41r0-§istied;.06001 Express Guaaneéd,:i5e certified ,.0011;:viith,000664 pe' hiPpiffia:riaid:oythe.-tet)det.041,00-1,0007Pnc.0 oftiOliVON4'44*h- ,May:pojri.oh electronic format.: 4.3, .A.,•titir1001tant who'oorrigiies`With;gpilipli.qracp,tds request.within:F$,hopihess days 'after tho.:pottooli.s-phriS hOt.jfahlq.:TOttthe:iad,aphabla costs.of ahforoamont, _ _ • _ . •._ „ _ 16.6 ,IF THE CONSULTANT HAS: :QUESTIONS- REGARDINO. THE .APPLICATION, OF :'CHAPTER 119 FLORIDA 'STATUTES TO. THE CONSULTANT'S,'DOTYTO',PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT; •,CONTACT THE CUSTODIAN OF 'PUBLIC: RECORDS AT: • 'CITY:OF miAMFBEAcH .ATTENTIon4,RAFAEL:E•tRANADO CITY CLERK• 1790:.CONVENTION"CENTER DRIVE. • • •_ MIAMI BEACH,:FLORIDA'33139- !.RAFAELORANADOWAIAMIBEACHFICGat PHONE:. 3.0.567.3g411L. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 POBtractNo,; ARTICLE IL INSPECTOR GENERAL-AUDIT RIGHTS • Purtuant,tO SeOtion,4:40 of the Code'of the City OUIVIiarrii:BeOch„the,City his .ettabiShed the Office of the Inspector General which‘May; on'a random basis, perform reviews, audits,. inspections, and inveStigations on all 'City contracts, 'through* the duration of said 'Contracts This random audit it separate and 4istinO1 fronliany:Otber audit performed by or on behalf of the City.. 17,;2 The Office of the Inspectort.General:18 authorized to investigate City affairs and .eMpoWeredtb,review past:preterit,and proposed City programs,.460.001,records,,'contracts'and transactions In addition, the Inspector.General has the,power to subpoena witnesses, administer oaths, require the'production of witnesses and monitor City projects programs: Monitoring of an existing,City project or program may include kreport"conOrning,Whether the project is on tiMe„Within budget and in conformance with the contract documents and'applicable law.The Inspector General shall have the power to,audit;investigate;monitor, oVertee, inspect and review operations,activities, performance and procurement process including but not:limited to project design, bid specifications, (bid/propotal)tubmittalt,,actiVities'of the Consultant,its officers, agents and employees, lobbyists, City Staff and,elected Officials Ito ensUre.PoniPliancewith the contract documents and to detect fraud and porruptiOn, Pursuant to$ePtiOn!:Z-37o,oflhe City Code,,;the City it allocating a percentage Of its overall.annual'contract expenditures to fund the activities and operations of the Office of Inspector ,Generat " Upon ten (10)clayawritten:tiotite tO:the Consultant, the'COnsUltant atiall!Make all. requested records and documents available to the Inspector General for inpeotio,11 and cOpying,The Inspector General is empowered to retain the services ofindependent.privatetector auditors to audit inVettigate, monitor,.oversee, inspect and review operations activities, performance and.procurement process"including but not limited to project design, bid .specifications, '(bid/proposal) 'submittals-, .activities of the Consultant its officers,agents and employees lobbyists,City staff and elected officials to ensure!compliance With the Contract doCurrients and,tO detect fraud and'Corruption. •1:7* the.Inspector General atoll have the righttP:illePOPtand copy 011 document0 and records in the Consultant's-possession; custody or control which in the Inspector General's sole judgment :pertain to'performance of the contract,, including, but not limited to original estimate files, change order estimate files workSheett, proposals and agreements from and with successful subconsultants and.suppliers, all project-related correspondence, ,memoranda, instructions, financial documents, construction documents, (bid/proposal) and contract dopumenta, back-change documents, all: documents and records which involve cash, trade or VolUM*distounts, insurance proceeds, rebates, or dividends repeived,.payroll and personnel records arid supporting documentation for the aforesaid .dOcUmeritt arid Teccirdi: *1.7.:5 The Consultant shall make available et its Office at all reasonable times the records, materials, and other evidende regarding the acquisition (bid ;preparation)!and performance of this Agreement;for examination, audit,or reproduction,'until three.(1),years after final'payment under this Agreement or for any longer period required by statute or by other clauses of this.Agreement, In addition: 25 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ccintroONo:22,1!22:-.0 (a) if this Agreement is partially terminated,the Consultant Shell make available records relatilig to the.Work terminated until three(3) years after any :resulting final terriiinatiOn settlement; and' ;(b)!The Consultant shalt:make:available: records relating to appealS Or.tO•litigation,Orthe - settlement of'claims prising under or relating to this Agreement until such appeals, litigatiOn,OrOlairn sere finally resblved: 170. The provisions:Jo this section shall apply to the Consultant,'its officerS, agents, erriplOyeeS,,silibConSullintS and. SUpplierS. The Consultant shall incorporate the provisions in,this. section in all'SubcOntractS.and':alt:other agreements executed)by tile Consultant intonneCtion.with Peifartnance of this Agreement,. . 11.1 Nothing in this section shall impairany independent right to City to conduct audits or investigative activities i The provisions of this sectiOh.ereneltherintencleb.not shall thOy_te.constrod to 1 POse-eny liebilityon the.City by;the ConsUltant or third.parties.. ARTICLE 18::AIIISCELLANEOUS`PROVISIONS, 18.1 VENUE AND WAIVER OF JURY TRIAL: This .Agreement shell be gbverned :by; and construed in accordance with, the laws of the State of Florida,,,bothsubstentive and remedial,without regard to :principles of conflict of:laws, The exclusive venue for any litigation arising but of this. Agreeriient shall be Miani-Dade -County, Florida, .if in state court and the .District'Court; •Southern District•of Florida,. , federal pitift. BY :ENTERING 'INTO THIS .AGREEMENT; CONSULTANT AND CITY EXPRESSLY WAIVE ANY RIGHT'S EITHER PARTY MAY HAVE 10 A TRIAL BY•:'JURY OF ANY CIVIL LITIGATION RELATED TO, OR ARISING OUT OF!, THIS AGREEMENT 10:.2 EQUAL OPPORTUNITY EMPLOYMENT GOALS:' Consultant agrees f that it will hot, discriminate against any .employee or'applicant for employment for work under this Agreement because of race, color, national ongin, religion,.:Seg;..gender identity, sexual orientation, disability; marital or familial ptatus,,or age,and will take affirmative steps to ensure that applicants are employed and employees are treated during employment without regard to race, color, national origin, religion, sex,gender identity, 054,01 Orientation,.ditabilityli marital Or farnilialStatus, or age.. 18..8 PUBUC,ENTITY CRIMES. ACT: In accordance with the Public Entity Crimes Act (Section 2181;133, Florida Statutes), a person or affiliate who'is a constinarit who has been placed on the convicted vendor list following a conviction for a:public entity crime may not submit a bid on a contract to provide any,goods:or services tothe City,.may not submit-a bid on'0 contract with the City for the construction,or repair of a public building or public work, may not bid on leases of real property to the City; may not be awarded or perform work as a COnsultant,supplier,,subconsultant, or subconsultant under a contract with the City,and.mey not transact business with the City in excess of the threshold amount ,provided in Section 287.017, Florida Statutes,'for Category Two, for a period•of 36 months from. the date of being :placed on the convicted vendor list For violation of:this subsection by ConSultant, City Shall 'have the right to terminate r the Agreement without any liability to-City, and pUrsue.debarment OfConstiltant 1,8:4 NO. CONTINGENT FEE!' Consultant warrants that it has not employed or retained any company or person,other than a bona fide emplOyee working solely for Consultant,to solicit or secure this Agreement and that it notpaidor agreed to pay any person,company,corporation,individual or firm, other than .a bona fide 'employee, working solely for Consultant: any fee, comMission, percentage, gift;or other consideration contingent upon or resulting from the award'or making of this Agreement, For the breach or violation of this SubsectiOn, City shall have the right to terminate-the 26 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Cor1rOCt•NO.41'2217' •Agreement, without any liability or, atitS-dltbfeti0; to:de00t.frOM.the:contract price for.0thetiiiiipp:- recOverlithe futierhOutit of such fee, ifti,brdonsideration, 18.5v LAWSAND'REpt,ILATPN* 18:5,1TWC:OnkLiltantst-il I,:during the'.170,r,m ofthfs-Agreeme_nt,be.governed;by all'Applidable- LaWstwhich may:have abearingHon.the Service involved'in the,Pfdjebt. 18:512 Project IDOcutheritt; in;adcordande with Section 419 071 (3) (bz), Florida -Statutes, :intitledirOefieral exemptions from,.inspecting or copying public reCords17 all building plans,.blpeprints,-Schernatic4tavVings,ehd:diagtarns, including draft, preliminary, and final fOrMats,,are-exempt from theprOsiltiOnsof,SettiOn-119.07(4 Florida Statutes .:(inspection and copying of public- records), and. ',24(a); 'Article I of The State 'COristitUtion, lriforrnatiOn.,madaexemPt,,by this paragraph,witty,prfor written approval from the City Manager,May be disclosed to anolher,entity to perform its duties and- responsibilities,to a licensed ar6hitectiengineer or Consultant who is performing on orrelated to the Project, or upon,'asshoWing of good cause .before a court :Of competent jurisdiction, The entities.Or.persOns, receiving'such information shall taint-Write.exerriptstatus.of the inforMation. 18,5.-2s1 In..ad0itiory,to the requirements in this,subseCtion,18.5.2; the Consultant agrees to abide by all applicable Federal, State, and City procedures, as may be amended from time to timei by which the documents are handled, .copied, .arcI, distributed.which ,May include, but:is not limited to, each employee of Consultant and subCOnSuitatitt that will be involved in the .Project being required to sign an,agreement stating that they will not copy, duplicate, or distribute the documents unless authorized by the City Keriagerjn 113,5,2.2 'The, Consultant and its subconSultantS..agreeih writing that the Project dpOumerits-are to be{coot,and maintained in:a'Secure Ioc_ation. 18.5.2.8 Each -Set of the .Project.'doCurrientS. are to: be numbered ,an 'the whereabouts ofthe documents shall be tracRetratall ' 18.5:2:4 A log is developed to track each tet of documents logging in the date,time, WO name Of AheincliVidUal(t)that wOrtcOrt or view the documents. 18'.5,3:E-Verify `Consultant, shall ,comply With ,Section 448. 095;. Florida Statutes, '"Employment ("e-Verify.'8tatute"),aS,may be amended from tinip, • to time Pursuant to.the E-Verify Statute, cornrilenCin0OhJanuary t•2021, :consultant.ShaliKegisterWith.and use the E-Verify system JO verify the work. authorization status'of all.newly-hired employees during the Term,of the, Agreement Additionally, Consultant shall •expressly ..require -any • Stibconsultant, perfOhning, work or providing' services pursuant to the, Agreement to likewise Utilize,the llS..1)epartrnent of Homeland Security's E-Verify system to verify the employment eligibility of.all new employees hired by the subconsultant during the contract Term. If Consultant enters into a contract with an approved,sk.ibconsUltrant,.the-stubccinsultent must provide the Consultant with an afficfavit,stating that the Sybcontultant,does not .eMplOy, ;6000-pct with, or subcontract with -an unauthorized -77.4 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 ,Contracts No;22,122-07. elrerr. Consultant shale maintain•a,copy ofsuch affidavit for the'duration of • 'the.-Agreement,or such other extended•period•!as_•may be required under •'t, US Agreeme»t. i.8:5;32 TERM.LNATIONi RIGHTS 18.:5 3 2.1` if the:City,has a.goo4'faith'belief that Consultant has knowingly 'violated,Section•.448,09(1), Florida.Statutes, the'City.shall terminate,this' Agreement wtth Consultant for cause, and the City,shall thereafter have,or. 'Owe n0'fUrther.ijbligatiion-or liability to'Consultant:• '18:3 5 2.'2. If the City.has-a good!faith belief theta subconsultant has`. :knowingly violated the foregoing:Subsection 18:5:3,1, but the 'Consultant. otherwise complied with,such,'subsection,;the City will. promptly,,notify the Consultant and :Order the Consultant to .immediately terminate `the Agreement with the subconsultant: .Consultant's failure to. terminate a subconsultant shall be an•event of:default..under this Agreement,.entitling' City Werthinate the-Consultant's contract for cause. 18:5,32.3` A ,.contract terminated under the .foregoing Subsection 18:5 3:2',1 or 18:5 3..222 .is not in breach of contract and <may, not :be considered as such 18:5:3:2:4 The City 'or Consultant or :a, subconsultant may• file en action-With the'Circuit or.Cout'ity Court t0.challenge a termination under the 'foregoing :Subsection: .18 5.3.2.1 or 18.5:3:2 2 no later, than 20, calendar days after the-date:on,Which,the,Contract,was terminated, 18:5;$ 2,5, If the Cityterminates:the Agreementwith.Consultant under..the foregoing Subsection.18 5:3',2.1 'Consultant,may.not be awarded a publip contractfor atieast'1 year after'the date.of termination of this Agreement. 18.5:3.2.6 Consultant`is.lieble'foranyadditionai co:sts!incurred b ha City a5 a result of the-.termination of this Agreement under this'Section•185.3. 18.6 -FORC1E MAJEURE a. A "force.Majeure"event.is an event that:(i) in.'fact causes a:delay i❑ the performance of the ,Contractor or the•City's obligations.under th'e Agreement, and,(ii)is beyond'the reasonable control of such party unable to p0rform'the obligation,and (iii)`is not due to:an intentional act; .error,omission, negligence:of.such party,and.(iv)could not have.reasonably been foreseen and:prepared'forby such-party at:anytime prior to the occurrence of the_event Subject to the, foregoing criteria, Force Majeure may include events such as war; civil insurrection,riot,fire& epidemics, pandemics, terrorism,.sabotage;; explosions, embargo restrictions, quarantine restrictions,transportation:accidents, strikes,-strong:hurricanes or'tornadoes, earthquakes,or other acts.of God which.prevent Performance. Force Majeure shall not',include technological: impossibility, i'nclement,weather, or failure,to secure any of the required permits.pursuant.to. the Agreement: :b. If the City or Contractor's performance of its Contractual.obligations AS,prevented or••delayed by an:-event believed by to be Force Majeure, such party shall immediately, upon learning,of the occurrence of the event or Of the commencement of any such delay,.but in any case within fifteen (15)•business days thereof, provide notice: (1) of the occurrence Of event of Force _�8 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Contact •00.jeur..C;`(il)of the nature of theeventandtte cause thereof,(fli)::OfthOantiCiOated•impact on the Agreement; of the:antioipateapericid.,of the delay, and.(y)„‘Of what course of action such party plans to take in order to Mitigate:the-deitirrientel.effeCtS:of the event:.The timely delivery of the.notice of the of a ForCeicilajetire event is a condition precedent to alloWanCe,,of any'relief.pursuant to this •section, however, receipt of.such notice shall not .constitute acceptance that Ahe.eventl:claime0'tO'be,.a,Force:Majeure'event is In fact Force Majeure, and the of.proOf Of;the oCcurrenae•Of Force Majeure be'on the . reel:00E1g,IiiOrty. 'c. The PityMay, in ita..SOleand.abSOlutediSOretiOn, make arriendineitOre"Cluitable adjustment in ,the•contract terms .and conditions and/or-pricing to address very unforeseen circumstances outside Of.thesuccessfal Bidder's"control relating to certain supply chain issues and extreme market volatility The City may, but shall have no obligation to consider,or .otherwise approve an adjustment,where pricing or availability of supply is affeCtedi by extreme, Or unforeseen volatility in the Marketplacesatisfyinm at:aminimumi,all of the following criteriat 1.)the:yolatility is.cie„to,0*.ises4hOjIy.;I:i9Ohd the successful Bidders COntrit4,2)•the volatility affects'i the entire or industry, not just the particular successful Bidders source Of supply; 3) the effect on priCing,or availability of,supply is substantial, and 4)the volatility'to affects the successful Bidders that Coritini:ied.performance Of the Contract would result in,an excesSive.orunreaSoriable,substantial loss or financial hardship to the•Bidders, such as, for eXarnple, an event implicating insOlvency.'Or bankruptcy:,Any .adjustment would require irrefutable evidenbe and written.approval by the Director of Purchasing•ServiCeS, ,For the avoidance of.doubt, this section'does not in any-way alter or affect the allocation of risk. between:the City and the,Bidders pursuant to the POntraCt,Or Bidder's assumption of all risks• relating to.itsperfOtmaricein accorOanCe.With the POritraCt terms. d No party hereto.Shell be liable for its failure to carry 'out its obligations under the.Agreement during a period,WherysuCh,party is rendered unable, in whole.or in part,.by Force Majeure tO carry out such Obligations: The.suspension of any ate obligations under this Agreernent. clue to a,Force Majeure event shall be of no grater scope and..pO longer duration than is redUirect. The party shall use its reasonable best efforts to continue to perform its obligations, 'hereunder to the extent such obligations are not affected'or are only-partially effected by the Force Majeure event,and to correct or burp the event or cOriditiOn!exdusing performance and otherwise to remedy its inability to,perform to the.extent its:inability to perform is the direct result Of the FOrce-Majeure,event with all reasonable diSpatch,. 18.7 CORRECTIONS TO, CONTRACT DOCUMENTS If applicable. to the performance of Consultant's Services, the Consultant shall prepare; ,without added:compensation., all necessary'• supplemental documents to correct errors, omissions, and/Or' ambiguities which may exist in the • .Contract Documents prepared by Consultant including documents prepared by its subccinsultants: Compliance C with this subsection Shall not'be'Construed-to telievelhe..Consultant from:any'liability resulting from any such.errors, omissions, and/or ambiguities in the Contract Documents and other documents Or Services.telatedthereto.. 18,8. ASSIGNMENT: The ConsOltent Shall not assign,.tranSfer,or•convey this Agreement to any -.other person,firm,attObietion,or corporation, in whole or in part, without the:prior written consent of the City Commission, which,consent, if givert.at_all, shall be at the Commission's sole option and discretion However, the COnsultarit will be,permitted%to cause portions of the Services. to 'be performed bysikconsultante; Subjectto the prior Written approval'of the City Manager. 10,9 SUCCESSORS AND ASSIGNS; The Consultant and the City each binds,himself/herself, his/her partners, successors,. legal representatives and.assigns to the other partyof the Agreement and to the partners,.successors, legal representatives, .and assigns Of such party in respect to all '99 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 :Contract:No.22;A 22-_01 .covenants df this Agreement The Consultant shall afford.the City(through The.CifiCdmrniSSIOn)the opportunity to,.epprole,.or reject.:all propoSed.'eSsigneeti,:sUCoetsOrs,or.Other' changes in the ownership structure and composition of the tonSultent, Failure to do so OPnatitutesa breach'of this Agreernent thegOnSaltant., 189 ,PROVISION:OF ITEMS NECESSARY TO COMPLETE SERVICES. In 010 performance of the Services prescribed herein, it shall.beTheresOnsibifity.otthe,COnsUltant.to;proVider all salaries wages; materials, equipment, Suticonsdltants, and other purchased services, etc , as necessary to COMplete said 184' INTENTii OF AdREEtvIENT: . . 181.1.011, The intent of the:Agreement is for the Consultant to provide all necessary items for .The proper completion of the.$erV(Cels,The Consultant shall perform atlBeSIO:$erviCes; such incidental work.which may not be specifically referenced, as nedeasary,to complete the Project,. 1'8 1112 This.Agreement it;for the benefit of the parties Only and It does.not grant to a third .party beneficiary, to any person, nor does it authorize anyone .not a party.to: the Agreement to Maintain a suit.for personal injuries, professional liability, or property damage Pursuant to the terrnsor proVisions of the Agreement, 9:3 No acen1'drery payment or certificate of Or by the city,Or ite ,:erriplovees Or agents shell either.stop v the City_from asserting any rights or Operate as a waiver.of any. provisions hereof or of any power or right herein reserved;to the City or of any rights to derneges herein provided. 0.10.4 This document, incorporates and includes all prior negotiations, correspondence conversations, agreements, or understandings.applicable to,the Matters;;contained herein,, and ,the parties agree that there are no oornrnitMentt., agreements or understandings concerning the subject Matter:of this Agreement:that are not contained in:this document: Accordingly, the parties agree that no deviation kart',the terms hereof Shell' be predicated upon any prior representations or agreements whether oral or Written,'It is further agreed that no modification;.amendment or alteration in the terms or conditions,contained herein Shall,be effective unless memorialized in written document.approval and executed with the same forrnelity and cif equal dignity herewith. ERIAINDER OF THlSPAGELEFT INTENTIONALLY BLANK] DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 DocuSign Envelope ID:225CF126-B28A-4619-946D-7A2C75AA7152 Ctirltrad NO:'22-1?2,-07 IN WITNESS'WHEREOF,, the_Parties hereto have hereunto 'caused these presents to be, signed in their names by their'duly authorized officers and principalt, attested by their respective Witnesses and bit Cleck.( n the day end year fitat hereinaboveWrittert FOR CITY:, Attest CITYDF 11(11AMIBEACH: CDocuSigned by: learati f. arcuitak 44ejL— FABSBAOBFB5E4CF . — _ RAFAEL E.',GRANADa CITY CLERK 'INAT. HUDAK, CI Y MANAGER 2/8/2023 1 2:10 EST Date APPROVED AS TO FORM 4 LANGUAGE &FOR EXECUTION - t 1 )City Attorney ..t5.k.W..; Da e -- FOR CONSULTANT: STANTEC CONSULTING.SERVICES INC Signature/ Ramon Castella Print Name. Date 11/23/2022 • 31 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 -qotroctNg,-2212497- .SOHEIDULEA. CONSULTANT SERVICE.'ORDER SAMPLE ICS0). Contract# Dept.CSO# : ChangeOrcler _ _ _ Consultant: Project Title: . - - • __ Authority(Must select one). City awarded continuing contract for NF.,.-Services for,a project whose estimated cost of construction does riot exteedt4 million. _ , 'City awarded continuing contract for the study,,planfilrig activity,or other services whose costs are estimated riot to exteed.$560,000• City awarded projectrspecik contracts not subject to CCNA limitations for Continuing'contracts: oo-ep-tirtsi this CSO.Coosuiaht agrees ti3Oioe se.nriOes iititEl4nt to the,attaahed pcoloOal dad and tile tenni, condifsqie.and nites establigd thiabove-fe6ien*rootiosof beziii.en the City NO the gerisi*nt:gonsollarlt'74F4tc1P/ti:Bies that no other terms and conditions shallapplitothe work regaiOleee of Whether said ether terms and_conditions are inducted herein ot in any atlaotiraent to this csa,My deviatiorrfrorn the scope of work agreed to herein shall reAtlire a change,ordes 4ppyaved by the City Estimated calendar days.to complete the work: Total amount original C SO Total amount this Amendment $ Total amountall previous Amendments •6", _ Total Amount for Engagement '$ Account Code: Approval of New Subconsultants: It'a newsubconsultant is being arlds,d.City hlanager approval is requited. Name Amount • $ For City(Name) Signature Date- Project Actutin(required): -- Dept Director(retruired),-. Procurement -- ACM, Mt'Alinal-ludatc For Consultant(Name) Signature Date Lead Project Adrnin: Notes ay signing,the consultant.ac eddptht this'csi> not staid,and pa worseniy cc enceIflUi the City Jias issued a puir.fiae, order-for die C SO.The C shall.not beliable for.cha relsein to-a work thati not rsuant to a C" -Issued,brchase rimer, 32 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 •Contract,No.:?2-1?2-07 SHBDULE.B CONSULTANT HOU .1 ITS' - - - -- - LABOR CATEGORY HOURLY0ATE' c1-mrniClerccal • $ : `59 D9, ' !Adrninisttatorl -_ __ _ '` _ '1 oo 4 _,'' %associate_. E 27;,21f7 GAUD,;il�lanagerY _ ,63. CAUD Qpersior� y = - rCADO Techntcran _. _ : --- _'I1 =__. . G(erk Designer Dra 's,person r :: a Engineer ^ _ ' ` :S7 . . :159'24 n near Ass spa- '' n` treat $�_. 133;54:I Engineering..)stern` < :$�; '105 ;1%8 Engi eertizg Technician I_ i _5_ 8 ,Field inspector': _F $.. .. . 1'0_0 45 lrispector : $ ti100 4 , Principa. -- - =-- _` ..280 00', ;Principal Designer'_ _ r'166 i6 l?r nc pal Er giirieor. - - :_ - •1!.. 8_,45 :Prolect:'Eri sneer: Pfa�eef_Er sneer_Senior: _ _._'L,$ _ 2'19 22 Pr..o,�ecfixGeoofechnical Engineer. a .S_ m'1411;51 a Project-;11, iger - `229_S0.i Pf'oject"Manager,Senior: - - ._.: $:. ;280.00 Scientist l AssistantiSccenlrst :01 -1:04 00'.: Setiior-Assoirrate. . _ . . _ $ _ -280 00 - ( :Senior;Driller, Senior�Engineer__._: '$--- 4Senior:Field;•Coordinator Sehio.r.Geotechrlieal l=ngineet- - -.'$' .Senior.Principal"Dasigner__- . - - $ --- :187190'i soinfof Principal Engrrieer _ __ :$. .. Seritor'Pnncipal Scientist_ : _. • : .-193 8'1 ;Staff Geotechnical'Engieer • $; 106:36 . 7040 :Surrey piesignatrrig'Oro*, Member. Survey yAC;:Creiji Met bar` Surveyor &.Mapper $` 134 49 •TO '_$. -:_ 81.µ04._,, Vice P�esiderit - • :$ 33. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 •CptIttOct No 2-122-07 • SCHEDULE APPROVED:SUBCCiNSOL,TANtt • 1, SNU,Oqs*dpfNsuLTINd:INq 2 MEDIA RELATION .GRQUO;,LLC, LONGITUDE SURVEYORS 110 SRV,1 L14 34 DocuSign Envelope ID:1A924BDtAD53-4645-A635-133C6AE569C6 Contract No..21:17 ScI100210 D• mp*pRovis.00 FgkOoNTROs Ca_NTRAOT FOR,:NON4FED:ERAL,ENTITY1CONTIkAQTS FFPERK14,PAR:PS: - pz ayFzp,ANTI,LOBBYINQ,AMOOMaNt CERTIFICATION pal* D3.. SUSPENSION.AN pEpARmENT cEfitiFI: ATi .FORm. 35 • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 go qtrapti40,... z. ExvllBrrbi ,• Contract Provisions for Nonfederal Entity Contracts Under Federal Awards .The following provisions shall be applicable to all work performed pursuant to the Contract and shall superSede anY'.99hfiktitig proviSiOnScOrite 410 elseWhere., A. BREACHES:AND DISPUTE RESOLUTION ,For all, purchases in •excess of the:•sitriPlified, —.- • - - _ .acquisition threshold, currently$150 000 the following provisions apply. (1) Disputes arildRemedies,-.1-.Yisputes,arising in the,performance of this Contract which are nat resolvectbylhe Contractor and the City's project manager or contractor manager,Shall be referred, in writing, to the authorized representative of the City Mayor for a decision If there is a disagreementamong the parties regarding the decision of the City Mayor's representative,., then either party may submit any„plait, counterclaim, dispute and other•matters in Ai.testiOn, between the City and the Contractor arising Out Of or relating to this Contract or its breach to el Court of competent jurisdiction within The City of Miami Beach (2) Perfortnence. Curing,Dispute Unless otherwise -,Ciiredted:by the,City, Contractor Shall continue performance under this.Contract while matters,in dispute are being,resolved, (3) Claims for Damages-,ShoUld-either party to the Contract suffer injury OrdernagetO person or property because of any act or omission of party or of any of his emplOyeeS, agents or Others,for whose acts he is legally liable, a Claim for damages,therefore:shall be made in.. writing to such other PartYy within a.reasonable time after the first observance of such injury of damage. B. TERMINATION FOR CONVENIENCE The City; at its sole discretion, reserves the right to,terminate this Contract without cause upon thirty .(pg).days written notice. Upon receipt of such.notice, the,Contractor shell not.incur any additional under this COntraot.The City shall be liable only for reasonable costs incurred by the Contractor prior tO notice of termination..The City Shall be the sOle judgeof"reasonable costs.!'' .C. DEFAULTvREMEDIES; TERMINATION FOR CAUSE The City reserves the right to terminate this Contract, in part or whole, or place the COntredor on probation, or to avail itself of all other remedies available at law and eqUity, inclusive injunctive relief and specific performance, in the event the Contractor fails to perform in accordance with the terms and conditions .stated herein. Following breach of the Contract by the Contractor, the City shall provide written notice'specifying the breach to the Contractor and advising the'Contractor that,the breach must be cured immediately or this Agreement may be terminated; by the.'City, The City. reserves the right to avail'itself of any and all'remedies available at law or at(agility, including claims for damages and injunctive. relief. The City further reserves the right to suspend or debar the, Contractor ih accordance with the appropriate 'City ordinances; resolutions and/or administrative/implementing brders..:The vendor will be notified by letter of the City!S intent to terminate if, following the initial notice of breach, the Contractor fails to timely or adequately and to the satisfaCtion,of the City cure said breach, In the event of termination for default, the City may .prOcurethe required goods and/orterviceS frOm any source and use ariymethod deemed in its best interest.All wrocurement costSshall be borne by the terminated Contractor. D. EQUAL EMPLOYMENT OPPORTUNITY (1) In connection with the performance of this Contract, the Contractor shall not discriminate against Any employee or.applicant for employment because of race, religion,•colbr, sex, age; disability, ancestry, marital Status, pregnancy, sexual ,oriehtation, veteran's status; or national origin.. The Contractor shall taRe.affirMativeeptiOn to ensure that applicants are employed, and that employees are treated. during employment without regard to their race, religion, color,, sex, age, disability,. ancestry;, marital ,statua, pregnancy, sexual orientation; vetereri!s status, or national' origin. Such DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ,Contract ' .action shall include, but�notbe=limited to,the tolioiniing employment,upgrading, prornotion,demotion; or_transfer,•recruitmentor:recruitmentadvertising,layoffor termination, rates of payor otherforms of coipensation,.and.selection for training, :including apprenticeships. Contractor further agrees. to insert a similar provision,in all subcontracts, except subcontracts for standard commercial supplies or craw'materials. The,Contraotor agrees to)poet in 'conspicuous places; available to employees applicants.for employment, notices;to.be provided;by, MDC setting forth the provisions of'this Equal' Opportunity clause:. (2),The Contractor shall in,all,solicitations or advertisements for:.ernployees'placed by pr on behalf of the'Contractor,state that all'qualified applicants.will`recejve.consideration;for:.employment without :regard-to race, color,,religion,.sex,;sexual orientation gender identity or national'origin, (3'), The Contractor will,not discharge or in any other manner` discriminate against any employee or applicant,for,ernplOyfnent because:-such employee or.applicant has inquired about,:discussed,: or disclosed the cornpensation of the-employeeor'applicant or another employee,'or applicant This provision shall.not,apply to instances in which an employee,who has.access to,the compensation 'information of other'employees or, applicants aS:a'part of'such employee's essential job functions discloses the=compensation :of such.other employees or applicants to_individuals who :do not -otherwise.have: access to.,such 'information„unless such disclosure, is'in response.to as format .complaint or charge,.in furtherance of an investigation,.proceeding, ,hearing,or action including an investigatiion'conducted by, the•.employer, or is:.consistent with the Contractor's:legal duty to furnish information',. (4). The Cohtractor will send'to each labor union or representative of workers:with.which her has=a collective bargaining agreement or other-contractor understanding,•a notice.to.:be•provided:advising- the:said labor union:or workers' representatives of the.Contractor's commitments under'this:section, and shall'post:copies of the notice:in.conspicuous places'available to employees and:applicants for' employment. (5):• The Contractor will comply'with`all.provisions of Executive Order 11246-of SeigenIber.24, 1965, and of the,rules, regulations,and,relevant orders of the.Secretary of Labor: M. The'Contractor will furnish'all,'information-and'reports.'required by Executive Order 11246 of September 24, 1965; and by rules, regulations,-,and orders:of the.Secretary. of Labor,or pursuant thereto,and will permit access.to:his books,.records,:and accounts byte administering agency-and- the'Secretary of .Labor for purposes of investigation to: ascertain. compliance with such rules, regulations, and:.orders; (7) in the event of the Contractor's noncompliance with the Equal Opportunity clauses of this Contract. Or,with any•of the said, rules, regulations,.or-orders, this.tontract maybe.oatiOeleO, terminated, or suspended in whole or in part andthe Contractor may be declared ineligible for further government contracts,or federally assisted construction contracts in accordance with procedures..authorized.in Executive Order 11246 of September 24, 1965, and' such..other:sanctions may be imposed and remedies invoked as provided in Executive,Order 11246- of September 24, -1965, or by_rule, regulation,'or order of the,Secretary of Labor, or•as otherwise provided by law: (8)• The:Contractor will include the:provisions of this.Equal:Opportunity clause.itt every subcontract or,purchase order unless exempted by rules, regulation's,'or orders of the Secretary of Labor issued pursuant to-section 204 of Executive Order 11246 of September 24,:1965, so that such 'provisions' will be binding upon each of Contractor's vendors and subcontractors. The Contractor'will take.such action.with respect to any subcontractor purchase order as the City may direct .aa a means of enforcing such provisions, including sanctions fornoncompliance: .37 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 .Contract Nq:,22.122-07 E. DAVIS BACON ACT, AS AMENDED; (40 U S C: § 3141 3148) and COPELAND "ANTJ- ,KICKBACK"ACT.(18.U,SC§4Q U..S.0 3145) The Davis-Bacon Act and the.Copeland Anti=Kickback :Act.only":apply to the"emergency Managernent,,Preperedness,Grant Program, Homeland Security Grant Program, Nonprofit Security/Grant Program, Tribal‘Homeland.Security Grant Program,`Port ,"Security.Grant Program,and Transit.Secutity•Grant Program They do notapply toother FEMA:grant and, cooperative agreement."programs, including, the Public Assistance Program: Accordingly, if applicable•to this,Contract .(1')All prime construction contracts inexcess•of.$2;000awarded:by,non-Federal entities.must:include a;provision for,compliance,with the'Davis=Bacon Act (40. 11 s C, §§.$141 3144, and 3146-3148)as supplemented by'Department of Labor regulations (29 CFR Part 5p'iabor Standards Provisions Applicable to Contracts.Covering Federally Financed and Assisted Construction"): •a) Inaccordance with•:the statute_, and if applicable, the Contractor.must pay all laborers and' ,mechanics employed orvorking upon the site'of the work, unconditionally;and not less often than once a week, and'without subsequent deduction or rebate on any.account.(exceptsuch ,payroll deductions as are Permitted by regulations issued by the Secretary of Labor pursuant .to:29 CFR part•3),;thefull amount of wages and.bona"fide fringe benefits(or cash equivalents thereof)at rates not less than the'prevailing.wages-specifiedin a Wage,determination Made: by, the'Secretary of Labor:, In.additions..contractors must be,required`to_pay,'wages not less than once a week:The,city will attach-a copy:of the'-current prevailing,wage determination issued.by,the Department of Labor"to'this form, t ). •Contributions-made or costs reasonably,anticipated for bona fide.fringe benefits under Section 1,(b)(2):of the Davis-Bacon Act,.on behalf of laborers or mechanics:are',considered wages paid to such laborers or mechaniccs,,subject'to.the:provisions of paragraph(a)(1)(iv)of 29=CPR§5:5;.also, regularcontributions made or costs.incurredfor:more:thana:weekly;period (but not lest often than quarterly) wider plans, funds,,or programs which,cover'the particular weekly peri'od,:are.deemed to be constructively made;or•incurred during'such weekly period, Such laborers and:mechanics shall be paid the appropriate:"wage.rate and'fringe benefits on the wage determination'for the classification of work actually,performed,withoutregard to skill,. except as provided in 29 CFR§5,5(a)(4 c) Laborers or mechanics performing work in. more: than 'one. classification may. be compensated at the rate.specified,for each classifieation.for the.:time actually worked therein: Provided; "that the:employer's .pay"rollrecords accurately Set forth the time spent in, each classification in:which work:is,,performed; The wage.determination;(including any additional classification and wag e:rates conformed under paragraph (a)(1)(fi),of'29,CFR§$.5)and the Davis—Bacon poster ,(W147-1321')•shall be posted .at: all times by the Contractor and its subcontractors•at the,site of the work in a prominent and accessible place where it:can be easiIyseen by the'workers:. (2)The Contractor shall'comply with. 1.8"U.S.'.0 §874, 4Q lT S.C::§3145,and,the..requirements of 29 'G:F:R.pt.3.a"s may be applicable;which are'incorporated;by reference into'this.Contract. ,Contractors'and Subcontractors'are prohibited from:inducing;by any means, any.person employed in the construction, completion,;or repair"of public Work,-to give up any part of the compensation to which he or"she'is otherwise entitled:,The.Contractoror subcontractor"shall insert in any subcontracts the clause in these,subparagraphs(G)(1)and(2),1 and also a,clause requiring the subcontractors to. 'include this clause in any, lower,tier subcontracts. The Contractor. shall be responsible for the compliance by any subcontractor or lower tier subcontractor with this clause..A breach of this clause may be grounds for termination of the Contract;-and for debarment as a contractor and-subcontractor as'provided in 29 0,R.'§.5.12; .38 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Contract,tNO:22-122:07 F: :PON-TRACT WORK HOURS AND SAFETY'STANDARDS ACT OF 1962, 40:U'.S.C.;§§ 3702 :AND 3704 If applicable, ttie Contractor and all Of its subcontractors,shall.complywith the Contract.Work Hours. ,and Safety Stan.dards.,Act of, 1'962, 40 U;S C, §§ 3702 and,:3704 'requiring that•mechanics,and laborers (including watchmen arid guards) employed on federally assisted contracts be,paid wages nof,not less}than one and one-halftimes theirbasic wage ratesfor,alr hours:worked in excess of•forty hours in a'workweek: In the event of any,violation of the preceding clause; the Contractor and any subcontractor responsible therefor shall be liable forthe unpaid wages' in.addition, the.,•:Contractor -and subcontractor'shall be liable'to=the City for liquidated damages: Such liquidated dan ages'Shall ;be computed with respect to each'individual laborer or'mechanic, including watchmenvand'guards, employed in violation of the clause set forth'here►n1 in`the-sum:of$10 for each calendar,day'on which such individual,.was required or permitted to work in.excess:of the;standard,workweek.of:forty hours without payment of the overtime wages_required:,The l ity Shell upon;its own action or upon written, request of an authorizedOf an.authOOed representative of the Department of Labor:withhold'or cause to b:e.withheld, from any moneys payable on account of.work,performed by the contractor or subcontractor under :any'such contractor,any other Federal contract with the,same:prime contractor,or ahy other federally assisted contract subject to the;Contract Work Hours and'Safety Standards,Act, which is held by the_ 'same prime contractor, such sums.`as may be determined be necessary'to.satisfy any liabilities of such contractor or subcontractor•for. unpaid wages and liquidated damages as provided herein: The Contractor or:subcontractor Shalt insert irir any;subcontracts:this 'Clause'Set forth,In subsection (F) herein also:a clause requiring the subcontractors'to include this clause'inany lower:tier subcontracts. The prime, contractor .shall ,be responsible for compliance 'by any sub:Contractor Cr '.lower '.tier .subcontractor-with,the'clauses set•forth:in herein:. G.'RIGHTS-'TO'INVENTIONS MADE UNDER A,CONTRACT ORAWARD, If the Fed.eral;award,meets the definition of".funding,agreement" under 37 CFR §401:2 (a)and the City wishes to enter into a contractvith;a small business..firm or nonprofit organization,regarding the substitution'of parties,assignment or performance of'experimental, developmental,,or research work ,under that."funding agreement," the.City must comply,with the requirements of 3T CFR Part 401, 'Rights to Inventions Made by Nonprofit:Organizations and Small Business Firms Under Government_ Grants, Contracts-and Cooperative Agreements'',-and.any;implementing regulations issued,by the awarding agency:. H. THE CLEAN AIR.ACT OF 1955; as amended,.,42 U.SC:_.§§7401'-7671q and the FEDERAL WATER POLLUTION CONTROL ACT,as,amended,,33 U'.S.0 §§1251- 1387. (1). The Contractor agrees ,to.comply with ,all: applicable standards, orders or regulations issued:pursuant to the Clean Air Act,..as amended, 42 U SC. § 7401 et seq,.:end Issued:pursuant to,the Federal Water Pollution.Control:Act,:as amended, 33 USC§1251 et.set!: (2) The Contractor agrees,to report each violation to the City and understands and agrees.that,the City will, in turn,report each`Violation as,required Ito assure,notification to the, City, Federal Emergency Management .Agency, and the appropriate Environmentall'Protection Agency Regional Office. (3); The Contractor agrees to ;include these requirements in each, subcontract. exceeding $150,000,financed in whole.or in part with.Federal assistance provided by FEMA. I.ENERGY CONSERVATION. Contractor, agrees to :comply with mandatory standards and policies relating to energy efficiency which are,contained in the"State energy conservation plan issued in compliance 'With,the;Energy Policy and Conservation Act(42 U.S.C.Section 6321 et seq.)and:(42 U.S.C. 6201) 3.9 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Colltratt,k2g1 .07' 3. cERTijmcArtioN REGARDING DEBARMENT,: • •SUSFENS11064 INELIGIBILITY ,AND VOLUNTARTEXCLUSION. . . . (1):This Contract is 0-COVered ArariSecition for,purposes of 2 C F R pt.:480 and 2 ' $000 As such,the Contractor is required to verify that none of the Contractor, its principals (defined'at 2 a F.R.:§.180...995);.Or itS-affi Hates.(defined at 2 a FR.:§,180.605).a re excluded (defined at 2 C FR § 180,9412) or disqualified (defined-:at.2 C F R § 180 936.).- The Contractor must comply With,2 C:F.ft.:'pt. 180,,subpart:C.and 2,CY.F.3„pt 3000`,..SOloPert.C- and must include a requirement to comply with these.regulations in any lower tier covered. transaction it ehtersinto, This certification IS a material representation of fad relied upon' •;by the City.:If it is later determined that the Contractor did not with 2 C.F R pt. 180i, Subpart iCand.2 C F R pt 3000,SubpartC,10..additionV remedies available to the City, the Federal Government:may pursue available ;rernedies„tihcluding 'but not limited to, $oponpiorl,a0/ortlqbarrivot. The Contractor agrees to comply with the requirements of subpart,C.and,2,..aF.R„,pt..30004 subpart C,andi Shell include 40.tdvitior) req lining such•Complier:0'in itSIOWer tier'covered trail-000s. (2):By-signing and submitting this form,the Contractor shall alsO,eXecilteand provide the City with,.and require all lower tiered contractors to also execute, the certification set out in 'ileertificatiorr Regarding Debarment; •Suspension, Ineligibility and Voluntary Exclusion Lower tier Covered Transaction"attached.hereto The Contractor shall require all.loWertier Participants to agree that they: a: shalt:not:Knowingly enter into any lower tier,Covered transactibh,with.a person Who.is debarred, declared ineligible or voluntarily excluded fromparticipatiOn in this covered transaction, unleSs authorized in writing by the City; and :if. they will linclude this clause titled "Certification Regarding Debarment, Suspension, ineligibility arid Voluntary' OtOliisiori", and the ,certification forrri, without modification; in all lower tier •covered 'transactions and in all solicitations for lower tier covered transactions,„ The Contractor may rely upon a•certification Of .a prospective 'participant in a lower tier covered transaction that it is not debarred;suspended;ineligible, 'or voluntarily excluded from the covered transaction, unless it Knows that the certification is erroneous.The Contractor may decide the method and'frewerlylV.which it determines the eligibility of its principalS.,The Contractor may,.but is not required to check the:Non- procurement List ispuedbyrt18: General Service Administration, Nothing.contained in the foregoing shall be construed'to require establishment of system of records in-order to render in good faith the certification Tequired by this claUse;The;knowledge and information Of the.Contractor and any other'participant is not required 40 exceed that whiCh.is,normally possessed by a'prudent perSon in.the ordinarycourse of bUsinees dealingS. If the.Contractor or any other lower tier p'articipantin a covered:tranSaction kr.lowingly enters intO a lower tier Covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this,transaction, in addition to all remedies available to the Federal •Government, the-City May puttueavailable TernediesinCluding:SuSpensionaridtor debarment. K. BYRD ANTI-LOBBYING CERTIFICATION,AND,DISCLOSURE STATEMENTS;• Contractors who apply or for or have received an award of$100,000 or more shall required certification: Each tier certifies to the tier above that it Will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an Older'or employee.of any agency,'a Member of Congress, officer-p(empioyee of Congress;or an employee of a-itnembet Of congress in connection with obtaining any Federal contract,grant,or any other award covered by 31 U,S,C. §13p2. Each tier Shall;also disclose any lobbying with non-Federal funds that takes place in connection with.obtaining,any Federal award Such disclosures.are fOrWarded from tier toter up to the redolent 40 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 •;.. Contract No. 1.,.!1-.Cecycii4EOP.ficiatiCtSMEOPYOREli. MATERIALS. • , The Contractor agrees to comply with all the requirements of Section 6002.',6f,thd,-§64P.WaStdDisposal Act, as amended by the Resource Conservation and Recovery Act (42 U S C § 6962), including kipt hiAlittiitqa19i•lhq:yq9qtatOrYikOiiiore•of 40,OFR7.:Prt247,.;Abo'.a.),cgclAiiie•!!:)Opr12074,,- ao':•titto .api5fylo'fftelpfOOL#010ritof the items designated in Subpart B of 46:',CFIR;004247Awooad:, and/or oeNioitobO;PurOtt4004,ap'-'a fd$1:407,illy•owofamutorihiContract shall be in accordance with all applicablesgovernmental standards, including, but not limited toIhosd„,:i $1,4.0*'.04 the 060ati6iii•UdAt:00.itidattn. the National Institute of$01'0(y.•,Hazards•• ,(1110S )i.4h01fio National kih011ii*.thetdsgobsO11 'Contractor and vàndors to be eedoloily:jriforilled,to',60,hforiti to any thang-ao:in'!*fandai:dkiSsiiad4'Ar 40.yit.0§6100q4g0:00)0thdt:600filmth0:0Otti600(tieO(-,te0104$:•00.1100:01040,thi$,.. 00OOtiOryv,Iiiring: the term 0:any-.*tra6t-ra'soitir4 from riA,!_tt44611biration., Contract, the ,Q.O0oottit7, shall make maximum use Of;prod.t1ots. containing recovered are 5.174-,. 400Ated,jtort*.grOoo,the:product cannot 0o'00(101ret (1) Competitively within a iidlprOviijirg;:t6(00.01)00 '.Wilki-.Ifieiorltiadtiperforrha 1'166' •._.• schedule; • • (gyKotit-ta oi,(0):At a reasonable price. thf9rrratior(abOut,lpwre)ziuirdnient,,Ofong.wilh,11)61114,0" pktfoignatdo items, is available at EPA's. Comprehensive. ',Procurement ,,puidorioo., Nob., 0010/***:10.'plag6t/Wilikpg0106:iii- ,!.66•Oligfoton(kOrnPC0.40.1104F,00.Pt0:61entigMOlfri:07 'program":900 , . _ . ,cONTFiAPTING, WITH :SMALL, M411,..miNORITY...511.S.INg4S-,.,.-WOMEN!s !BUSINESS ENTERPRISES, AND LABOR SURPLUS, . .F1114%, CF.R. it 2002104, Pursuant to C F R 200 321 (g),the City will take glInepot.g*:affift400 Od0.160$tifeth,O.ritjristiity, •Aotine440k':iitki000:ibusji108&e"tifOrOtiO0t.'ailii1aliOr:, firitikark,k;Saitwtindri..possiota:. Affirinaqvadps'ftipstinclood-;,. PIacing qualified small and business enterprises olloitatiortOtk. ,(2)Asiiiting',thatsmall and minority businesses *iign 00$ !).tAsit:100•etifefffw1:§.0-g..6001iolted. _ , sivhdoevarthey:are.,"potdntrai 3) Dividing total requirements,:Whan economically feasible, into:smalldr..toksr quantities.to permit itiViitnutti,,;,pa,ttipOtion, büinesses, and 1,0061,00..4..3*irto0-0: ,:p6torpri$tm. _ . . -:deliverys .:S611#00ida.; where the r00.016triOq, permits, which encourage voiltOifigtion by small and rninOnty businesses, and tritarprisds-,,(5) f Using the services arid asitanë,. as appropriate, of suh organizations as trt0; Small - Ot4inoji.•Adiii010:tatiO•.4t4 the.killrultitk:011,§1010.§§;,,00VetoOtpreht Agency ofthe Deparmert of Commerce; an . . . (6) ,!gpcipliirlq#10,-prit(*.contmoitot;if$000tratts.ar4Ad'140•Iet„itittkotit'Aftirrtio0e-gt00•listed jkpatagtaohs,-.04 throggtv(0;000,0;, • — . . . . ‘,N,..Accg8s:‘To:REco004:.In.addftion,i-Ond!•otOviolonq,dont-kndaiin'the:•'0Onita'Ot,'fhe:following. . .• • : • apcksstotrkoords requirements apply to this Contract: (1)Thp Contractor:0000 .•to provide the City, the FEMA Administrator,0i0.-000101tolter;•0001,01 ofthe!.uoit6ej.Statorsyor,ariy0,thotr.,4iithbtlieo,,tepte$:00*iog--goc'eslo ariy,.boolck:clookilantS, papers,and records of ttio•CotiltoctOrmkiipti.•ore directly, to fOrthd‘porkisds. of malcing'audits, examinations,dx6prot-s, and transcription 2) The Contractor agrees.to permit any Of the foregoing'partoo:.'16,:rdpirocitiod.by.any moos.. :Iptiat§6-dvdtor to copy excerpts and transcriptions as reasonably needed. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Contract (3). The'COntractOtapreeS to provide the FEIV1A;AdenlitiStratPr or..hit.outheriedj,repeober_itotiyes access to construction,Crr:dther'work sites pertaining to the.iNokCeing. completed under the :coritrept: . „ d:pROGRAM,'FRAUD,'AND FALSE OF FRAUDULENT'STATEMENTS OF RELATED ACTS The, , Contractor hereby acknowledges that al U S C Chap:38(Administrative.riemeclieofqr:Fale Claims and Staten:100),applies to;the Co ØtionspèrtainingtO the Contract . . .DHS SEAL,LOGO,AND FLAGS;The,Contractorshall not use logos, crests, or teprOductions-of flag S.Or likenesses,ofDHS agency officials withot)t specifi-d FEMA:pre:aPprOValL 0.,COMPLIANCE WITH:FEDERAL...LAW, REGULATIONS;AND EsECUTIVE:ORVERS.This acknowledgement that FEMAtinancial astistanCemaybe used to fund all or a portion of the Contract, The ContractQr'Will comply with all applicable Federal law, regulations, executive orders, FEMA policjet.ptpcedp:res,and directives.! il.,'NO OBLIGATION BY. FEDERAL.GOVERNMENT The Federal,Government is not a party.to this COntratt,and it not subject to any'obligations or liabilities to the nOn-Federal,entity, Contractor, or any.other party pertaining to,any-Matter resulting: -frOm the.0o-rib-act: •S.:dHANE.S. The Contract maybe triOClified,by.intitual'Content/in writing through the issuance of arriOdification to the Contract T. INDEMNIFICATION For any work.performed on Federally funded projectS,. the Contractor agrees to indemnify and tiold. *harmless the Federal,Government,, its employees and/or Coritradtors, the County, it eniptOes. and/or contractors, and the City and itSemployees,and/or contractors from liability to third partiee for. ,clOitis.ossetied, rider the contract. U.;E-VERIFY. The 'Contractor:Shall utilize the Department of Homeland Security's,&Verify systern.to verify the employment eligibility Of all new employees hired by the Contractor during the term of the Contract and Shall exprestly,require any.Subcontractors performing work or providing services pursuant to the Contract to likewise utilize the 0...S..:Department of Homeland..SecuritY'S.:E, Verify system to'verify the employment eligibilityof all new employees hired'by the vetibootitrectOr during the.Contract term.; . . v, BOND REQUIREMENTS (2 CFR g200:325)..NotWithatapdirig Florida, law or City practice, at minimum for construction or facility improvement Contracts' or subcontracts- exceeding the Simplified Acquisition Threshold (tigrently,P5Oioop), the folloting'reqpirernents,:m0St be met: *A. .A bid guarantee from each bidder equivalent to five percent(Vit) of the bid pripe.The"bid guarantee" mtist consist Ofa firm commitment such as a bid bond„certified:cheCki or other negotiable' instrument .accompanying a .bid ,as assurance that the. bidder will, upon. acceptance-Of the bid;-ocecilte.such contractual documents',as may be required within the time .B. A performance bond,on the part.of the contractor for 100,percent of the contract price. C.. A paYrnent bond on the part of the contractor fOr 109 pOcellit ofthe COntra.ci.price, 42 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 contract Na;"22422-.67 ;EXHIBIT D2 BYRD ANTI-LOBBYING AMENDMENT CERTIFICATION FORM, APPENDIX A,444.C.F:R.,'PART 18—'CERTIFICATION.REGARDING,LOBBYIINGCertification:for " Contracts; Grants,:Loans,.and piooperatiyeAgreeinents- •Tire,cont.:40W certifies, tO.the:,beet of,his of her,knowledge; 1..,No Federal appropriatett funds have been paid.or will be paid!,by or•on behalf of the Contractor,'to any person for-influencing or,etterripting to:influence en officer or,•employee'of an agency;;a:Member of Congress, an officer or employee of Congress, or en employee of a :Member-of Congress:in 'connecfton With the•awarding of:anyFederal contract, the making:of any Pederal'•grant,.the making of any Federal loan,the entering into of any cooperative agreement,.and.the:extension,continuation, irenewal,:amendment,,or.modifcation,of any Federal,contract,.grant, ioan,.or.c'bopetative agreement. 2: If any funds other than Federal appropriiatedfundshave been paid or will,be.paid k•any•person'for. influencing orattempting to.influence an;Officer;or employee of.any agency,.•a Member of.Congress, an officeror employee:of Congress,or an'employee of a Member.of.Congress in connection:with this Federal.contract, 'grant; loan, or Cooperative:agreement, the Contractor shall complete and;submit Standard'Form-LLL,"Disclosure.Form to Report'Lobbying(in accord:er e'with its"instructions: '3'. The contractor-shell require that the language of this Certification be included:'in, :the award :documents for ell,.subawards at all tiers (including.subcontracts, 'subgrants and ,contracts under grants;. loans; and cooperative agreements) end.that all "subrecipients'shall .celtify.and disclose. :accordingly; This .certification is a material representation of fact upon'which reliance was placed when this transaction was tirade or entered into. Submission of this•certifcation'ise prerequisite for making or entering:into this trensaction'imposed.by 31, LE S C.'§.1352(as•amendedby`the Lobbying°Disclosure Act"of 1995):Any person who fails to file the required certification shall be subject to a civil penalty'of not less than$10,000 and,not more,than"$1 OO.;000,for each,such failure. The Contractorcertifies or affirms:the truthfulness,and accuracy of each steteinentlof'its certification and disclosure, if any. In addition, the Contractor understands and agrees that the provisions of"31 IJ:S C, §3801 etseq,,,apply•to.this certification and disclosure; if any. 43. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Contract 2.. 4122-0 I EXHIBIT D3 SUSPENSION AND DEBARMENT CERTIFICATION The:b.ohtthbtoradkrIPWleittes,that ,(1)Thit Contract is a covered transaction for purposes of 2 C F R pt 180 and 2..O.P;lk,:(4,'SOQ. As such the contractor is required tp verify that none of the Contractor, its principals(defined at-2 t 180:995)i or its affiliates (defined at 2 aO.R. 1. 18090p) are excluded (defined at,2 C•FA-61:80:940)or Orsqualified (2) 'Contractor must comply with 2 C F R pt.. 1$0, subpart C and 2'd...F.R. pt. 3060,Subpari, C and must include a requirement to comply with these regulations in any lower tier covered 'tranagOtiph it eriteteinto. '(3) This certification is a rylotoeiol irepreSentatioh..Of fact relied upon by the, City It it,is later 4eterriined:that the Contractor did not comply subpart C and 2. -3000; 'subpart,C; in addition to, remedies available to the City,, the Federal Governthent.May purtUe aVailable tetrieclieS:,ihdltidlhd:bi,it:hot limited to suspension.andke,debartnent. (4)The Contractor agrees to comply with,the.requirements of 2 C.F.R. pt. 180,.subpart C,and? pt. %).00,,tirbpart Cmhileithitiofier is valid and.throughout the period of any contract that may arise:from this offer: The.Contractor further agreeS to include a proVision,requiring such COM 01 lair ce its loWer.fier'covered trantaOtionS." By virtue of fsubmitting;bid;!Oidd6r,00ilifie§:Or affittpt.-,:ite:OmplianOe with the.Suspension and' ;Debafrnent'CertifiOatiOn. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ATTACHMENT A RESOLUTION&COMMISSION AWARD MEMO DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 RESOLUTION NO. 2022-32175 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, PERTAINING TO REQUEST FOR QUALIFICATIONS NO. 2022-122-ND, FOR ENGINEERING SERVICES FOR WATER AND WASTEWATER SYSTEMS PROJECTS; AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH HAZEN AND SAWYER, P.C., THE TOP-RANKED PROPOSER, AND A & P CONSULTING TRANSPORTATION ENGINEERS CORP., THE SECOND-RANKED PROPOSER, TO SERVE AS CO-PRIMARY CONSULTANTS; FURTHER, ESTABLISHING A POOL OF PRE-QUALIFIED CONSULTANTS FOR SPECIFIC TASKS RELATING TO WATER AND WASTEWATER PROJECTS ON AN AS- NEEDED BASIS; WITH RESPECT TO THE PRE-QUALIFIED CONSULTANT POOL, AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH ARDURRA GROUP, INC., AS THE THIRD-RANKED PROPOSER; KIMLEY HORN AND ASSOCIATES, INC., AS THE FOURTH- RANKED PROPOSER; 300 ENGINEERING GROUP, P.A., AS THE FIFTH- RANKED PROPOSER; NOVA CONSULTING, AND STANTEC CONSULTING SERVICES, INC,AS THE TIED SIXTH-RANKED PROPOSERS; CHEN MOORE AND ASSOCIATES, INC., AS THE EIGHTH RANKED PROPOSER; AND AECOM TECHNICAL SERVICES,INC.,AS THE NINTH RANKED PROPOSER; AND FURTHER AUTHORIZING THE CITY MANAGER AND CITY CLERK TO EXECUTE AN AGREEMENT UPON CONCLUSION OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION. WHEREAS, on January 20, 2022, the Mayor and City Commission authorized the issuance of Request for Qualifications (RFQ) 2022-122-ND for Engineering Services for Water and Wastewater Systems Projects; and • WHEREAS, on January 28, 2022, the RFQ 2021-3122-ND for Engineering Services for Water and Wastewater Systems Projects(the"RFQ")was issued;and WHEREAS,a voluntary pre-proposal meeting was held on February 10, 2022; and WHEREAS,on March 25, 2022, the City received a total of 19 proposals;and WHEREAS, on February 24, 2022,the City Manager, via Letter to Commission No. 073- 2022, appointed an Evaluation Committee consisting of t: Mariana Evora, Assistant Director of Infrastructure, Public Works Department; Giancarlo Pena, Assistant City Engineer, Public Works Department;and Luis Soto,Senior Principal Engineer,Public Works Department; and WHEREAS, the Evaluation Committee convened on April 11, 2021, to review and score the proposals; and WHEREAS, the Evaluation Committee received an overview of the project, information relative to the City's Cone of Silence Ordinance and the Government Sunshine Law. general information on the scope of services and a copy of each proposal;and WHEREAS, the Evaluation Committee was instructed to score and.rank each proposal pursuant to the evaluation criteria established in the RFQ; and Page 32 of 1232 • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 • WHEREAS, the Evaluation Committee process resulted in the ranking of proposers as follows: Hazen and Sawyer, P.C., as the top-ranked proposer; A& P Consulting Transportation • Engineers Corp., as the second-ranked proposer; Ardurra Group, Inc., as the third-ranked proposer; Kimley-Horn and Associates, Inc., as the fourth-ranked proposer; 300 Engineering Group, P.A.,as the fifth-ranked proposer; Nova Consulting and Stantec Consulting Services, Inc., as the tied sixth-ranked proposers; Chen Moore and Associates, Inc., as the eighth-ranked proposer, .and AECOM Technical Services, Inc., as the ninth-ranked proposer;and WHEREAS, after reviewing all of the submissions and the Evaluation Committee's rankings and analysis,the City Manager concurs with the Evaluation Committee and recommends that the Mayor and City Commission authorize the Administration to enter into negotiations with Hazen and Sawyer, P.C., the top-ranked proposer, and A & P Consulting Transportation Engineers Corp.; as the second-ranked proposer, to serve as co-primary consultants; further, establishing a pool of pre-qualified consultants for specific tasks relating to water and wastewater projects,on an as-needed basis,and with respect to the pre-qualified consultant pool,authorizing the Administration to enter into negotiations with Ardurra Group, Inc., as the third-ranked proposer; Kimley-Horn and Associates, Inc., as the fourth-ranked proposer; 300 Engineering Group, P.A., as the fifth-ranked proposer; Nova Consulting, and Stantec Consulting Services, Inc., as the tied sixth-ranked proposers; Chen Moore and Associates, Inc., as the eight-ranked proposer; and AECOM Technical Services, Inc., as the ninth-ranked proposer; and further authorizing the City Manager and City Clerk to execute an agreement upon conclusion of successful negotiations by the Administration. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept the recommendation of the City Manager, pursuant to Request For Qualifications No. 2022-122-ND for Engineering Services for Water.and Wastewater Systems Projects,authorize the Administration to enter into negotiations with Hazen and Sawyer, P.C.,the top-ranked proposer, and A & P Consulting Transportation Engineers Corp.; as the second- ranked proposer, to serve as co-primary consultants; further, establish a pool of pre-qualified consultants for specific tasks relating to water and wastewater projects, on an as-needed basis; with respect to the pre-qualified consultant pool, authorize the Administration to enter into negotiations with Ardurra Group, Inc.,as the third-ranked proposer; Kimley-Hom and Associates, Inc., as the fourth-ranked proposer; 300 Engineering.Group, P.A., as the fifth-ranked proposer; Nova Consulting,and Stantec Consulting Services,Inc.,as the tied sixth-ranked proposers; Chen Moore and Associates,Inc.,as the eighth-ranked proposer;and AECOM Technical Services, Inc., as the ninth-ranked proposer; and further authorize the City Manager and City Clerk to execute an agreement upon conclusion of successful negotiations by the Administration and•the City Attomey's Office. PASSED AND ADOPTED this 426'1- day of XI". 2022. ATTESTr:7/ . JUN 2 3 2012+ / 2-7 -11---,_ - RAFAEL E.GRANADO, CITY CLERK DAN GELBER, MAYOR • APPROVED AS TO Iss m� FORM&LANGUAGET �,, f��da �� City Attorney ei r pate IIiCOR OP.ATE,41,.... 1t1++ ?-:• Page 33 of 1232 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Competitive Bid Reports-C2 A MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Alina T. Hudak, City Manager DATE: June 22,2022 SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY • OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, PERTAINING TO REQUEST FOR QUALIFICATIONS NO. 2022-122-ND, FOR ENGINEERING SERVICES FOR WATER AND WASTEWATER SYSTEMS PROJECTS; AUTHORIZING • THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH HAZEN AND SAWYER, P.C., THE TOP-RANKED PROPOSER,AND A& P CONSULTING TRANSPORTATION ENGINEERS CORP., THE SECOND-RANKED PROPOSER, TO SERVE AS CO-PRIMARY CONSULTANTS; FURTHER, ESTABLISHING A POOL OF PRE-QUALIFIED CONSULTANTS FOR SPECIFIC TASKS RELATING TO WATER AND WASTEWATER PROJECTS ON AN AS NEEDED BASIS; WITH RESPECT TO THE PRE- QUALIFIED CONSULTANT POOL,AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH ARDURRA GROUP, INC.,AS THE THIRD-RANKED PROPOSER; KI MLEY HORN AND ASSOCIATES, INC.,AS THE FOURTH-RANKED PROPOSER; 300 ENGINEERING GROUP, P.A.,AS THE FIFTH RANKED PROPOSER; NOVA CONSULTING, AND STANTEC CONSULTING SERVICES, INC, AS THE TIED SIXTH-RANKED PROPOSERS; CHEN MOORE AND ASSOCIATES, INC., AS THE EIGHTH RANKED PROPOSER; AND AECOM TECHNICAL SERVICES, INC., AS THE NINTH RANKED PROPOSER; AND FURTHER AUTHORIZING THE CITY MANAGER AND CITY CLERK TO EXECUTE AN AGREEMENT UPON CONCLUSION OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION. RECOMMENDATION It is recommended that the Mayor and City Commission approve the Resolution authorizing the Administration to enter into negotiations with Hazen and Sawyer, P.C. and A & P Consulting Transportation Engineers Corp.,the first-and second-ranked firms,respectively,to serve as co- primary consultants for engineering services required for water and wastewater projects. Additionally,the Resolution authorizes the Administration to negotiate with the following firms to establish a pool of prequalified consultants, pursuant to Section 287.055, Florida Statutes, for limited engagements or specific tasks: Ardurra Group, Inc., as the third-ranked proposer, Page 27 of 1232 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Kimley-Hom and Associates, Inc.,as the fourth-ranked proposer;300 Engineering Group, P.A., as the fifth-ranked proposer; Nova Consulting, and Stantec Consulting Services, Inc., as the tied sixth-ranked proposers; Chen Moore and Associates, Inc., as the eighth-ranked proposer; and AECOM Technical Services, Inc.,as the ninth-ranked proposer. This solicitation is currently under the cone of silence. BACKGROUND/HISTORY Many of the City's infrastructure assets are near or past their useful life.A comprehensive review of the water and wastewater infrastructure was performed in 2019, which resulted in the Water and Sewer System Master Plan(through 2045)for addressing the necessary improvements. In' 2020,the City's 5-year Water and Sewer Capital Improvement Plan was approved to address the most critical infrastructure needs. The projects covered by the 5-year Capital Improvement Plan (CI P) include but are not limited to: sewer pump stations renewal and replacement(R&R), water booster stations R&R and new construction, gravity main inflow, and infiltration, and water main and force main replacements or improvements:Overall., the capital improvement plan intends to provide a roadmap to implement improvements for a more resilient, robust, and future-proofed water and wastewater infrastructure. • ANALYSIS On January 20, 2022,the Mayor and City Commission authorized the issuance of Request for Qualifications (RFQ) 2022-122-ND for Engineering Services for Water and Wastewater Systems Projects. On January 28, 2022, the RFQ was issued. A voluntary pre-proposal conference to provide information to proposers submitting a response was held on February 10, 2022. The Department issued bid notes to 17,980 companies through the e-procurement system, with 138 prospective bidders accessing the advertised solicitation. RFQ responses were due and received on March 25, 2022. The City received a total of 19 proposals from the following firms: • 300 Engineering Group, P.A. • A&P Consulting Transportation Engineers Corp. • AECOM Technical Services, Inc. • Ardurra Group, Inc. • • Black&Veatch Corporation • Calvin, Giordano&Associate, Inc. • CPH Inc. • EXP U.S.Services, Inc. • Gannett Fleming, Inc. • Hazen and Sawyer, P.C. • HDR Engineering, Inc. • Kimley-Hom and Associates, Inc. • Milian,Swain&Associates, Inc. • Nova Consulting, Inc. • SRS Engineering, Inc. • Stantec Consulting Services, Inc. • Tetra Tech; Inc. • • WSP USA, Inc. On February 24, 2022, the City Manager appointed the Evaluation Committee via LTC # 073- Page 28 of 1232 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 2022. The Evaluation Committee convened on April 11, 2022, to consider the proposals received. The Committee was comprised of Mariana Evora,Assistant Director of Infrastructure, Public Works Department; Giancarlo Pena,Assistant City Engineer, Public Works Department; and_Luis Soto,Senior Principal Engineer, Public Works Department. The Committee was provided an overview of the project and information relative to the City's Cone of Silence Ordinance and the Government Sunshine Law. The Committee was also provided with general information on the scope of services and a copy of each proposal. The Committee was instructed to score and rank each proposal pursuant to the evaluation criteria established in the RFQ. The evaluation process resulted in the ranking of proposers as indicated in Attachment A. . Currently, the estimate of projects to be implemented through 2027 is approximately $230 million. Because of the significant amount of work to be implemented,staff believes it is prudent to award more than one primary firm. Therefore, staff recommends awarding the first- and second-ranked firms, Hazen and Sawyer, P.C. and A& P Consulting Transportation Engineers Corp., respectively, as co-primaries. Projects awarded to the co-primaries are not limited to the • limits established in Section 287.055(2)(g), Florida Statutes; however, projects that exceed the thresholds established in the statute shall require prior City Commission approval. • • Further, to assist with smaller projects or tasks which likely will be required, staff also recommends establishing a pool of firms to whom projects can be awarded pursuant to the limits established in Section 287.055(2)(g), Florida Statutes.Task orders for projects that exceed the limits established in • the referenced statute shall not be allowed. Task orders for projects awarded pursuant to the pool may be approved by the City Manager or designee in accordance with City policy. A summary of each firm is available upon request. SUPPORTING SURVEY DATA N/A FINANCIAL INFORMATION The City is working to execute the Water and Sewer 5-Year Critical Needs Plan, approved by Commission in 2020. The total Water and Sewer 5-Year Critical Needs Plan through 2027 is estimated at $230 million, and approximately $80 million worth of projects are currently underway. CONCLUSION After reviewing all of the submissions and the Evaluation Committee's rankings, I note that the Evaluation Committee has found Hazen and Sawyer, P.C. and A& P Consulting Transportation Engineers Corp.to be the top-and second-ranked firms, respectively,responding to the RFQ. For the last five years, Hazen and Sawyer has been the incumbent Prime Proposer providing the City with subject matter expertise on its water and wastewater systems projects. Hence, it is very well qualified and has demonstrated extensive experience with City projects and with projects of other agencies in the Tri-County area. Hazen and Sawyer has assembled an extensive local team of qualified professionals ready to meet the City's current and future needs.A & P Consulting Transportation Engineers Corp. is a local company with significant Page 29 of 1232 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 experience in water and sewer projects, including some completed in the City of Miami Beach. Its proposal demonstrates its ability to move projects along various phases such as planning, design, and construction. Moreover, its experience involves a diverse range of scopes of work, such as pump stations, pipelines, and emergencies. Finally,the firm has demonstrated its ability to be reliable and able to provide permitting assistance. " Further, I concur with staffs recommendation to award a contract, as co-primary firms, Hazen and Sawyer, P.C. and A& P Consulting Transportation Engineers Corp., the first and second- ranked firms, respectively. Doing so will allow the Administration to more effectively address the large number of projects requiring implementation.Additionally, I recommend the following seven (7) firms, based on the City's anticipated needs and potential volume of work, be approved to participate in the pool of prequalified consultants to assist with smaller engagements relating to water and wastewater work in accordance with Section 287.055(2)(g), Florida Statutes:Ardurra Group, Inc., Kimley--Hom and Associates, Inc., 300 Engineering Group, P.A., Nova Consulting, Stantec Consulting Services, Inc., Chen Moore and Associates, Inc., and AECOM Technical Services, Inc. Based on the foregoing, I recommend that the Mayor and- City Commission approve the • Resolution authorizing the Administration to enter into negotiations with Hazen and Sawyer, P.C., the first-ranked proposer, and A & P Consulting Transportation Engineers Corp., the second- " " ranked proposer, to serve as co-primary consultants. Further, the Resolution authorizes the • Administration to negotiate with the following firms to establish a pool of prequalified consultants for specific tasks relating to water and wastewater projects: Ardurra Group, Inc., as the third- ranked proposer, Kimley-Hom and Associates, Inc., as the fourth-ranked proposer, 300 Engineering Group, P.A., as the fifth-ranked proposer, Nova Consulting and Stantec Consulting Services, Inc.; as the tied sixth-ranked proposers, Chen Moore and Associates, Inc., as the eight-ranked proposer, and AECOM Technical Services, Inc., as the ninth-ranked proposer. Finally, the Resolution authorizes the City Manager and City Clerk to execute an agreement upon conclusion of successful negotiations by the Administration and the City Attorney's Office. Applicable Area Citywide • Is this a"Residents Right Does this item utilize G.O. to Know"item.pursuant to Bond Funds? City Code Section 2-14? No No Legislative Tracking Public Works/Procurement ATTACHMENTS: • Description o Attachment A n Resolution Page 30 of 1232 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 fluiit1flUrlijiflj: m' > Cmm� iCO io' �� = cap -0= 41 w $_ fig � pp� --� n og Po = ca -Zrto/l 53�p -1m i n D - R.-t- m § 4 ° 2aZ av oCl is ic ' P 6 P P 88'P P Nm o a 0 Z gi e D o rya o $ll g N(n es ER V Om 8 m mro o m m m ES Si m • a c I G a s a a a a P a o a CA a a a a u m a a CAon on CD CO CA U onC71 CaG71 CaCM Ca CO Ca Ca O 1 m • m t r 3 z 1 CO 0 0 o e o 0 o e o o D o 0 0 0 0 0 0 0 0 1$ O O CCn m V CVO O m CVA m N Cm71 IDD O m OO)m A m Z i _ to -4 VmA-.N Va ism mVmO mWmW N + Ranking in d � e O P fi P P P fJ P e fJ P P P 4• P Y fJ Id Y V V Co Co CO CC Co Co CO COqp CO co m(D CO CO CD CO a D To - m-4-+AD Wm mmW COO O+OW Ca V5 sE ® D a p ® I C o p Z 3 alDI(7IWOWmNNmW(n W CA CO Ca Ca Ca O C5 OS "'I 3 D o 4 0 Of 0 mm Z N W ES SS SSOO m 2?1?W COiIA W 2R 00) Ti g Er • tD m N CO V N N O O A CO,UI.4 4,UAVN N + Ranking • g so A mmm V mV V m V-IV CO V V-IV CO OD W mOA+m AO Vmm N+ AACO CD m V if S • g c m m CT W O W m CA En U I W m W m W w W W O B M I S m O� VI .( m(md cn CCD V-V+co CCDD CVJI N COm CVO.4 A CD V coNN CUO CoV Sr . g V m V O''W V A A NaD V Et mAm NW O � Ranking _ _ -lit'- cr.mNcoo 0,Ca W CW71 Nm W�O Om co CD m W a o a® E m (D cc,VmNANN+ommm CNA6f N Ranking DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 ATTACHMENT B ADDENDUM AND RFQ SOLICITATION DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 M I ANII B EACI-I Procurement Department : 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO.3 REQUEST FOR QUALIFICATIONS NO. 2022-122-ND ENGINEERING SERVICES FOR WATER AND WASTEWATER SYSTEMS PROJECTS(the"RFQ") March 16,2022 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers,or other clarifications and revisions issued by the City. The RFQ is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). The deadline for questions has passed. No further questions will be considered, and no further extensions will be made. I. RFQ DUE DATE AND TIME. The deadline for receipt of electronic submittals through Periscope S2G is extended until 3:00 p.m., Friday, March 25,2022. All proposals received and time stamped through PeriscopeS2G, prior to the proposal submittal deadline shall be accepted as timely submitted. Proposals cannot be submitted after the deadline established for receipt of proposals.Hard copy proposals or proposals received electronically,either through email or facsimile,submitted prior to or after the deadline for receipt of proposals are not acceptable and will be rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. PUBLIC BID OPENING Dial-In Instructions: • Dial the Telephone Number: +1 786-636-1480 • Enter the Conference ID No: 883 910 03# To join on your computer or mobile app Click here to join the meeting II. REVISIONS 1. Section 0300, Proposal Submittal Instructions and Format,Tab 2, Experience and Qualifications of the Firm and Team, Section 2.2 Qualifications of the Team, of the RFQ, is hereby amended as follows. (Underlined denotes added language): Provide an organizational chart of all the prime proposer's personnel and subconsultants, each team members'qualifications and the role that each team member will play in providing the services detailed herein. A resume of each individual, including education, licensure, relevant experience, and any other pertinent information,shall be included for each respondent team member to be assigned to this contract. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado(a)miamibeachfl.gov RFQ No.2022-122-ND Addendum#3 3/16/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIProcurement Department AJV\ I B E C H 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Contact: Telephone: Email: Natalia Delgado 305-673-7000 ext. 26263 nataliadelgado@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Si ,•rely,IAI' gems ' f urement Director Balance of Page Intentionally Left Blank RFQ No.2022-122-ND Addendum#3 3/16/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 I B A NII Procurement DepartmentAAAE'AC I-I 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO.2 REQUEST FOR QUALIFICATIONS NO. 2022-122-ND ENGINEERING SERVICES FOR WATER AND WASTEWATER SYSTEMS PROJECTS (the"RFQ") March 9,2022 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers,or other clarifications and revisions issued by the City. The RFQ is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). I. REVISIONS 1. Delete Section 0400,Proposal Evaluation of the RFQ,in its entirety and Replace with Revised Section 0400, Proposal Evaluation, attached hereto as Exhibit G. III. ATTACHMENTS. EXHIBIT A: Hazen and Sawyer's Contract under RFQ No. 2017-129-KB(Inclusive of Proposal) EXHIBIT B: The City of Miami Beach Water Master Plan EXHIBIT C: The City of Miami Beach Sewer Master Plan EXHIBIT D: The City of Miami Beach Renewal and Replacement(R&R) Report EXHIBIT E: LTC#073-2022 EXHIBIT F: Pre-Proposal Meeting Sign-in Sheet EXHIBIT G: Revised Section 0400, Proposal Evaluation IV. RESPONSES TO QUESTIONS RECEIVED. Q1: In Section 2.1 Qualifications of the Proposing Firm, must experience be submitted in each of the areas of expertise(a.through h.)or can a firm submit on selected areas of expertise,for instance just a.through d.? Al: Bidders are advised that the referenced areas of expertise are representative of the City's current and anticipated requirements for the awarded firm(s). Further,the majority of City projects require a mix of referenced competencies. Few, if any, projects are single expertise projects. Therefore,it is not feasible for the City to predetermine the mix of competencies that will be required by any given project, particularly future projects. Bidders are reminded that the areas of expertise requested may be satisfied by either the prime or a team member of the prime. Q2: Would you be able to send me a copy of the proposal submitted by Hazen and Sawyer for RFQ NO. 2017- 129-KB and any awarded contract with the dollar amount of awarded work? A2: Please refer to Exhibit A,Hazen and Sawyer's Proposal and Contract under RFQ No.2017-129- KB. RFQ No.2022-122-ND Addendum#2 3/9/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Procurement Department M I AM I B E .H 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Q3: Page 72, Appendix D - Please confirm that Standard Form 330 will be used for 2.1 Qualifications of the Firm and for 2.2 Qualifications of the Proposer Team. A3: The Standard Form 330 will be used for 2.1 Qualifications of the Firm and 2.2 Qualifications of the Proposer Team. Bidders are not limited to the ten(10)project maximum noted on the Standard Form 330. Q4: Page 7, Section 4—States "When requested by the City, each bidder shall arrange for Dun & Bradstreet to submit a Supplier Qualification Report(SQR). However,the next sentence states that"No proposal will be considered without receipt, by the City, of the SQR directly from Dun & Bradstreet." Is the Dun & Bradstreet SQR to be submitted with the proposal? A4: The Dun & Bradstreet SQR is not to be submitted with the proposal. If required, the City will request. Q5: Page 7, Section 5 - The section states that no goods and services shall be purchased from the state of Mississippi but the link to Resolution 2016-29375 also includes a ban on services from North Carolina. Is there a ban on services from North Carolina? A5: There is no longer a ban on travel to North Carolina nor moratorium on purchasing goods and services sourced in North Carolina. Q6: Section 2.2 requires a resume to be submitted for each individual on the team. Should this information be submitted on Section E of the SF 330? A6: Resumes are to be submitted on Section E of the SF 330. Q7: Section 2.1 requires 3 projects for each area of expertise and states bidders are not limited to the 10 project minimum as stated in the SF 330. Are we to submit the requested projects in 2.1 for A through H in Section F of the SF 330 form? A7: Submit the requested projects in 2.1 for A through H in Section F of the SF 330. Q8: Section 2.2.1 Project Experience of the Team again requires that we submit at least 3 projects relevant to each area of expertise. This suggests that we are to submit another section of projects on Section F of the 330 in addition to those provided in response to Section 2.1 (A through H). Are we to utilize Section F of the SF 330 form to submit a second set of projects for A through H listed in section 2.2? A8: Utilize Section F of the SF 330 to submit a second set of projects for A through H listed in Section 2.2.1. Q9: Are there character limits and/or space (between characters) limits for the"boxes"to be completed in the online Questionnaire form that we need to adhere to? A9: The smaller boxes (i.e. how many years in business or zip codes) have a character limit of 5- 10.The bigger boxes(i.e.for the phone numbers) have a character limit of 15.The other boxes(i.e. names and addresses) have a limit of 20-50 characters. The boxes themselves have a limit of 45 characters across and 5 rows down.This will include spaces,dashes or special characters.. RFQ No.2022-122-ND Addendum#2 3/9/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Procurement Department M I/-11 V 1 I B EAC H 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Q10: On Section 0400. Item 3, Qualitative Criteria, we noticed that 5 points for Veterans' Preferences will be awarded. Can a firm use a subconsultant to obtain the 5 points? A10: Only the prime consultant is eligible for Veteran's Preference points. Q11: Section 0300, Item 4, Electronical Proposal Format: TAB 2— Experience & Qualifications of the Firm and Team. Item 2.1 requires the submittal of at least three SF 330 firm projects for each of the areas of expertise (items a through h).•Do we need to submit a complete SF-330(all sections) under 2.1,or do you want only the project sheets (Section F of SF-330) located here? All: Submit Section F of the SF 330 in response to Tab 2,Experience and Qualifications of the Firm and Team, Section 2.1 Qualifications of Proposing Firm. Q12: Item 2.2.1 Project Experience requires us to submit relevant experience of each team member with emphasis on the specific areas of expertise (items a through h). After the requirement of staff experience, the RFQ has the same paragraph that was provided under Item 2.1 requesting firm projects. So,in addition to the Org Chart and SF 330-Resumes we are providing within this section, do we need to submit project sheets again? Al2: See response to Q8 above. Q13: I would like to receive electronic copies of the awarded firms'submittals for RFQ 2017-129-KB-Engineering Services Water Wastewater Systems. A13: Please refer to our website to find the contracts for the firms (inclusive of the proposals). Home Page Awarded Contracts(miamibeachfl.gov) Q14: Does the city want firms to include resumes for everyone on the org chart or only for key personnel? A14: Include only resumes for key personnel. Q15: If a public outreach firm has an active contract with City of Miami Beach, would they be precluded from participating as a subconsultant on this RFQ? A15: The public outreach firm is not precluded from participating as a subconsultant on this RFQ. Q16: Could you please provide a copy of the following: (a) The City of Miami Beach Water Master Plan, (b)The City of Miami Beach Sewer Master Plan,and(c)The City of Miami Beach Renewal and Replacement(R&R) Report? A16: Please refer to Exhibit B, The City of Miami Beach Water Master Plan, Exhibit C, The City of Miami Beach Sewer Master Plan,and Exhibit D,The City of Miami Beach Renewal and Replacement (R&R) Report. Q17: Can you please provide a copy of the recording of the pre-proposal meeting? A17: The recording of the pre-proposal meeting was uploaded to Periscope S2G. RFQ No.2022-122-ND Addendum#2 3/9/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 M � /� Procurement Department I /�/ V. l( BEACH 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Q18: Can you please provide the names of the members on the evaluation committee once they have been selected? A18: Please refer to Exhibit E, LTC#073-2022. Q19: In Section 2.1 Qualifications of the Proposing Firm, must experience be submitted in each of the areas of expertise(a.through h.)or can a firm submit on selected areas of expertise,for instance just a.through d.? A19: See response to Q1. Q20: Please provide a sign-in sheet for the pre-proposal meeting. A20: Please refer to Exhibit F, Pre-Proposal Meeting Sign-in Sheet. Q21: Please provide a list of firms holding the current contract that will be replaced by this RFQ selections A21: The firms with an executed agreement pursuant to RFQ No. 2017-129-KB are Hazen and Sawyer, CH2M Hill Engineers, Inc., 300 Engineering Group,P.A.,AECOM Technical Services, Inc., Ardurra Group,Inc. (formerly King Engineering Associates, Inc.),and Wade Trim,Inc. Q22: Does the City want copies of firm and key personnel's licenses/certifications included in Tab 2 of the uploaded responses? A22: Include licensure of the key personnel as part of Tab 2, Experience and Qualifications of the Firm and Team,Section 2.2 Qualifications of the Proposer Team. Q23: Can a team mark its submittal to let the city know they are only to be considered for the pool of qualified consultants? A23: Yes,a team can mark its submittal to let the City know they are only to be considered for the pool of qualified consultants. Q24: Regarding the contents of the submittal for the pool of pre-qualified consultants,would you want a full team with sub-consultants or only the submitting firms qualifications? • A24: All submittals will include the experience and qualifications of the proposing firm and the team. Q25: The RFQ states that a prime consultant will be selected along with a continuing pool of prequalified consultants. What will be the responsibility of the prime consultant versus the pool of consultants? Will there be a reporting relationship between the two? A25: Please refer to Section 0100,Instructions to Respondents and General Conditions,Section 3 Purpose, Subsection 3.1 and 3.2 for a description of the responsibility of the prime consultant versus the pool of consultants.. The prime and pool will not have a reporting relationship unless mutually agreed upon by all parties. RFQ No.2022-122-ND Addendum#2 3/9/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 M Procurement Department AIV\I B E AC H 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Q26: How many consultants is the City looking to select in the pool of consultants? A26: To be determined. Q27: The qualifications/experience requirements and evaluation criteria are very specific. How will the City evaluate/consider consultants that provide qualifications in some areas, but not all? A27: See response to Q1. Q28:Tab 2.2.1: It is our understanding that Tab 2 is people based. Should we show a minimum of 3 projects per each category for each team member? This would make our key personnel resumes 2-3 pages for each. Please clarify. A28: Proposer shall submit detailed information regarding the relevant experience and proven track record of each team member in providing the scope"of services similar as identified in this solicitation. Q29: Page 56 of the RFQ "Insurance Requirements" - Do all subconsultants have to maintain the required insurance limits provided in the RFQ? A29: The awarded Prime Proposer(s) has/have to maintain the required insurance limits provided in the RFQ. Q30:Would the City please clarify what is meant by"Change Management Plan"?Is this in reference to change orders or climate change? A30: "Change management Plan" refers to change orders, such as project scope, cost, and/or schedule changes. Q31: I would like to request the City's 5-year Water and Sanitary Sewer Capital Improvement Plan that are referenced in Section 0100 of RFQ 2022-122-ND. A31: The City's 5-Year Water and Sewer Critical Needs Capital Improvement Plan refers to the proposed projects prioritized within the Water and.Sewer Master Plans for the first five years of the planning period. Please refer to Exhibit B,The City of Miami Beach Water Master Plan,and Exhibit C,The City of Miami Beach Sewer Master Plan. Q32: The SF 330 is limited to 10 projects. What is the City's preferred method to submit additional projects to meet the RFQ's minimum requirements? A32: Additional projects are to be submitted on Section F of the SF 330. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov Contact: Telephone: Email: Natalia Delgado 305-673-7000 ext. 26263 nataliadelgado@miamibeachfl.gov RFQ No.2022-122-ND Addendum#2 3/9/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Procurement Department /V\I A/ A I B E C H 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Si f•rely,f enls rement Director Balance of Page Intentionally Left Blank • RFQ No.2022-122-ND Addendum#2 3/9/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIProcurement Department Aiv\I B EAC H 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO.1 REQUEST FOR QUALIFICATIONS NO. 2022-122-ND ENGINEERING SERVICES FOR WATER AND WASTEWATER SYSTEMS PROJECTS (the"RFQ' March 7,2022 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. The RFQ is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). The deadline for questions has passed. No further questions will be considered, and no further extensions will be made. I. RFQ DUE DATE AND TIME. The deadline for receipt of electronic submittals through Periscope S2G is extended until 3:00 p.m.,Monday,March 21,2022. All proposals received and time stamped through PeriscopeS2G, prior to the proposal submittal deadline shall be accepted as timely submitted. Proposals cannot be submitted after the deadline established for receipt of proposals. Hard copy proposals or proposals received electronically,either through email or facsimile,submitted prior to or after the deadline for receipt of proposals are not acceptable and will be rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. PUBLIC BID OPENING Dial-In Instructions: • Dial the Telephone Number: +1 786-636-1480 • Enter the Conference ID No: 883 910 03# To join on your computer or mobile app Click here to join the meeting A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.Qov Contact: Telephone: Email: Natalia Delgado 305-673-7000 ext. 26263 nataliadelgado@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. si ,-rely, Al- 1 enis r urement Director 1 RFQ No.2022-122-ND Addendum#1 3/7/2022 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH Request for Qualifications (RFQ) 2022-122-ND Engineering Services for Water & Wastewater Systems Projects SOLICITATION SECTIONS: 0100 INSTRUCTIONS TO RESPONDENTS 0200 GENERAL CONDITIONS 0300 PROPOSAL SUBMITTAL INSTRUCTIONS &FORMAT 0400 PROPOSAL EVALUATION APPENDICES: APPENDIX A SPECIAL CONDITIONS APPENDIX B SAMPLE CONTRACT APPENDIX C INSURANCE REQUIREMENTS APPENDIX D STANDARD FORM 330 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH SECTION 0100 INSTRUCTIONS TO RESPONDENTS&GENERAL CONDITIONS 1. GENERAL. This Request for Qualifications (RFQ) is issued by the City of Miami Beach, Florida (the"City"), as the means for prospective Proposers to submit proposals for the City's consideration in evaluating qualifications to select a firm with whom it may negotiate an agreement for the purpose noted herein. The City utilizes Periscope S2G (formally known as BidSync) (www.periscopeholdings.com or www.bidsync.com) for automatic notification of competitive solicitation opportunities and document fulfillment, including the issuance of any addendum to this RFQ. Any prospective Proposer who has received this RFQ by any means other than through Periscope S2G must register immediately with Periscope S2G to assure it receives any addendum issued to this RFQ.' Failure to receive an addendum may result in disqualification of proposal submitted. 2. BACKGROUND. The City is over 100 years old, and many of its infrastructure assets are aged near or past their useful life. Improvements, and expansions have been made throughout the City's history.A comprehensive review of the water and wastewater infrastructure was performed in 2019. The City developed its Water and Sanitary Sewer System Master Plan, covering a planning period through 2045. In 2020, the City's 5-year Water and Sanitary Sewer Capital Improvement Plan (CIP)was approved to address its most critical infrastructure needs. The projects covered by the 5-yearClP include: • sanitary sewer pump stations renewal and replacement(R&R), • water booster stations and ground storage tanks R&R and new construction, • gravity main Inflow and Infiltration Reduction, • water main and force main replacements and/or upsizing to address age, capacity and/or fire flow issues, The City also developed calibrated hydraulic models for its water distribution and its sewer force main systems, using InfoWater and InfoWorks, respectively. Overall,the proposed longer-term capital improvement plan intends to provide a roadmap to improve the community with a more resilient, robust, environmentally responsible, and future proof, water, and wastewater infrastructure. Hence, it is important that Proposers have an understanding of Miami Beach's vulnerabilities to climate change and sea level rise; are familiar with the work and regional planning tools of the Southeast (SE) Florida Climate Change Compact, and aware of the City's approach to incremental adaptation over time. The City is interested in partnering with the most innovative and solutions-oriented engineers in the field dedicated to resilience and Miami Beach Rising Above. The scope of this RFQ does not include stormwater projects for which the City currently has a consultant for engineering services related to the neighborhood improvement projects to address stormwater and other resiliency improvements not relating to potable water and wastewater. The projects under the scope of this RFQ are further articulated in Section 2.1 and 2.2 below. 2.1. Water. The City of Miami Beach (City) purchases treated potable water from Miami-Dade County and redistributes it to City residents and businesses. For this purpose, the City owns, operates, and maintains the water distribution system within the City's service area of approximately 7.5 square miles (Figure 1-2). Water is supplied through five interconnects (four duty, one emergency). The City's water system serves approximately 100,000 residents, 30,000 hotel guests, and a floating population (i.e., employees) of approximately 70,000 people. Water distribution and system pressure is controlled by City's six booster pump stations. The booster pump stations downstream of the WASD interconnects are used to supplement the system pressure supplied by WASD and increase system reliability during emergencies.The two pump stations located adjacent to the ground storage tanks are used to pump water from the storage tanks into the system and can also be leveraged in the event of an emergency to supplement water from WASD. The City's distribution network is comprised of approximately 184 miles of water mains. The largest water main pipe diameter in the City is 36 inches. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH 2.2.Wastewater. The City collects wastewater from its customers, including satellite cities, and conveys it to Miami/Dade County for treatment. The City also provides wholesale sanitary sewer to the Village of Bal Harbour,the Town of Bay Harbor Islands,the City of North Village, and the Town of Surfside (collectively,the "Satellite Cities"). Sewage is collected throughout the service area and pumped through a single 60-inch connection to Miami-Dade Water and Sewer Department's (WASD's) Central District Wastewater Treatment Plant (CDWWTP) for treatment and disposal. The collection system includes the gravity sanitary sewers and major gravity interceptors, whereas the transmission system includes the pump stations and force main network. The sanitary sewer system consists of 23 pump station service areas (basins), approximately 117 miles of gravity sewer mains, approximately 26 miles of active force mains, and over 3,100 manholes. 3.PURPOSE.The purpose of this RFQ is to select a prime consultant and a continuing pool of prequalified consultants for the water and wastewater/sewer systems that do not include the stormwater program or the above ground improvements. The City desires to receive proposals from qualified firms that can provide professional services, in accordance with Section 287.055, Florida Statutes,commonly referred to as the Consultant's Competitive Negotiation Act(CCNA).The City may,after considering proposals received,award contracts for services to a prime consultant(s), as well as create a continuing pool of prequalified consultants, as follows: 3.1. Prime Consultant(s).The City may make an award to qualified consultant(s) that can act in the capacity of the City's prime consultant on its long-term capital improvement projects for water and wastewater. The selected prime consultant shall provide the City with subject matter expertise to the City of Miami Beach on its water and wastewater systems. The Consultant must have a team of qualified individuals who can guide the City of Miami Beach through the decision-making process of making its water and wastewater systems resilient,environmentally responsible, dependable, and future proof. While the City intends to make an award to a single consultant; it reserves its right to award to multiple consultants if it deems it is in its best interest.Additionally,the City reserves the right to engage other consultants, either through option 2 below or through other means,to assist the City in its water and wastewater endeavors. The prime consultant shall be selected in accordance with the Consultant's Competitive Negotiation Act for related projects as defined in Section 287.055(2)(f)(2), Florida Statutes. As such, the scope or value of the work awarded to the prime consultant shall not be limited to the limits established pursuant to Section 287.055(2)(g), Florida Statutes. 3.2. Pool of Pre-qualified Consultants. Additionally, to assist with smaller engagements relating to water and wastewater work (or related needs), the City intends to create a continuing pool of prequalified consultants (not selected in Option 1 above) in accordance with Section 287.055(2)(g), Florida Statutes. Firms that submit a proposal pursuant to the RFQ, and who are deemed to be responsive, responsible and best qualified may be eligible to participate in the continuing pool of pre-qualified consultants. Projects awarded to pool contractors are subject to the limits established in Section 287.055(2)(g), Florida Statutes, for continuing contracts. The firms included in the continuing pool will also be eligible to participate as sub-consultants to the prime consultant on applicable projects at the discretion of the City Manager. THIS RFQ, AND ANY RESULTING CONTRACT, IS ISSUED AND GOVERNED BY SECTION 287.055, FLORIDA STATUTES • 4. STATEMENT OF WORK The Consultant will provide subject matter expertise to the City of Miami Beach on its Water and Wastewater systems. The Consultant must have a team of qualified individuals who can guide the City of Miami Beach through the decision- making process of making its water and wastewater systems resilient, environmentally responsible, dependable, and future proof.The City is interested in partnering with the most innovative and solutions-oriented engineers in the field dedicated to resilience and Miami Beach Rising Above.The services described in subsequent items may be awarded in the future. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH I. Water and/or Wastewater Systems Hydraulic Modeling II. Design, Permitting, Bidding Services, and Construction Services for: a. Water and sanitary sewer pipelines b. Water and sanitary sewer main subaqueous and aerial crossings c. Ground storage tanks and water pump stations d. Wastewater Pump Stations Design e. Water Pump Stations Design Ill. Adaptation of the Water System Capital Improvement Plan (CIP)to shifting needs IV. Adaptation of the Wastewater System Capital Improvement Plan (CIP)to shifting needs V. Various studies, reports,etc. 5.ANTICIPATED RFQ TIMETABLE.The tentative schedule for this solicitation is as follows: RFQ Issued January 28, 2022 Pre-Proposal Meeting February 10, 2022 0 10:00 a.m. ET Join on your computer or mobile app Click here to join the meeting Or call in(audio only) +1 786-636-1480 United States, Miami Phone Conference ID: 142 018 858# Deadline for Receipt of Questions February 23, 2022 0 5:00 p.m. ET Responses Due March 14, 2022 @ 3:00 p.m. ET To join on your computer or mobile app Click here to join the meeting Or call in (audio only) (1) Dial the TELEPHONE NUMBER: 1 786-636-1480 (Toll-free North America) (2) Enter the MEETING NUMBER 883 910 03# Evaluation Committee Review TBD Tentative Commission Approval TBD Contract Negotiations Following Commission Approval 6. PROCUREMENT CONTACT. Any questions or clarifications concerning this solicitation shall be submitted to the Procurement Contact noted below: Procurement Contact: Telephone: Email: Natalia Del'ado 305-673-7000.x26263 NataliaDel•ado@miamibeachfl.'ov Additionally, the City Clerk is to be cosied on all communications via e-mail at: RafaelGranado@miamibeachfl.bov; or via facsimile: 786-394-4188. The Proposal title/number shall be referenced on all correspondence. All questions or requests for clarification must be received no later than ten (10) calendar days prior to the date proposals are due as scheduled in Section 0100-5. All responses to questions/clarifications will be sent to all prospective Proposers in the form of an addendum. 7. PRE-PROPOSAL MEETING OR SITE VISIT(S). A pre-proposal meeting or site visit(s) may be scheduled. Attendance for the pre-proposal meeting shall be via web conference and recommended as a source of information but is not mandatory. Proposers interested in participating in the Pre-Proposal Meeting must follow these steps: DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH Join on your computer or mobile app Click here to join the meeting Or call in(audio only) +1 786-636-1480 United States, Miami Phone Conference ID: 142 018 858# Proposers who are participating should send an e-mail to the contact person listed in this RFQ expressing their intent to participate. • 8. PRE-PROPOSAL INTERPRETATIONS. Oral information or responses to questions received by prospective Proposers are not binding on the City and will be without legal effect, including any information received at pre- submittal meeting or site visit(s). The City by means of Addenda will issue interpretations or written addenda clarifications considered necessary by the City in response to questions.Only questions answered by written addenda will be binding and may supersede terms noted in this solicitation.Addendum will be released through Periscope S2G. Any prospective proposer who has received this RFQ by any means other than through Periscope S2G must register immediately with Periscope S2G to assure it receives any addendum issued to this RFQ. Failure to receive an addendum may result in disqualification of proposal. Written questions should be received no later than the date outlined in the Anticipated RFQ Timetable section. 9. CONE OF SILENCE. This RFQ is subject to, and all proposers are expected to be or become familiar with, the City's Cone of Silence Requirements, as codified in Section 2-486 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Cone,of Silence are complied with, and shall be subject to any and all sanctions, as prescribed therein, including rendering their response voidable, in the event of such non-compliance. Communications regarding this solicitation are to be submitted in writing to the Procurement Contact named herein with a copy to the City Clerk at rafaelgranado@miamibeachfl.gov 10. ADDITIONAL INFORMATION OR CLARIFICATION. After proposal submittal, the City reserves the right to require additional information from Proposers (or Proposer team members or sub-consultants) to determine: qualifications (including, but not limited to, litigation history, regulatory action, or additional references); and financial capability (including, but not limited to, annual reviewed/audited financial statements with the auditors notes for each of their last two complete fiscal years). 11. PROPOSER'S RESPONSIBILITY. Before submitting a response, each Proposer shall be solely responsible for making any and all investigations, evaluations, and examinations, as it deems necessary, to ascertain all conditions and requirements affecting the full performance of the contract. Ignorance of such conditions and requirements,and/or failure to make such evaluations, investigations, and examinations,will not relieve the Proposer from any obligation to comply with every detail and with all provisions and requirements of the contract, and will not be accepted as a basis for any subsequent claim whatsoever for any monetary consideration on the part of the Proposer. 12.DETERMINATION OF AWARD.The City Manager may appoint an evaluation committee to assist in the evaluation of proposals received.The evaluation committee is advisory only to the city manager.The city manager may consider the information provided by the evaluation committee process and/or may utilize other information deemed relevant. The City Manager's recommendation need not be consistent with the information provided by the evaluation committee process and takes into consideration Miami Beach City Code Section 2-369, including the following considerations: (1)The ability,capacity and skill of the Proposer to perform the contract. (2)Whether the Proposer can perform the contract within the time specified,without delay or interference. (3) The character, integrity, reputation,judgment,experience and efficiency of the Proposer. (4)The quality of performance of previous contracts. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH (5)The previous and existing compliance by the Proposer with laws and ordinances relating to the contract. The City Manager may recommend to the City Commission the Proposer(s) s/he deems to be in the best interest of the City or may recommend rejection of all proposals. The City Commission shall consider the City Manager's recommendation and may approve such recommendation. The City Commission may also, at its option, reject the City Manager's recommendation and select another Proposal or Proposals which it deems to be in the best interest of the City, or it may also reject all Proposals. 13.NEGOTIATIONS. Following selection,the City reserves the right to enter into further negotiations with the selected Proposer. Notwithstanding the preceding, the City is in no way obligated to enter into a contract with the selected Proposer in the event the parties are unable to negotiate a contract. It is also understood and acknowledged by Proposers that no property, contract or legal rights of any kind shall be created at any time until and unless an Agreement has been agreed to; approved by the City; and executed by the parties. 14. E-VERIFY. As a contractor you are obligated to comply with the provisions of Section 448.095, Fla. Stat., "Employment Eligibility."Therefore, you shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Contractor during the term of the Contract and shall expressly require any subcontractors performing work or providing services pursuant to the Contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the Contract term. 15. PERISCOPE S2G (FORMALLY BIDSYNC). The Procurement Department utilizes Periscope S2G, Supplier-to- Government electronic bidding (e-Bid) platform. If you would like to be notified of available competitive solicitations released by the City you must register and complete your vendor qualifications through Periscope S2G, Supplier-to- Government www.bidsync.com/Miami-Beach. Registration is easy and will only take a few minutes. For detailed instructions on how to register, complete vendor qualifications and submit electronic bids visit https://www.miamibeachfl.gov/city-hall/procurement/for-approval-how-to-become-a-vendor/. Should you have any questions regarding this system or registration, please visit the above link or contact Periscope S2G, Supplier-to-Government at support@bidsync.com or 800.990.9339, option 1, option 1. 16. HOW TO MANAGE OR CREATE A VENDOR PROFILE ON VENDOR SELF SERVICE (VSS). In addition to registering with Periscope S2G, the City encourages vendors to register with our online Vendor Self- Service web page, allowing City vendors to easily update contacts, attachments (W-9), and commodity information. The Vendor Self-Service(VSS)webpage(https://selfservice.miamibeachfl.gov/vss/Vendors/default.aspx)will also provide you with purchase orders and payment information. Should you have any questions and/or comments,do not hesitate to submit them to vendorsupport@miamibeachfl.gov 17. SUPPLIER DIVERSITY. In an effort to increase the number and diversity of supplier options in the procurement of goods and services, the City has established a registry of LGBT-owned businesses, as certified by the National LGBT Chamber of Commerce(NGLCC)and small and disadvantaged businesses,as certified by Miami-Dade County. See authorizing resolutions here. If your company is certified as an LGBT-owned business by NGLCC, or as a small or disadvantaged business by Miami-Dade County, click on the link below to be added to the City's supplier registry (Vendor Self-Service) and bid system (Periscope S2G,Supplier-to-Government).These are two different systems and it is important that you register for both. Click to see acceptable certification and to register: https://www.miamibeachfl.govlcity-hall/procurement/how-to- become-a-vendor/. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH SECTION 0200 GENERAL CONDITIONS TERMS & CONDITIONS —SERVICES. By virtue of submitting a proposal in response to this solicitation, proposer agrees to be bound by and in compliance with the Terms and Conditions for Services (dated April 13, 2020), incorporated herein,which may be found at the following link: https://www.miam ibeachfl.gov/city-hall/procurement/standard-terms-and-conditions/ DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH SECTION 0300 PROPOSAL SUBMITTAL INSTRUCTIONS AND FORMAT 1.ELECTRONIC RESPONSES(ONLY).Proposals must be submitted electronically through Periscope S2G(formerly BidSync) on or before the date and time indicated. Hard copy proposals or proposals received through email or facsimile are not acceptable and will be rejected. A proposer may submit a modified proposal to replace all or any portion of a previously submitted proposal until the deadline for proposal submittals.The City will only consider the latest version of the bid. Electronic proposal submissions may require the uploading of attachments. All documents should be attached as separate files in accordance with the instructions included in Section 4, below. Attachments containing embedded documents or proprietary file extensions are prohibited. It is the Bidder's responsibility to assure that its bid, including all attachments, is uploaded successfully. Only proposal submittals received, and time stamped by Periscope S2G (formerly BidSync) prior to the proposal submittal deadline shall be accepted as timely submitted. Late bids cannot be submitted and will not be accepted. Bidders are cautioned to allow sufficient time for the submittal of bids and uploading of attachments. Any technical issues must be submitted to Periscope S2G (formerly BidSync) by contacting (800) 990-9339 (toll free) or S2G@periscopeholdings.com.The City cannot assist with technical issues regarding submittals and will in no way be responsible for delays caused by any technical or other issue. It is the sole responsibility of each Bidder to ensure its proposal is successfully submitted in Periscope S2G prior to the deadline for proposal submittals. 2. NON-RESPONSIVENESS. Failure to submit the following requirements shall result in a determination of non- responsiveness. Non-responsive proposals will not be considered. 1. Bid Submittal Questionnaire (submitted electronically). 3.OMITTED OR ADDITIONAL INFORMATION. Failure to complete and submit the Bid Submittal Questionnaire (submitted electronically) with the bid and by the deadline for submittals shall render a proposal non- responsive. With the exception of the Bid Submittal Questionnaire(completed and submitted electronically),the City reserves the right to seek any omitted information/documentation or any additional information from Proposer or other source(s), including but not limited to: any firm or principal information, applicable licensure, resumes of relevant individuals, client information, financial information, or any information the City deems necessary to evaluate the capacity of the Proposer to perform in accordance with contract requirements. Failure to submit any omitted or additional information in accordance with the City's request shall result in proposal being deemed non-responsive. 4. ELECTRONIC PROPOSAL FORMAT. In order to maintain comparability, facilitate the review process and assist the Evaluation Committee in review of proposals, it is strongly recommended that proposals be organized and tabbed in accordance with the tabs,and sections as specified below.The electronic submittal should be tabbed as enumerated below and contain a table of contents with page references. The electronic proposal shall be submitted through the "Line Items"attachment tab in Periscope S2G. TAB 1 Cover Letter&Table of Contents Cover Letter and Table of Contents. The cover letter must indicate Proposer and Proposer Primary Contact for the purposes of this solicitation. The table of contents should indicate the tabs,sections with tabs and page numbers to facilitate the evaluation committee's review. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH TAB 2 Experience&Qualifications of the Firm and Team SUBMIT THE BELOW REQUESTED INFORMATION UTILIZING THE ENCLOSED STANDARD FORM 330 (APPENDIX D)—ARCHITECT-ENGINEER QUALIFICATIONS 2.1 Qualifications of Proposing Firm.Utilizing the enclosed Standard Form 330(Appendix B)—Architect Engineer Qualifications, submit detailed information regarding the relevant experience and proven track record of the firm and/or its principals in providing the scope of services similar as identified in this solicitation, including experience in providing similar scope of services to public sector agencies,with emphasis on the following areas of expertise: Submit at least three(3)projects relevant to each area of expertise,performed within the last ten(10)years as evidence of the requested experience. Projects must be submitted in the order indicated below.Bidders are not limited to the ten (10) project maximum noted on the Standard Form 330 (Appendix B). a. Water Booster Pump Stations and Sewage Pumps Stations. Experience must include the design of a triplex pump station, or larger, and 1,000 gallons per minute (gpm) or greater in capacity; and the design of a dry well/wet well pump station configuration. b. Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys.These projects must also include compliance with Miami-Dade County Department of Regulatory and Economic Resources(DRER)Sanitary Sewer Evaluation Survey(SSES)requirements. c. Force Mains and Water Mains. Experience must include urban design of a 36-inch or larger water main of at least 1,000 continuous linear feet in length and a 42-inch force main or larger of at least 1,000 continuous linear feet in length. d. Gravity Sewer Systems. Experience must include the design of a 24-inch or larger gravity sewer system of at least 500 continuous linear feet in length e. Trenchless Technologies for Pipe Installation/Rehabilitation. Experience must include a horizontal directional drill of a 24"diameter pipe or larger crossing under Florida waters. f. Water hydraulic modeling utilizing the InfoWater software to assess the capacity of a water distribution system and assess the impacts of private development. g. Wastewater hydraulic modeling utilizing InfoWorks software to assess the capacity of a wastewater collection and transmission system.Experience must include the analysis of gravity sewers and the analysis of pump stations and force mains. h. Experience in Public Outreach. Some of this experience must be in Miami Beach. 2.2 Qualifications of Proposer Team. Provide an organizational chart of all the prime proposer's personnel, each team members'qualifications and the role that each team member will play in providing the services detailed herein. A resume of each individual; including education, licensure, relevant experience, and any other pertinent information, shall be included for each respondent team member to be assigned to this contract. 2.2.1 Project Experience.Submit detailed information regarding the relevant experience and proven track record of each team member in providing the scope of services similar as identified in this solicitation, including experience in providing similar scope of services to public sector agencies,with emphasis on the following areas of expertise: Submit at least three (3) projects relevant to each area of expertise, performed within the last ten. (10) years as evidence of the requested experience. Projects must be submitted in the order indicated below. Bidders are not limited to the ten (10) project maximum noted on the'Standard Form 330(Appendix B). a. Water Booster Pump Stations and Sewage Pumps Stations. Experience must include the design of a triplex pump station, or larger,and 1,000 gallons per minute(gpm)or greater in capacity;and the design of DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH a dry well I wet well pump station configuration. b. Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys. These projects must also include compliance with Miami-Dade County Department of Regulatory and Economic Resources (DRER) Sanitary Sewer Evaluation Survey(SSES) requirements. c. Force Mains and Water Mains. Experience must include urban design of a 36-inch or larger water main of at least 1,000 continuous linear feet in length and a 42-inch force main or larger of at least 1,000 continuous linear feet in length. d. Gravity Sewer Systems. Experience must include the design of a 24-inch or larger gravity sewer system of at least 500 continuous linear feet in length e. Trenchless Technologies for Pipe Installation/Rehabilitation. Experience must include a horizontal directional drill of a 24"diameter pipe or larger crossing under Florida waters. f. Water hydraulic modeling utilizing the InfoWater software to assess the capacity of a water distribution system and assess the impacts of private development. g. Wastewater hydraulic modeling utilizing InfoWorks software to assess the capacity of a wastewater collection and transmission system. Experience must include the analysis of gravity sewers and the analysis of pump stations and force mains. h. Experience in Public Outreach. Some of this experience must be in Miami Beach. TAB 3 Approach and Methodology Submit detailed information on the proposed approach and methodology. Include information on approach and methodology that the Proposer and its team have successfully utilized on previous engagements to accomplish a similar scope of work. The information to be provided within this tab should address, but need to be limited to the following: • project planning; • project phasing; • strategies to meet schedule and budget requirements without compromising quality, considering both design and construction phases; • quality assurance/quality control management plan; • change management plan; and • project communications and public outreach plan. Balance of Page Intentionally Left Blank DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH SECTION 0400 PROPOSAL EVALUATION 1. EVALUATION OF PROPOSALS. All responsive proposals will be evaluated in accordance with this section. If more than one proposal is received, the City Manager may appoint an Evaluation Committee to consider and provide feedback on the qualitative factors of each proposal. In the event that only one responsive proposal is received, the City Manager, after determination that the sole responsive proposal materially meets the requirements of the RFQ, may, without an evaluation committee,recommend to the City Commission that the Administration enter into negotiations. In the evaluation of proposals, Proposers may be requested to make additional written submissions of a clarifying nature or oral presentations to the Evaluation Committee. Failure to provide the requested information within the time prescribed may result in the disqualification of proposal. 2. EVALUATION CRITERIA. Responsive, responsible proposals will be evaluated in accordance with the following criteria: 3. QUALITATIVE CRITERIA. The Evaluation Committee shall review responsive, responsible proposals and assign points for the qualitative factors only. The Evaluation Committee shall not consider quantitative factors (e.g. revenue) in its review of proposals. The Evaluation Committee shall act solely in an advisory capacity to the City Manager.The results of the Evaluation Committee process do not constitute an award recommendation.The City Manager may utilize,but is not bound by,the results of the Evaluation Committee process,as well as consider any feedback or information provided by staff, consultants or any other third-party in developing an award recommendation in accordance with Section 0100, Sub-section 112. In its review of proposals received,the Evaluation Committee may review and score all proposals, with or without conducting interview sessions, in accordance with the following criteria. Qualitative Criteria Maximum Points Experience and Qualifications of the Proposing Firm 50 Experience and Qualifications of the Team 30 Approach and Methodology 20 TOTAL AVAILABLE POINTS for Qualitative Criteria 100 Quantitative Criteria Maximum Points Veterans Preference 5 Prime Proposer Volume of Work (0-5 Points). Points awarded to the proposer for volume of work awarded by the City in the last three (3)years in accordance with the following table: 5 Less than$250,000 5 $250,000.01 --$2,000,000 3 Greater than$2,000,000 0 TOTAL AVAILABLE POINTS for Qualitative, Quantitative 110 and Veteran's Preference Criteria 4. QUANTITATIVE CRITERIA. Procurement Department staff will assign points for the quantitative criteria. Veterans' Preference points will be assigned in accordance with Section 2-374 of the City Code DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH 5. DETERMINATION OF FINAL RANKING. The sum of the evaluation criteria points will be converted to rankings in accordance with the example below: Proposer A Proposer B Proposer C Qualitative Points 82 74 80 Committee Quantitative Points 5 5 0 Member 1 Total 87 79 80 Rank 1 3 2 Qualitative Points 82 85 72 Committee Quantitative Points 5 5 0 Member 2 Total 87 90 72 Rank 1 2 3 Qualitative Points 90 74 66 Committee Quantitative Points 5 5 0 Member 2 Total 95 79 66 Rank 1 2 3 Low Aggregate Score 3 7 8 Final Ranking' 1 2 3 It is important to note that the results of the proposal evaluation process in accordance with Section 0400 does not represent an award recommendation. The City Manager will utilize the results of the proposal evaluation process, and any other information he deems appropriate,to develop an award recommendation to the City Commission,which may differ from the results of the proposal evaluation process and final rankings. Balance of Page Intentionally Left Blank DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH APPENDIX A MIAMI BEACH Special Conditions 2022- 122-N D ENGINEERING SERVICES FOR WATER & WASTEWATER SYSTEMS PROJECTS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH 1. Term of Contract. It is expected that any resulting agreement shall be valid for a term of three(3)years from the effective date.The contract could be extended for an additional two (2), one (1)year terms, at the sole discretion of the City Manager. 2. Additional Terms or Conditions.This RFQ, including the attached Contract, contains all the • terms and conditions applicable to any service being provided to the City resulting from award of contract. By virtue of submitting a proposal,consultant agrees not to require additional terms and conditions at the time services are requested, either through a separate agreement, work order, letter of engagement or purchase order. 3. Change of Project Manager.A change in the Consultant's project manager(as well as any replacement) shall be subject to the prior written approval of the City Manager or his designee (who in this case shall be an Assistant City Manager). Replacement (including , reassignment) of an approved project manager or public information officer shall not be made without submitting a resume for the replacement staff person and receiving prior written approval of the City Manager or his designee (i.e. the City project manager). 4. Sub-Consultants. The Consultant shall not retain, add, or replace any sub-consultant without the prior written approval of the City Manager, in response to a written request from the Consultant stating the reasons for any proposed substitution. Any approval of a sub- consultant by the City Manager shall not in any way shift the responsibility for the quality and acceptability by the City of the services performed by the sub-consultant from the Consultant to the City. The quality of services and acceptability to the City of the services performed by sub-consultants shall be the sole responsibility of Consultant. 5. Licensure. Consultant shall hold a "Certificate of Authorization" by the State of Florida, Division of Business and Professional Regulations, as applicable. 6. Roadmap. Firms providing professional services under continuing contracts shall not be required to bid against one another.The user department may select the consultant it deems to be most qualified for the particular project. 6.1 Approval of Task Orders for Prime Consultant. Prior to the commenced of work on any, a task order and corresponding purchase order must be issued by the City. Task orders that exceed the "continuing contract" limits established in 287.055 (i.e., study activities with fees greater than $500,000 or professional services for projects with an estimated construction cost greater than $4 million) shall be approved by the City Commission.Task order for lesser amounts may be approved by the City Manager. 6.2 Approval of Task Orders for Pool Consultants. Prior to the commenced of work on any, a task order and corresponding purchase order must be issued by the City. Task orders are limited to the"continuing contract"limits established in 287.055. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH APPENDIX B MIAMI BEACH Sample Contract 2022- 122-N D ENGINEERING SERVICES FOR WATER & WASTEWATER SYSTEMS PROJECTS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 AGREEMENT BETWEEN CITY OF MIAMI BEACH / - ,I\ \'' \ .// --. . X ,,,,,,, AND / kx, •-, \,.._// . XXXX...---— \' \ ... -..., . s, „..) ,,..., 7/(' \\ \ ,/,'" . \ % I " \ / II \ s, ;\‘'‘ \ \XXXXXXX \\ ..s\ \ ..!;' ./.'.."-- ' :----DISCIPLINE: XXXXXXX RESOLUTION;NO. XXXXXX \ ...„. .\\ ?/ - - -, ... -,, --7.--. ,.. ..,\ /.,/ -.... / ,.. ., .--::::----:,\ r'l t \\ „ , \ )) ''s,r- • 1 DocuSign Envelope ID:1A924F3D4-AD53-4645-A635-133C6AE569C6 TABLE OF CONTENTS DESCRIPTION PAGE ARTICLE 1. DEFINITIONS 4 ARTICLE 2. BASIC SERVICES 9 ARTICLE 3. THE CITY'S RESPONSIBILITIES 134 .,..,/ eif- ARTICLE 4. RESPONSIBILITY FOR CONSTRUCTON / --"/-. \ :\ COST 154 '\ \22 - < ARTICLE 5. ADDITIONAL SERVICES A \ \ ,1/1/) 177 ARTICLE 6. REIMBURSABLE EXPENSES ,3----,,,,- \ 19 \ \ \ \ ARTICLE 7. COMPENSATION FOR SERVICES-- -- , , '2 20 ARTICLE 8. CONSULTANT'S ACCOUNTINdAND OTHER RECORDS/ 21 ( \ \-,, / ARTICLE 9. OWNERSHIP OF PROJECT.DOCUMENTS\ 21 \\, \ ,,,,,,_ ARTICLE 10. TERMINATION OF AGREEMENT \ -,-;" 22 N'` ,'\ ;V \ \ v ARTICLE 11. INSURANCE - ` N----, 23 --..-->--,\_‘‘\ fy ARTICLE 12. INDEMNIFICATIONPANu-HOLD HARMLESS 244 . -...,.: ARTICLE 13. ERRORS AND OMISSIONS 245 ARTICLE 14. LIMITATION9 -ClABILIY 255 ARTICL:E-15 'NOTICE ,v 255 ARTI4E46,-FLORIDA PUBLIC RECORDS LAW 296 ARTICLE 17. INSPECTOR GENERAL AUDIT RIGHTS ...28 _ ARTCILE 18. MISCEILANEUS PROVISIONS 29 SCHEDULES: SCHEDULE A 36 SCHEDULE B 38 SCHEDULE C 39 2 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ATTACHED SEPARATELY: ATTACHMENT A: Resolution and Commission Award Memorandum ATTACHMENT B: Addenda and Request for Qualifications (RFQ) Solicitation ATTACHMENT C: Consultant Proposal Response to RFQ and Sunbiz /fj • yr_.'` \� , � ' ✓t _l \✓l l 17 3 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND XXXXXXXX FOR PROFESSIONAL ARCHITECTURAL AND ENGINEERING SERVICES-IN SPECIALIZED CATEGORIES"AS-NEEDED" BASIS fi'r This Agreement made and entered into this day of „20� (Effective Date), by and between the CITY OF MIAMI BEACH, a municipal corporation'existing under the laws of the State of Florida,having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida,33139, (hereinafter referred to as City),and XXXXXX.,a Florida corporation having its principal office at XXXXXX(hereinafter referred'tq as Consultant)`} �° WIT N ES-S-ETH: ' � / WHEREAS, on )XXX XX, the City Commission approved the issu nce of Request for Qualifications No. XJUO(XXX(the RFQ). and °`;``. 7 �,. WHEREAS, the RFQ was intendedto•.provide"access7to architectural and engineering consulting firms in accordance with the Florida Consultant's Competitive Negotiation Act for future work as the need may arise;and �� `\ WHEREAS, on XXXXX;s, the_, City"Commission approved Resolution No. XXXX, respectively,authorizing the City to enter into;negotiations with XXXXX and, if successful,execute an agreement with the Consultant pursuant to the RFQ; and WHEREAS, City'and the Consult rthave negotiated the following agreement pursuant to the RFQ; and `\ i NOW-:THEREFORE, City and Consultant, in consideration of the mutual covenants and agreement herein contained, agree as follows: ARTICLE 1. DEFINITIONS ):1 1.1 Definitions.The definitions included in this Section are not exhaustive of all definitions used in this Agreement. Additional terms may be defined in other Contract Documents. The following terms shall have the meanings specified herein unless otherwise stated herein: ADDITIONAL SERVICES: "Additional Services" shall mean those services, in addition to the Basic Services in this Agreement, as described in Article 5 and the Consultant Service Order, which the Consultant shall perform, at the City's option, and which must be duly authorized, in writing, by the City Manager or his authorized designee, prior to commencement of same. 4 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 APPLICABLE LAWS: "Applicable Laws" means all laws, statutes, codes (including, but not limited to, building codes), ordinances, rules, regulations, lawful orders and decrees of governmental authorities having jurisdiction over the Project, the Project Site or the Parties. BASE BID: "Base Bid" shall mean the elements contained in the Construction Documents recommended by the Consultant(and approved by the City)as being within the Construction Cost Budget. "Base Bid"shall not include additive alternates or deductive alternates. BASIC SERVICES: "Basic Services"shall include those services which Consultant shall perform in accordance with the terms of the Agreement, as described in Article r2--ind the Consultant Service Order. Any Services not specifically enumerated as Additional Services (as defined herein)shall also be considered Basic Services. CITY (OR OWNER): The "City" shall mean the City of Miami Beach, aFlorida municipal corporation having its principal offices at 1700 Convention Center Drive, Miem\Beaeh;'Florida, 33139. In all respects hereunder,City's obligations and performance is pursuantto,.00 position as the owner of the Project acting in its proprietary capacity. In the event City;exercises its regulatory authority as a governmental body including, but notlimited to, its\regulatory authority for code inspections and issuance of Building Department permits, Public Works Department permits, or other applicable permits within its jurisdiction:the exercise of such regulatory authority and the enforcement of any Applicable Laws.shall'be deemed to have.,ogcurred pursuant to City's regulatory authority as a governmental body and'shall,not be attributable in any manner to City as a Party to this Agreement. CITY COMMISSION: "City Commission" Mean mean thelsgoverning and legislative body of the' City. \. CITY MANAGER: The"City Manage(`shall mean thechief administrative officer of the City. The City Manager shall also be construed to inc ude;any'duly authorized representatives designated by the City Manager in writing, including the Project Administrator, with respect to any specific matter(s) concerning the,Services and/or this Agreement (exclusive of those authorizations reserved to the City Commission under this%Agreement, or to regulatory or administrative bodies having jurisdiction over,the Project):-, , ./ CONSTRUCTION COST..BUDGET:i'The "Construction Cost Budget" shall mean the amount budgeted and established`by the City to provide for the cost of construction of the Work for the Project•(.'Construction,Cost�`),as set forth in the Consultant Service Order. CONSTRUCTION DOCUMENTS: "Construction Documents" shall mean the final (100% completed) plans, technical specifications, drawings, schematics, documents, and diagrams prepared by the architect/engineer of record for the Project,setting forth in detail the requirements for the construction of the Project. The Construction Documents shall set forth in full all details necessary to complete the construction of the Project in accordance with the Contract Documents. Construction Documents shall not be part of the Contract Documents, until (a)the Consultant has submitted completed Construction Documents to the City and (b) they have been reviewed and approved by the City and any agencies having jurisdiction in accordance with the procedures as otherwise provided by the Contract Documents. CONSULTANT: The named entity on page 1 of this Agreement, the "Consultant" shall mean the qualified and properly professionally licensed professional in the State of Florida and as otherwise 5 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 • required by any entities,agencies, boards,governmental authorities and/or any other professional organizations with jurisdiction governing the professional practice area for which the professional has been engaged by City and who will perform(or cause to be performed through subconsultants acceptable to the City) all Services required under this Agreement and/or Consultant Service Order. When the term "Consultant" is used in this Agreement it shall also be deemed to include any officers, employees, or agents of Consultants, and any other person or entity acting under the supervision, direction, or control of Consultant to provide any Services or similar professional services with respect to a Project("subconsultants").The Consultant shall not be replaced by any other entity, except as otherwise permitted in this Agreement. Further, any,subconsultant that may perform Services on behalf of the Consultant shall be a qualified and properly professionally licensed professional in the State of Florida and as otherwise required:liy any entities, agencies, boards, governmental authorities and/or any other professional organizations;with jurisdiction governing the professional practice area for which the subconsultant 'has.,be n'endaged by Consultant to perform professional services in connection with the Project `"The subconsultants in Schedule"D", attached hereto, are hereby approved by the City Manager-forthe Project. CONSULTANT SERVICE ORDER: Consultant Service Order shall mean the work'order issued by the City to Consultant(in substantial form as in Schedule,A attached hereto),ethat specifically describes and delineates the particular Services(Bassic\Serviees\and/or,Additional Services) which will be required of Consultant for the Project t that"is the subject of such Consultant Service Order, and which may include studies or study-activity, and/or professorial services as defined in Section 287.055 of the Florida Statutes'. .r `'�.,'�:�/V CONTRACT AMENDMENT: "Contract\Amendment"`shall mean a written modification to the Agreement approved by the City(as specifed,below)ancI executed between City and Consultant, covering changes, additions, or reductions\in'the'.terms,,.of this Agreement including, without limitation, authorizing a change in-the Servlces>orthe method and manner of performance thereof, or an adjustment in the fee-and/or_completion,dates. Contract Amendments shall be approved in--accordance with Contract Approval Authority Procedure 03.02. The City Manager rase yes the right to seek and obtain concurrence of the City Commission for approvalof any such Con act Amendment. CONTRACT,DOCUMENTS "Contract'Documents" shall mean this Agreement(together with all exhibits;-addenda, Consultant Service Orders and written amendments issued thereto), and all Desig6n(Documents and Construction Documents. The Contract Documents shall also include, without\limitation-(together'w th all exhibits, addenda, and written amendments issued thereto), the Request for-Qualifications (RFQ), instructions to bidders, bid form, bid bond, Design Criteria Package (if any), the, ;Contract for Construction, surety payment and performance bonds, Conditions of the Contract for Construction (General, Supplementary, and other Conditions), Divisions 0-17`specifications, an approved Change Order(s), approved Construction Change Directive(s), and/dr approved written order(s) for a minor change in the Work. CONTRACT FOR CONSTRUCTION: "Contract for Construction" shall mean the legally binding agreement between City and Consultant for performance of the Work covered in the Contract Documents, including, without limitation, a general Consultant, construction manager, design- builder or any other duly licensed construction Consultant selected pursuant to any other procurement methodology available under Florida law. CONTRACTOR: "Contractor" shall mean the individual or individuals, firm, company, 6 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 corporation,joint venture,or other entity contracting with City for performance of the Work covered in the Contract Documents. DESIGN CRITERIA PACKAGE or DCP: "Design Criteria Package" means concise, performance-oriented drawings or specifications of a design-build Project, prepared for the purpose of furnishing sufficient information to permit design-build firms to prepare a bid or a response to a City request for proposal, or to permit the City to enter into a negotiated design build contract.The Design Criteria Package must specify performance-based criteria for the design-build Project, including the legal description of the site, survey information concerning the site, interior space requirements, material quality standards, schematic layouts and conceptual design criteria of the project, cost or budget estimates, design and construction schedules, site development requirements, provisions for utilities,stormwater retention and disposal, and parking requirements applicable to the project. �.N DESIGN DOCUMENTS: "Design Documents" means all plans, drawings spe i ations, schematics and all other documents which set forth in full the design of the Projectand fix and describe in detail the size, configuration and characterlof 1he,Project concerning all'items of the Project necessary for the final preparation of the 100%`completed, permitted Construction Documents in accordance with the requirements�oLtth cf'D e`Contraocumentsyincluding, without limitation, all architectural and engineering elements as-may be appropriate'Design Documents shall not be part of the Contract Documents;urrtil,(a) this/Consultant has submitted, completed Design Documents to the City and (b) theY have`been,reviewed and approved by the City and agencies having jurisdiction in accordance\with the procedures as provided by the Contract Documents. However, approval by the City`shall not inanRvay be construed, interpreted and/or deemed to constitute a waiver or excuse „Consultants obligations to ensure the Design Documents are constructible, in compliance'with.,all.Applicable Laws and in accordance with the Contract Documents. ` ,_ 7 PROJECT: The"Project" shall mean;that certain City capital project described in the Consultant Service Order. Project Cost:. --The "Project:Cost" shall mean the estimated total cost of the Project, as`.describedin-the Consultant Service Order(CSO) // 2 Project Scope l- The "Project Scope" shall mean the description of the Project, as described in the Consultant Service Order(CSO). PROJECT ADMINISTRTOR: The"Project Administrator"shall mean the individual designated by the City Manager who shall be the City's authorized representative to issue directives and notices on behalf of the-City with respect to all matters concerning the Services of this Agreement (exclusive of those authorizations reserved to the City Manager or City Commission under this Agreement, or to regulatory or administrative bodies having jurisdiction over the Project). PROPOSAL DOCUMENTS: "Proposal Documents" shall mean the RFQ, together with all amendments or addenda thereto (if any), which is incorporated by reference to this Agreement and made a part hereof; provided, however, that in the event of an express conflict between the Proposal Documents and this Agreement, the Agreement shall prevail. Consultant's proposal in response to the RFQ is included for reference purposes only and shall not be incorporated as part of this Agreement, except with respect to Consultant's representations regarding the qualifications and experience of Consultant and its key personnel, its commitment to provide the 7 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 key personnel listed therein, and its capability to perform and deliver the Services in accordance with this Agreement and consistent with the all representations made therein. SCHEDULES: "Schedules" shall mean the various schedules attached to this Agreement and referred to as follows: Schedule A—Consultant Service Order Schedule A-1 — Consultant Compensation Schedule B— Hourly Rate Schedule Schedule C— Approved Subconsultants �f p SCOPE OF SERVICES: "Scope of Services"shall include the Project"Scope, Basic,Services,and any Additional Services (as approved by the City), all as described n Schedule"A"'hereto. N SERVICES: "Services" shall mean all services, work, and actions by the Consultant performed pursuant to or undertaken under this Agreement, including services delineated'*a/:part of the Scope of Services. ,\ v SOFT COSTS: "Soft Costs"shall mean costs related-TO-The Pi>ojectther than-Construction Cost • including, without limitation, Consultant's BasicfServices,�Additional\Serviees, surveys, testing, general consultant, financing, permitting fees'and�'other similar cost`s,.as determined by the City, that are not considered as direct costs for/the cotistructi n of the Project. , STATEMENT OF PROBABLE CONSTRUCTION COST:\The "Statement of Probable Construction Cost" shall mean the detailed`-estimate prepared by Consultant in Construction Standard Index(CSI)format or other format`approved by the-Project Administrator,which includes the Consultant's estimated totaF construction cost.to\the City of the Work for the Project (as established in the Contract Documents;as ithey may be amended from time to time). The Statement of Probable Construction\Cost-st all Abe in sufficient detail to identify the costs of each element of the Project and include a-breakdown-of the fees, general conditions and construction contingency for the Project Costs shall'be adjusted to the projected bid date to take into account anticipated price escalation. ,- WORK: Work shall mean°all labor„materials, equipment, supplies, tools, machinery, utilities, fabrication;.transportation insurance, bonds, permits and conditions thereof, building code v changes and government approvals, licenses, tests, quality assurance and/or quality control inspections and-related certifications, surveys, studies, and other items, work and services that are necessaryor appropriate'for the total construction, installation, and functioning of the Project, together with all additional, collateral and incidental items, and work and services required for delivery of a;completed, fully functional and functioning Project as set forth in the Contract Documents. ;( ARTICLE 2. BASIC SERVICES 2.1 The Consultant shall provide Basic Services for the Project, specifically described in the Consultant Service Order. 2.2 The Services will be commenced by the Consultant upon receipt of a written Consultant Service Order signed by the City Manager or the Project Administrator. Consultant shall 8 DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 countersign the Consultant Service Order upon receipt and return the signed copy to the City. 2.3 As it relates to the Services and the Project, Consultant warrants and represents to the City that it is knowledgeable of and shall comply with all Applicable Laws. The Consultant agrees to comply with all Applicable Laws,whether now in effect or as may be amended or adopted from time to time and shall further take into account all known pending changes to the foregoing of which it should reasonably be aware. 2.4 The Consultant warrants and represents to the City that all of the Services required under this Agreement shall be performed in accordance with the standard of car •neormally exercised in comparable projects in South Florida. Consultant warrants and represents to.the City that it is experienced, fully qualified, and properly licensed (pursuant to Applicable Laws);to perform the Services. Consultant warrants and represents to the City that it isresponsible-for'the technical accuracy of the Services. ,, \, 2.5 The Consultant's Basic Services may consist of various tasks, including.planning, design,. bidding/award, preparation of a DCP, studies, construction administration,"and Additional Services(as may be approved),all as further described in the.Consultant Servicebrder;and shall also include any and all of Consultant's responsibilitie a d`oblrgations with respect to the Project, as set forth in the General Conditions of the Contract forConstruction. 2.6 RESPONSIBILITY FOR CLAIMS:AND LIABILITIES: No action or omission by City shall waive or excuse Consultant's obligations,.under the Agreement and/or other Contract Documents and that Consultant shall remain fully liable\fog all work performed by Consultant including,without limitation, any design errors or omissions (if�applicable to`the services performed by Consultant). Written decisions and/or approvals issued b`y,#he\City shall not constitute nor be deemed a release of the responsibility and liability`of-the Consultant''(orany subconsultants), for the accuracy and competency of the Services, rfO hall any City approval and/or decisions be deemed to be an assumption of such responsibility' by the-:City`for a`defect, error or omission in the Services. Moreover, neither the City's inspection,,review;approval or acceptance of, nor payment for, any Services required u der.4he Agreemerit,,shall be construed to relieve the Consultant (or any subconsultant)of its obligations and responsibilities under the Agreement, nor constitute a waiver of any of the City's rights under the Agreement, or of any cause of action arising out of the performance of the Agreem°ent.`The''Consultant shall be and remain liable to the City in accords cn a-with Applicable�Laws for all damages to City caused by any failure of the Consultant or to comply with the terns and conditions of the Agreement or by the Consultant's misconduct, unlawfULacts,.negligent act errors or omissions in the performance of the Agreement. 2.7 TIME: It is understood that time is of the essence in the completion of the Project and, in this respect, the parties agree as follows: 2.7.1 Term: The term of this Agreement shall commence upon execution by the City and Consultant, which shall be the Effective Date referred to on page 1 hereof, and shall be in effect for three (3) years ("Initial Term"), plus two (2), one (1) year renewal options, to be exercised at the sole discretion of the City Manager (Initial Term and any renewals shall be collectively referred to as the "Term"). Notwithstanding the preceding Term, Consultant shall adhere to any and all timelines and/or deadlines, as set forth in the Consultant Service Order, including the time for completion of the work and/or services for such Project(as set forth in the particular Consultant Service Order). 9 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 2.7.2 The Consultant shall perform the Services as expeditiously as is consistent with the standard of professional skill and care required by this Agreement, and the orderly progress of the Work. 2.7.3 Recognizing that the construction of other projects within the City may affect scheduling of the construction for the Project, the Consultant shall diligently coordinate performance of the Services with the City (through the Project Administrator) in order to provide for the safe, expeditious, economical and efficient completion of the Project, without negatively impacting concurrent work by others. 2.7.4 The Services shall be performed in a manner that shall,conform to the Consultant Service Order. The Consultant may submit requests for an adjustment toithe Consultant Service Order completion time, if made necessary because of undue delays resulting from untimely review taken by the City (or authorities.having jurisdiction over the Project) to approve the Consultant's submissions, or any other portion of tfie;Services!requiring approval by the City (or other governmental authorities having jurisdiction`over the Project). Consultant shall immediately provide the Project Administrator witritten notice stating the reason for the particular delay;the requested h-w `adjustment(`e. extension)to the Project Schedule; and a revised anticipated_s he edule of completion/Upon receipt and review of Consultant's request(and suchlther dbcurpentation`as the•Project Administrator may require), the Project Administrator-;may grant a reasonat5le extension of time for completion of the particular work involved and authorize that�;the appropriate adjustment be made to the Project Schedule. The Project Administrator's approval (if granted) shall be in writing. ., 2.8 Consultant shall use its best efforts to ma'ntain a con tructive, professional, cooperative working relationship with theProject,Administrator,,Cbnsultant, and any and all other individuals and/or firms that have been contracted,or otherwise etained, to perform work on the Project. • 2.9 The Consultant shall perfor?h is duties nder this Agreement, and under a Consultant Service Order, in a competent, timely and professional manner, and shall be responsible to the City for any failure in itslperformance, excepfto the extent that acts or omissions by the City make such performance impossible: 2.10 ,The--Consultant ';is responsible for the professional quality, technical accuracy, completeness,performance and coordination of all Services required under the Agreement and under.the Consultant•Service-Order(including the services performed by subconsultants), within the specified time-period and specified cost. The Consultant shall perform the Services utilizing the skill, knowledge, acid judgment ordinarily possessed and used by a proficient consultant with respect to the,disciplines required for the performance of such Services in the State of Florida. The Consultant is responsible for and shall represent to City that the Services conform to the City's requirements, the Contract Documents and all Applicable Laws. The Consultant shall be and remain liable to the City for all damages to the City caused by the Consultant's negligent acts or errors or omissions in the performance of the Services. In addition to all other rights and remedies which the City may have, the Consultant shall, at its expense, re-perform all or any portion of the Services to correct any deficiencies which result from the Consultant's failure to perform in accordance with the above standards. The Consultant shall also be liable for the replacement or repair of any defective materials and equipment and for the cost of the re- performance of any non-conforming construction work resulting from such deficient Services (i) for a period from the Effective Date of this Agreement, until twelve (12) months following final 10 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 acceptance of the Work. The Project Administrator shall notify the Consultant, in writing, of any deficiencies and shall approve the method and timing of the corrections. 2.11 The City shall have the right, at any time, in its sole and absolute discretion, to submit for review to other consultants (engaged by the City at its expense) any or all parts of the Services and the Consultant shall fully cooperate in such review(s). Whenever others are required to verify, review, or consider any Services performed by Consultant (including, without limitation, Consultants, other design professionals, and/or other consultants retained by the City), the intent of such requirement is to enable the Consultant to receive input from/others' professional expertise to identify any discrepancies, errors or omissions that are inconsistent with industry standards relating to comparable projects; or which are inconsistentf*ith Applicable Laws; or which are inconsistent with standards, decisions or approvals provided by the City under this Agreement. Consultant will use reasonable care and skill, in accordance and consistent with customary professional standards, in responding to items identified 'by:other reviewers in accordance with this subsection. Consultant shall receive comments from`reviewers, in'writin . fr„ g Consultant shall address comments forwarded to it in a timely manner. The term,'timely shall be defined to mean as soon as possible under the circumstances, taking into account/the timelines of the Project schedule. t, •• '\ ' .,,4*,`• \ 2.11.1 The Consultant is advised that a-peerf mance evaluation of the Services rendered throughout this Agreement will be completed by,,the City and kept in the City s files for evaluation of future solicitations. /ff \ `\ 2.12 Consultant agrees that when any`portion of the`Services relates to a professional service which, under Florida Statutes, requires a license'certificate o`f-authorization, or other form of legal entitlement to practice and/or perform such.Service(s), it shall employ and/or retain only qualified duly licensed certified personnel to.provide same. 2.13 Consultant agrees to designate, in=writing, within five (5) calendar days after receiving a fully executed Consultant Service Order, a qu`alifed licensed professional to serve as its project manager (hereinafter referred to as\the "Project Manager"). The Project Manager shall be authorized and responsible to.act on belialf26f Consultant with respect to directing, coordinating and administrating all aspects of-the Services. Consultant's Project Manager (as well as any replacement) shall be subject to the prior written approval of the City Manager or the Project AdministratorrReplacement (including reassignment) of an approved Project Manager shall not be made without the priormritten approval of the City Manager or his designee (i.e. the Project Administrator).-- - -i 2.13.1 Consultant agrees, within fourteen (14) calendar days of receipt of written notice from the City Manager or the Project Administrator (which notice shall state the cause therefore);to-promptly remove and replace a Project Manager, or any other personnel employed'or otherwise retained by Consultant for the Project(including,without limitation, any subconsultants). 2.14 Consultant agrees not to divulge, furnish or make available to any third party(ies), any non-public information concerning the Services or the Project,without the prior written consent of the City Manager or the Project Administrator, unless such disclosure is incident to the proper performance of the Services; or the disclosure is required pursuant to Florida Public Records laws; or, in the course of judicial proceedings, where such information has been properly subpoenaed. Consultant shall also require subconsultants to comply with this subsection. 11 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 2.15 The City and Consultant acknowledge that the Services, as described in the Agreement and the Consultant Service Order, do not delineate every detail and minor work task required to be performed by Consultant to complete the work and/or services described and delineated under a Consultant Service Order issued to Consultant by the City for a particular Project. If, during the course of performing work, services and/or tasks on a particular Consultant Service Order, Consultant determines that work and/or services should be performed (to complete the Project delineated under such Order)which is, in the Consultant's reasonable opinion, outside the level of effort originally anticipated in the Consultant Service Order, then Consultant shall promptly notify the Project Administrator, in writing, and shall obtain the Project-Administrator's written consent before proceeding with such work and/or services. If Consultant proceeds with any such additional work and/or services without obtaining the prior written consent_of the Project Administrator, said work and/or services shall be deemed to be a,Basic Service under this Agreement and shall also be deemed to be within the scope of services\delineated\in the Consultant Service Order(whether or not specifically addressed in the Scope of,Services). Mere notice by Consultant to the Project Administrator shall not,constitute authorizatio`or,ap'proval by the City to perform such work. Performance of any such work and/or serOces.;by Consultant without the prior written consent of the Project Administratorsh'all be undertaken et Consultant's sole risk and liability. f; `w, ;) �, ( `` / 2.16 Consultant shall establish, maintain,,and categorize any and\all,Project documents and records pertinent to the Services and shall;provide,the,,City, upon request, with copies of any and all such documents and/or records. In addition, Consultant shall provide electronic document files to the City upon completion of the Project`l `•�� 2.17 THE CITY HAS NO OBLIGATION\TO`ASSIST, FACILITATE AND/OR PERFORM IN ANY WAY THE CONSULTANT'S. OBLIGATIONS UNDER THE AGREEMENT OR OTHER • CONTRACT DOCUMENTS. 's;tif.HE CITYoS PARTICIPATION, FACILITATION AND/OR ASSISTANCE TO THE CONSULTANT-SHALL BEAT ITS SOLE DISCRETION AND SHALL NOT, IN ANY WAY, BE CONSTRUED;`-INTERPRETED AND/OR CONSTITUTE AN ASSUMPTION BY\ THE CITY OF' CONSULTANT'S OBLIGATIONS, A WAIVER OF CONSULTANT'S OBLIGATIONS AND/OR:EXCUSE ANY BREACH BY CONSULTANT OF ITS OBLIGATIONS UNDER THE CONTRACT DOCUMENTS. THE PARTICIPATION IN THE PERFORMANCE OF ANY OF CONSULTANT'S OBLIGATIONS SHALL NOT PRECLUDE THE CITY FROM DECLARING�ONSUL'TANT IN DEFAULT FOR CONSULTANT'S FAILURE TO PERFORM SUCH OBLIGATION, NOR SHALL IT LIMIT, IN ANY WAY, THE CITY'S RIGHTS AND REMEDIES—IN CONNECTION THEREWITH. THE CONSULTANT EXPRESSLY ACKNOWLEDGES AND AGREES NOT TO RAISE OR ASSERT AS DEFENSE TO ANY CLAIM,ACTION,SUIT AND/OR OTHER PROCEEDING OF A SIMILAR NATURE,THE CITY'S PARTICIPATION, ASSISTANCE AND/OR_ FACILITATION IN THE PERFORMANCE OF CONSULTANT'S;OBLIGATIONS. INCLUDING, WITHOUT LIMITATION, ASSISTING WITH OBTAINING PERMITS OR WITH COORDINATION WITH UTILITIES, OR OTHER MATTERS RELATED TO THE PROJECT. IN THE EVENT OF ANY CONFLICT BETWEEN THIS SECTION AND/OR ANY OTHER PROVISION OF THIS AGREEMENT OR OTHER CONTRACT DOCUMENTS,THIS SECTION SHALL GOVERN. 2.18 GREEN BUILDING STANDARDS: If applicable, the Consultant shall comply with the requirements of Section 255.2575, Florida Statutes, and Chapter 100 of the City Code, as both may be amended from time to time, addressing applicable Leadership in Energy and Environmental Design (LEED) compliance requirements. 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 2.19 SUBCONSULTANTS: All services provided by subconsultants shall be consistent with those commitments made by the Consultant in its Proposal and during the competitive solicitation selection process and interview. Such services shall be undertaken and performed pursuant to appropriate written agreements between the Consultant and the subconsultants, which shall contain provisions that preserve and protect the rights of the City under this Agreement. Nothing contained in this Agreement shall create any contractual relationship between the City and the subconsultants. The Consultant shall not retain, add, or replace any subconsultant without: the prior written approval of the City Manager, in response to a written request from the Consultant stating the reasons for any proposed substitution. The Consultant shall cause tIieCnames of,subconsultants responsible for significant portions of the Services to be inserted on the,plane.and specifications. The Consultant shall be ultimately responsible for ensuring the Consultant's and,,%all of its subconsultants' compliance with the requirements of this,.Section and any other provision of the Agreement and/or Consultant Service Order. With respect to the performance"of work by subconsultants, the Consultant shall, in approving_and"accepting such\work, ensure the professional quality, completeness, and coordination.ofthe subconsultants work. \, P The Consultant shall, upon the request of the-C ty,,subrn t to the City uch documentation and information as the City reasonably requests to evidence-the creation;standing, ownership and professional licensure of the Consultant (and',subconsultants), including organizational documents, operating agreements and professional licensure documentation, and copies of the Consultant's contracts with the subconsultant`with respect to the Project. However, the City's failure to request such documentation or evidencee end/or failure to enforce in any way the terms and provisions of this Sections;the:Agreemerit\and/or'any other Consultant Service Order during , we the Project does not excusealvand/or,condor/in any way any noncompliance of the requirements set forth therein eluding,, '.without limitation, the professional licensure requirements. Any approval of a`subconsultant by the City shall in no way shift from the Consultant to City tiie`responsibility for the quality and acceptability of the services performed by the subconsultant. Payment-of subconsultants shall be the sole responsibility of the Consultant and shall not be cause\for any Increaseln compensation to the Consultant for payment of the Services. .. ) ARTICLE 3. THE CITY'S RESPONSIBILITIES 3.1 The City Manager shall designate a Project Administrator, who shall be the City's authorized representefive to act on City's behalf with respect to the City's responsibilities or matters requiring,City s approval under the Contract Documents. The Project Administrator shall be authorized.(without limitation) to transmit instructions, receive information, and interpret and define City policies and decisions with respect to the Services and the Project. The Project Administrator shall have full authority to require the Consultant to comply with the Contract Documents, provided, however, that any failure of the Project Administrator to identify any noncompliance, or to specifically direct or require compliance, shall in no way constitute a waiver of, or excuse, the Consultant's obligation to comply with the requirements of the Contract Documents. 3.2 The City shall make available to Consultant, for the convenience of the Consultant only, 13 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 information that the City has in its possession pertinent to the Project. Consultant hereby agrees and acknowledges that, in making any such information available to Consultant, the City makes no express or implied certification, warranty, and/or representation as to the accuracy or completeness of such information and assumes no responsibility whatsoever with respect to, the sufficiency, completeness or accuracy of such information. The Consultant understands, and hereby agrees and acknowledges, that it is obligated to verify to the extent it deems necessary all information furnished by the City, and that it is solely responsible for the accuracy and applicability of all such information used by Consultant. Such verification shall include, without limitation, visual examination of existing conditions in all locations encompassed by the Project, where such examination can be made without using destructive measures~(i.e. excavation or demolition). Survey information shall be spot checked to the extent that%Consulttant has satisfied itself as to the reliability of the information. f f, 3.3 At any time, in his/her sole discretion, the City Manager may furnish accounting, and insurance counseling services for the Project (including, without limitation;auditing services to verify the Consultant's applications for payment, or to ascertain that Consultant_has'properly remitted payment due to its subconsultants or vendors) `1/4,. \ n �; / 1'� 3.4 If the City observes or otherwise becomes,awre'of any fault or defect in the Project, or non-conformance with the Contract Documents;the City;through'tliee,Project Administrator, shall give prompt written notice thereof to the Consultant. �s•,4� �,.. .� 3.5 The City, acting in its proprietary capacity as Owner and not in its regulatory capacity,shall render any administrative approvals and`decisins required under this Agreement, in writing, as reasonably expeditious for the orderly progress of the Services'and of the Work. 3.6 The City Commission shall-be the fi al authority;to d or to approve the following actions or conduct, by passage of an enabling resolution or amendment to this Agreement: 3.6.1 The City Commission shall be the`b dy to consider, comment upon, or approve any assignment, sale,.transfer or subletting of this Agreement. Assignment and transfer shall be defined to`also.,ni elude sale of the-`majority of the stock of a corporate consultant. \\ i� 3.6.2 Contract Amendments'shall be approved in accordance with Contract Approval ,Authority Procedure 03.02 or as amended. 3.7 :Except-where-othe\ise expressly noted in this Agreement, the City Manager shall serve as the City's primaey representative to whom administrative (proprietary) requests for decisions and approvals required hereunder by the City shall be made. Except where otherwise expressly noted in this Agreement or the Contract Documents, the City Manager shall issue decisions and authorizations whicl -'may include, without limitation, proprietary review, approval, or comment upon the schedules, plans, reports, estimates, contracts, and other documents submitted to the City by Consultant. 3.7.1 The City Manager shall have prior review and approval of the Project Manager (and any replacements) and of any subconsultants (and any replacements). 3.7.2 The City Manager shall decide and render administrative (proprietary) decisions on matters arising pursuant to this Agreement which are not otherwise expressly provided for in this Agreement. In his/her discretion, the City Manager may also consult with the 14 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 City Commission on such matters. 3.7.3 At the request of Consultant, the City Manager shall be authorized, but not required, to reallocate monies already budgeted toward payment of the Consultant; provided, however, that the Consultant's compensation (or other budgets established by this Agreement) may not be increased without the prior approval of the City Commission, which approval (if granted at all) shall be in its sole and reasonable discretion. 3.7.4 Contract Amendments shall be approved in accordance with\Contract Approval Authority Procedure 03.02 or as amended. 3.7.5 The City Manager may, in his/her sole discretion,form a c ommittee°or committees, or inquire of, or consult with, persons for the purpose 'of receiving 'advie and recommendations relating to the exercise of the City's powers, duties and responsibilities under this Agreement or the Contract Documents. •`..\�� /'/ � `._; 3.7.6 The City Manager shall be the City Commission's authorized repress' ntative with regard to acting on behalf of the City in the event of•issuing any defaultmotice(s) under this Agreement, and, should such default.remam`uncured;"in terminating the Agreement (pursuant to and in accordance with Article 10 hereof). \\;\ 3.8 The City's review, evaluation, or'cotnment a's•,to any documents prepared by or on behalf of the Consultant shall be solely for the purpose of the City's determining for its own satisfaction the suitability of the Project, or portions thereof;.,detailed...insuch documents for the purposes intended therefor by the City, and may not';be relied uponfin any way by the Consultant or any other third party as a substantive review thereof. \N 1 ARTICLE 4. RESPONSIBILITY FOR ONSTRUCTION COST 4.1 The City shall establish a Construction'Cost Budget for the Project, as set forth in the Consultant Service 'O'rder-.\Consultant'shall;design the Project so that the Construction Cost Budget for the Project istinot;exceeded. As part of the Basic Services, Consultant shall design and/or re-design the Project"to1he Construction Cost Budget in accordance with this Article 4, making all revisions necessary to maintain the Construction Cost Budget. Consultant shall attend meetings withthe City.\to review `and discuss cost estimates, cost-saving alternatives, and implementation or revisionnof the Design Documents and Construction Documents to address such Items,as`lnecesary`)to%meet the established budget parameters set.forth in the City Construction-Budget: ti 4.2. Consultant shaft provide and/or update the Statement of Probable Construction Cost at each stage of completion of the Design Documents and at completion of the Construction Documents, unless otherwise specified in a written directive of the Project Administrator. 4.2.1. At completion of the conceptual design (at such stage of completion of the Design Documents as may be specified by the Project Administrator), Consultant shall provide the City a Statement of Probable Construction Cost,which must include an estimated Construction Cost for the Project within a range of plus or minus fifteen percent (+/-15%) of the Construction Cost Budget. If at the foregoing stage of design, the Consultant's Statement of Probable Construction Cost exceeds the City's Construction Budget by more than fifteen percent(15%),then the Project 15 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Administrator shall provide notice thereof to the Consultant. Consultant shall then identify the cause(s) for the difference and recommend in writing for the City's approval any modification in the Design Documents necessary to conform to the Consultant's estimated total costs in the Statement of Probable Construction Cost to within fifteen percent(15%)of the City's Construction Budget. Upon obtaining City's approval of any proposed modifications, Consultant shall incorporate such modifications within the Design Documents as part of the Basic Services and at no additional cost to the City. 4.2.2. At the 30%and 60%completion of the Design Documents, Consultant shall update its Statement of Probable Construction Cost, which must include an estirnated`Construction Cost for the Project within a range of plus or minus ten percent (+/-10%),of the Construction Cost Budget. If at the foregoing stages of design,the Consultant's Statementtof Probable Construction Cost exceeds the City's Construction Budget by more than ter' percent 00674 the, Project Administrator shall provide notice thereof to the Consultant. Consultant shall then identify the cause(s) for the difference and recommend in writing for the City's approval.,any modification in the Design Documents necessary to conform to the Consultant's estimated�total,costs in the Statement of Probable Construction Cost to within tenepperpent (10%) of the City s'Construction Budget. Upon obtaining City's approval of any proposedrodifications, Consultant shall incorporate such modifications within the Design Documents as,part of the Basic Services and at no additional cost to the City. -'i 4.2.3. At the 90% stage completion of the;Design Documents and at completion of the Construction Documents, Consultant shll''update its Statement of Probable Construction Cost, which must include an estimated Constructioi Cost for'th'Project within a range of plus or minus five percent (+/-5%) of the Construction Cost,Budget. If`at'the foregoing stages of design, the Consultant's Statement of Probable Construction Cost exceeds the City's Construction Budget by more than five percent ,(5%); the Project\Administrator shall provide notice thereof to the Consultant. Consultant shall then--identify the causes) for the difference and recommend in writing for the City's approval any modification in the'Design Documents necessary to conform to the Consultant's estimated total costs;-in the Statement of Probable Construction Cost to within five percent (5%) of-the City's Construct on Budget. Upon obtaining the City's approval, Consultant shall prornptly odify the Design Documents or Construction Documents within the time period specified by the Project.Administrator (which time period for completion shall not exceed ninety (90) days lfrorn'the date/Consultant is notified to re-design), as part of the Basic Services and at no additional cost td'the City. 4.2 44..:To-ensure tl at,the Construction Cost shall not exceed the City's Construction Budget;,each Statement of Probable Construction Cost shall be in sufficient detail to identify the costs of each element and include a breakdown of the fees; general conditions and a reasonable and appropriate construction contingency. 4.3. Consultantshall certify and warrant to the City that the Statement of Probable Construction Cost and any update thereto, represents Consultant's best judgment of the Construction Cost for the Project as an experienced design professional familiar with the construction industry, provided, however,that Consultant cannot(and does not)guarantee that bids or negotiated prices will not vary from any estimates of Construction. Cost or other cost evaluation(s) prepared (or otherwise provided) by Consultant. • 4.4 If the lowest and best Base Bid exceeds the Consultant's final updated Statement of Probable Cost by more than ten percent (10%), the Project Administrator shall provide notice 16 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 thereof to the Consultant, and the Consultant shall re-design the Project within the Project Scope, construction schedule, sequence of Work, or such other action, as deemed necessary, to reduce the Statement of Probable Construction Cost, and Consultant shall provide any required revisions to the Contract Documents (including, without limitation, the Construction Documents)within the time period specified by the Project Administrator (which time period for completion shall not exceed ninety (90) days from the date Consultant is notified to re-design), and shall provide re- bidding services, as many times as may be reasonably requested by the City, as part of the Basic Services and at no additional cost to the City, in order to bring any resulting, responsive and responsible bids within ten percent(10%)of the Consultant's final updated Statement of Probable Cost. /✓' �' it M 4.5. The Construction Cost Budget shall not be exceeded without )fully justifiable, extraordinary, and unforeseen circumstances (such as Force Majeure)'whicl'are. beyond the control of the parties. Any expenditure above this amount shall besutiject to prior City Commission approval which, if granted at all, shall be at thesole and reasonable discretion of the City Commission. The City Commission shall have no obligation to approve'an.increase in the Construction Cost Budget and, if such Construction-- Cost Budget is ,exceeded, the City Commission may,at its sole and absolute discretion,terminate,this Agreement4and the remaining Services)without any further liability to the City. ,! _ ,.� . 4.6. The City Commission may, at its soleand abs,, olute disctetio(and without relieving Consultant of its obligations under this Agrement4 &design the Project to the Construction Cost Budget as set forth in Sections 4.1 through 4.5 above, separately elect any of the following options: (1) approve an increase to the Construction Cost\Budget; (2) reject all bids, and (at its option) authorize rebidding of the Project;\(3).abandon the'Project and terminate the remaining Services without any further liability to the City;`(4)'select as many deductive alternatives as may be necessary to bring the lowest-and best bid\wittiin the-Construction Cost Budget. ARTICLE 5:-ADDITIONAL SERVICES 5.1 Additional Services.shall only lietiperformed by Consultant following receipt of written authorization by the,;Projecf7-Administrator (which authorization must be obtained prior to commencement of any\such�.additional work by Consultant). The written authorization shall contain a description of the Addition lServices required; a lump sum to be negotiated at the time of the request for additional services or a fee(in accordance with the rates in Schedule"C"hereto), with a,1Not to Exceed" amount Reimbursable Expenses (if any)with a "Not to Exceed" amount; the amended-Construction Cost Budget (if applicable); the time required to complete the Additional Services;`and an amended Project Schedule(if applicable). "Not to Exceed"shall mean the maximum cumulative fees allowable(or, in the case of Reimbursable Expenses,the maximum cumulative expenses allowable), which the Consultant shall not exceed without further written authorization of,the`Project Administrator. The "Not to Exceed" amount is not a guaranteed maximum cost for the additional work requested (or, in the case of Reimbursables, for the expenses), and all costs applicable to same shall be verifiable through time sheets (and, for Reimbursables, expense reviews). 5.2 Additional Services include the following: 5.2.1 Appraisals: Investigation and creation of detailed appraisals and valuations of existing facilities, and surveys or inventories in connection with construction performed 17 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 by City. 5.2.2. Unforeseen Conditions. Providing additional work relative to the Project which arises from subsequent circumstances and causes which could not reasonably have been foreseen at the time of execution of this Agreement (excluding conditions determined by all prior studies available to Consultant and excluding circumstances and causes resulting from error, omission, inadvertence, or negligence of Consultant). 5.2.3. City-Requested Revisions to Construction Documents: Making revisions to Construction Documents resulting in or from City-requested changes'in Scope of Work involving new program elements, when such revisions are;inconsistent with written approvals or instructions previously given by City and/or aredue to causes beyond the control of Consultant. 5.2.4 Expert Witness: Except insofar as the Consultant is required_by\legal process or subpoena to appear and give testimony, preparing,toserve or serving as,gn.expert witness in connection with any state or federal court action. o which the Consultant.is not a party in its own name,that is not instituted by the Consultant or,i which the\performance of the Consultant is not in issue. 5.2.5 Procurement: Assistance in.connection with bid\prote'sts, re-bidding, or. re- negotiating contracts (except for Contract Document revisions/and re-bidding services required under Section 4.4 hereof;which shall`O provided at-no additional cost to City). \,. . 5.2.6. Models: Preparing professonaliperspectives, models or renderings in addition to those provided for in this Agreemenf"except insofas these are otherwise useful or necessary to the Consultant in the provis r a ion�of Basic Services. 5.2.7. Threshold Inspection/Materia Testing and Inspection: Providing threshold inspection services and 'material testing/special inspection services, provided that Consultant, s,part of the BasicServices;'shall report on the progress the Work, including any defects anddeficiencies thet-may,be observed in the Work. 5.2.8 Pre-Design Survevs-&-Te t nq: Environmental investigations and site evaluations, provided, however,./that surveys of the existing structure required to complete as-built ,documentation arecnot additional services. 5.2 9 Geotechnical engineering. Providing geotechnical engineering services or site ,surveys. ✓ V I, 5.3 Additional services may be requested by the City using a Consultant Service Order(CSO). For each propgsed:Consultant Service Order, Consultant shall provide the City with a cost proposal on a lump sum or not-to-exceed basis, based on the fee schedule set forth in Schedule "C" hereto. Consultant Service Order shall be executed in accordance with Contract Approval ' Authority Procedure 03.02 or as amended. Any CSO not executed in accordance herewith shall be null and void. Except as specified herein, services that are required for completion of the Construction Documents shall be part of Consultant's Basic Services. Reimbursable Expenses and/or Contingency are allowance(s) set aside by the City and shall 18 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 include actual expenditures (no markups allowed) made by the Consultant in the interest of the Project, provided such expenses are authorized in advance by the City. The Reimbursable Expenses and/or Contingency allowance(s), as specified herein, belongs to, and shall be controlled by the City (i.e. unused portions will be retained by the City and shall not be paid to Consultant). Notwithstanding the above, any Reimbursable Expenses must be authorized, in advance, in writing, by the City Manager or corresponding Department's Director. Invoices or vouchers for Reimbursable Expenses shall be submitted to the corresponding Department's Director (along with any supporting receipts and other back-up material required to support'the>amount invoiced, and as requested by the corresponding Department's Director).Consultant shallcertify as to each such invoice and/or voucher that the amounts and items claimed as'reirnbursable,are "true and correct and in accordance with the Agreement."Only actual amounts incurred and paid (requiring proof of payment) by the Consultant shall be invoiced,without any markups and/or additio/ns. /1 \ =i ARTICLE 6. REIMBURSABLE,EXPENSES :1`,„. t (. 6.1 Reimbursable Expenses must be authorized, it ad ance, in wrifing,�by the Project Administrator. Invoices or vouchers for Reimbursable-Expenses•s)iall be submitted to the Project Administrator (along with any supporting receipts and 'other back=upi`-rnat ral requested by the Project Administrator). Consultant shall certify as'to each,'such invoice'and/or voucher that the amounts and items claimed as reimbursable are'°trueand correct and in accordance with the Agreement." Reimbursable Expenses may-include, but not be limited to, the following: • Cost of reproduction, courier4,and\postag,e,,.and handling of drawings, plans, specifications, and other Project dccuments(excluding reproductions for the office use of the Consultant-and its'subconsultants, and courier, postage and handling costs between thaConsultant,and its subconsultants). • Costs-for reproduction and preparation of graphics for community workshops. • Permit'fees-required by City'of Miami Beach regulatory bodies having jurisdiction over the';P,rojecti(i:e.;City%permit fees). ARTICLE 7. COMPENSATION FOR SERVICES 7.1 Consultant's "Lump Sum"or"Not to Exceed"fee for provision of the Services, or portions thereof, as may be setforth and described in the Consultant Service Order attached hereto as Schedule"A",ssued:for a particular Project, shall be negotiated between the City and Consultant, and shall be set forth in the Consultant Service Order. 7.2 Payments for Services shall be made within forty-five (45) calendar days of receipt and approval of an acceptable invoice by the Project Administrator. Payments shall be made in proportion to the Services satisfactorily performed, so that the payments for Services never exceed the progress percentage noted in the Consultant's Progress Schedule (to be submitted with each invoice). No mark-up shall be allowed on subcontracted work. In addition to the invoice, the Consultant shall, for Hourly Rate authorizations, submit a progress report giving the percentage of completion of the Project and the total estimated fee to completion. 19 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 7.3 Approved Additional Services shall be compensated in accordance with the hourly billing rates set forth in Schedule"B," attached hereto. Any request for payment of Additional Services shall be included with a Consultant payment request. No mark-up shall be allowed on Additional Services (whether sub-contracted or not). 7.4 Approved Reimbursable Expenses shall be paid in accordance with Article 6 hereto, up to the "Not to Exceed" Reimbursable allowance amount set forth in Schedule A-1 or Consultant Service Order(as applicable). Any request for payment of Reimbursable Expenses shall also be included with Consultant's payment request. No mark-up shall be allo e"dhon Reimbursable Expenses. //\\ 7.5 ESCALATION: The initial hourly rates set forth in Schedule B shall remain constant for the Initial Term of the agreement. Ninety(90)days prior to expiration of the Initial Term,,the City Manager may consider an adjustment to the preceding years unit costs for the'subsequent year. Any such adjustments, if any, shall be based on a corresponding increase in`the Consumer Price Index for All Urban Consumers; U.S. City average (1982-84=400), as established by the United l_adju States Bureau of Labor Statistics("CPI"), or materiastments to the scopeor requirements of the RFQ by the City, including (but not limited to)'Iiving wage increases, provided, however, that in no event shall any annual increase exceed three pernt (3%): In/the event that the City Manager determines that the requested,,increase�4 unsubcestantiatedl;'the Consultant agrees to perform all duties at the current cost terms'', 7.6 No retainage shall be made fromthe Consultants compensation on account of sums withheld by the City on payments to Consultant'\\ _ ate 7.7 METHOD OF BILLINGS ANDS-PAYMEN iv Consultant shall invoice the Project Administrator in a timely manner,but\no mono than o ce on a monthly basis, per project. Invoices shall identify/include the nature and\extent ofthe work performed; the total hours of work performed by employee-category; and the respective hourly billing rate associated therewith. In the event sub-consultant w_ork,is used, the percentage of completion shall be identified. Invoices shall also itemize anddsummarize`anyfAdditional Services and/or Reimbursable Expenses. A copy of the'swritten approya/of the••1:1,ject Administrator for the requested Additional Service(s) or Reimbursable Expense(s) shall accompany the invoice. \\ Invoices(.( City at the following address: Accounts Payable: payablesCa�miamibeachfl.gov 7.7.1 Itieq ested, Consultant shall provide back-up for past and current invoices that records hours for all work(by employee category), and cost itemizations for Reimbursable Expenses (by category). ARTICLE 8. CONSULTANT'S ACCOUNTING AND OTHER RECORDS 8.1 All books, records(whether financial or otherwise),correspondence,technical documents, and any other records or documents related to the Services and/or Project will be available for examination and audit by the City Manager, or his/her authorized representatives, at Consultant's 20 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 office (at the address designated in Article 15 [ Notices ]), during customary business hours. All such records shall be kept at least for a period of three (3)years after Consultant's completion of the Services. Incomplete or incorrect entries in such records and accounts relating personnel services and expenses may be grounds for City's disallowance of any fees or expenses based upon such entries. Consultant shall also bind its subconsultants to the requirements of this Article and ensure compliance therewith. ARTICLE 9. OWNERSHIP OF PROJECT DOCUMENTS 9.1 All notes, correspondence, documents, plans and specifications;designs, drawings, renderings, calculations, specifications, models, photographs, reports;surveys, investigations, and any other documents (whether completed or partially completed),and copyrights thereto for Services performed or produced in the performance of this Agreement;°or relete'd to the\Project, whether in its native electronic form, paper or other hard copy medium orrin.celectronic medium, except with respect to copyrighted standard details and designs owned by\the Consultant or owned by a third party and licensed to the Consultant for u`se and reproduction;shall;become the property of the City. Consultant shall deliver all such documents to the Project Administrator in their native electronic form, as required in the Consultant Service\Order within thirty (30) days of completion of the Services (or within thirty (30)/days.,of expiration\or earlier'termination of this Agreement as the case may be). However,the,City\may grant an ezclusiv_e license of the copyright to the Consultant for reusing and reproducing,-,copyrighted materials''or portions thereof as authorized by the City Manager in advance and inventing, In addition, the Consultant shall not disclose, release, or make available anydocument to ariy4third party without prior written approval from the City Manager. The Consultant shall,wmarrant to the'Ci ythat it has been granted a license to use and reproduce any standard details and\.designs downed by a third party and used or reproduced by the Consultant-in the performance of this,Agreement. Nothing contained herein shall be deemed to exclude any„document from Cliapter1119, Florida Statutes. 9.2 The Consultant is permitted'to reproduce\copyrighted material described above subject to prior written approval,of the City Manager. 9.3 At the City's option,_tFie-Consultant may be authorized, as an Additional Service, to adapt copyrighted material for'additional or.other work for the City; however, payment to the Consultant for such adaptations will.'be limited-to an amount not greater than 50% of the original fee earned to adapt,the original copyrighted material to a new site. 9.4 The,.City"`sh`alb.have,the right to modify the Project or any components thereof without permission:_from-theConsultant or without any additional compensation to the Consultant. The Consultant shall be released from any liability resulting from such modification. 9.5 The Consultant shall bind all subconsultants to the Agreement requirements for re-use of plans and specifications. ARTICLE 10. TERMINATION OF AGREEMENT 10.1 TERMINATION FOR LACK OF FUNDS: The City is a governmental entity and is subject to the appropriation of funds by its legislative body in an amount sufficient to allow continuation of its performance in accordance with the terms and conditions of this Agreement. In the event there is a lack of adequate funding either for the Services or the Project(or both),the City may terminate 21 DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 this Agreement without further liability to the City. 10.2 TERMINATION FOR CAUSE: The City, through the City Manager, may terminate this Agreement for cause, upon written notice to Consultant, in the event that the Consultant (1) violates any provision of this Agreement or performs same in bad faith; (2) unreasonably delays the performance of the Services or any portion thereof; or (3) does not perform the Services or any portion thereof in a timely and satisfactory manner. In the case of termination for cause by the City, the Consultant shall first be granted a thirty (30) day cure period (commencing upon receipt of the initial written notice of default from the City). 10.2.1 In the event this Agreement is terminated for cause by th City,the City, at its sole option and discretion, may take over the remaining Services\and complete them by contracting with another consultant(s), or otherwise. The Consultant shalllbbe liable to the City for any additional cost(s) incurred by the City due to such termination. "Additional Cost" is defined as the difference between the actual cost of compl`etio'n,of the/Services, and the cost of completion of such Services had the(Agreement not been terminated. \\\ f. 10.2.2 In the event of termination for cause by the City,,the City shall o\lyte obligated to pay Consultant for those Services satisfactorilyperformed and accepted prior to the date of termination (as such date is set forth/An, or'can be calculated from, the City's initial written default notice). Upon payment-of''any arnount which,may be due to Consultant pursuant to this subsection 10.2.2,the City shall have no further liability to Consultant. 10.2.3 As a condition precedent,to release`of any payment which may be due to Consultant under subsection 10.2. ,\the'Consultant shall promptly assemble and deliver to the Project Administrator any and,all\Project documents prepared (or caused to be prepared) by Consultant (including, without limitation, those referenced in subsection 9.1 hereof). The City shall not b res`ponsible/for any cost incurred by Consultant for assembly, copy, and/or delivery of-Project documents pursuant to this subsection. 10.3 TERMINATION®FOR CONVENIENCE: In addition to the City's right to terminate for cause,the City through`the City,,Manager;ay also terminate this Agreement, upon fourteen (14) days prior written notice,,to Consultant,for1convenience,without cause,and without penalty,when (in its sole discretion) it�deenis such�termination to be in the best interest of the City. In the event • the City terminates the ArdreemenPfor convenience, Consultant shall be compensated for all Services satisfactorily performed and accepted up to the termination date(as set forth in the City's written'notice),-and-for Consultant's costs in assembly and delivery to the Project Administrator of the Project documents (referenced.in subsection 10.2.3 above). Upon payment of any amount which may be due to`Consultant pursuant this subsection 10.3, the City shall have no further liability to Consultant..`1 \ 10.4 TERMINATION BY CONSULTANT: The Consultant may only terminate this Agreement for cause, upon thirty (30) days prior written notice to the City, in the event that the City willfully violates any provisions of this Agreement or unreasonably delays payment of the Services or any portion thereof. In the event of a termination for cause by Consultant,the City shall pay Consultant for any Services satisfactorily performed and accepted up to the date of termination; provided, however,that the City shall first be granted a thirty(30)day cure period(commencing upon receipt of Consultant's initial written notice). 10.4.1 The Consultant shall have no right to terminate this Agreement for convenience. 22 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 10.5 IMPLEMENTATION OF TERMINATION: In the event of termination(whether for cause or for convenience), the Consultant shall immediately, upon receipt of the City's written notice of termination: (1) stop the performance of Services; (2) place no further orders or issue any other subcontracts, except for those which may have already been approved, in writing, by the Project Administrator; (3) terminate all existing orders and subcontracts; and (4) promptly assemble all Project documents (for delivery to the Project Administrator). ARTICLE 11. INSURANCE Insurance requirements will be determined on a project by project basis at the time of Consultant Service Order (CSO). /4 11.1 The maintenance of proper insurance coverage is a material element;of the Agreement and failure to maintain or renew coverage may be treated as a material breach\of the Ag 9ement, which could result in withholding of payments or termination'of the Agreement,:\ /// 11.2 Additional Insured - City of Miami Beach must' be-included by'endorsement as an additional insured with respect to all liability policies-(except'Professional Lability and Workers' Compensation)arising out of work or operations/performed on behalf of the Consultant including materials, parts, or equipment furnished in'connection L)with such work or operations and automobiles owned, leased, hired or borrowed-in Ashe form of an endorsement to the Consultant's insurance. r' 11.3 Notice of Cancellation - Each' insurance poli0,,required above shall provide that coverage shall not be cancelled, except with,notice to'the/City of Miami Beach do EXIGIS Insurance Compliance Services. ; / 11.4 Waiver of Subrogation ,Consultant`agrees obtain any endorsement that may be necessary to affect the waiver of subrogation.on\the coverages required. However,this provision applies regardless ofwhether the City\has received a waiver of subrogation endorsement from the insurer. ` 11.5 Acceptability of`Insurers=:Ilnsu ance must be placed with insurers with a current A.M. Best rating`of,A:VII or higher. If not;rated, exceptions may be made for members of the Florida Insurance Funds (i.e. FW,CIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. 11.6 'Verificatio—n—of Coverage- Consultant shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work"commences. However, failure to obtain the required documents prior to the work beginning shell not waive the Consultant's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER ON ALL COI MUST READ: CITY OF MIAMI BEACH do EXIGIS Insurance Compliance Services P.O. Box 947 23 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Murrieta, CA 92564 Kindly submit all certificates of insurance,endorsements,exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach(a�riskworks.com 11.7 Special Risks or Circumstances -The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior/experience, insurer, coverage, or other special circumstances. // Compliance with the foregoing requirements shall not relieve the vendor ohis liability and obligation under this section or under any other section of this agreement, ARTICLE 12. INDEMNIFICATION AND HOLD HARMLESS' 12.1 To the fullest extent permitted by Section 725.08"Florida Statutes,sthe Consultant shall indemnify and hold harmless the City and its officers,_employees, agents, and instrumentalities, from liabilities, damages, losses, and costs, including,but not`limited to, reasonable attorneys' fees, to the extent caused by the negligence,,reecklessness, or intentionally wrongful conduct of the Consultant and other persons employed'or-utilized by the Consultant in the performance of this Agreement. c :j The Consultant shall pay all claims and Iosse's,in connection therewith and shall investigate and defend all claims, suits,or actions of any kind or nature in thename of the City,where applicable, including appellate proceedings, and shall\pay all costs, judgments, and attorney's fees which may issue thereon. Consultant expressly understands-aid agrees that any insurance protection required by this Agreement ors-otherwise-provided/by Consultant shall in no way limit its responsibility to indemnify, keep,\an save harmless and defend the City or its officers, employees, agents, and instrumentalities as herein provided. 12.2 The Consultant.g eess'and recognizes that the City shall not be held liable or responsible for any claims which may result from_any negligent, reckless, or intentionally wrongful actions, errors or omissions of°the/Consultant in which the City participated either through review or concurrence of the Consultant's actions. In reviewing, approving or rejecting any submissions by the Consultant, or other acts of the Consultant, the City in no way assumes or shares any responsibility-or`liability of the%Consultant (including, without limitation its subconsultants and/or any registered-professionals(architects and/or engineers) under this Agreement). ARTICLE 13. ERRORS AND OMISSIONS 13.1 ERRORS AND OMISSIONS: It is specifically agreed that any construction changes categorized by the City as caused by an error, an omission, or any combination thereof in the Consultant's performance of the Services will constitute an additional cost to the City that would not have been incurred without the error. The damages to the City for errors, omissions or any combinations thereof shall be calculated as the total cost of any damages or incremental costs to the City resulting out of the errors or omissions by the Consultant, including, without limitation, the direct, indirect and/or consequential damages resulting from the Consultant's errors and/or omissions or any combination thereof. 24 DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 Damages shall include delay damages caused by the error, omission,or any combination thereof. Should the Consultant disagree that all or part of such damages are the result of errors,omissions, or any combination thereof,the Consultant may appeal this determination,in writing,to the Project Administrator. The Project Administrator's decision on all claims, questions and disputes shall be final,conclusive,and binding upon the parties hereto unless such determination is clearly arbitrary or unreasonable. In the event that the Consultant does not agree with the decision of the Project Administrator, the Consultant shall present any such objections, in writing, to the City Manager. The Project Administrator and the'Consultant shall abide by the decisionnof\the City Manager. This paragraph does not constitute a waiver of any party's right to proceed in aycourt of competent jurisdiction after the above administrative remedies have been exhausted. • ARTICLE 14. LIMITATION OF LIABILITY The City desires to enter into this Agreement only if in so doing the City can place a limit on its liability for any cause of action for money damages due to(an alleged breach,by'the;/City of this Agreement, so that its liability for any such breach never exceeds the "not to exceed" amount of the fee paid to Consultant under this Agreement, less any amounts) actually\paid to Consultant hereunder. Consultant hereby expresses its wjI en lingness to� ter into this Agreement, with Consultant's recovery from the City for any damages foi-action forbreach acontract to be limited to Consultant's "not to exceed" fee under this-Agreemert, less any amount(s) actually paid by the City to the Consultant hereunder. 4' Accordingly, and notwithstanding any other term �'ohdition of this Agreement, Consultant hereby agrees that the City shall not be liable to Consultant formoney damages due to an alleged breach by the City of this Agreement, in an\amount in excess of the "not to exceed amount" of Consultant's fees under this greement, which `amount shall be reduced by any amount(s) actually paid by the City to Consultant Hereunder. Nothing contained in this subsection; or,elsewhere in this Agreement, is in any way intended to be a waiver of the limitation placed pen City's liability, as set forth in Section 768.28, Florida Statutes. ARTICLE 15. NOTICE Until changedy notice infwriting, all'such notices and communications shall be addressed as if follows All written noticesces giv�to City by Consultant shall be addressed to: City Managers Office City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Attn: Raul Aguila, Interim City Manager Email: raulaguila(a miamibeachfl.gov With a copy to: City Manager's Office 25 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Attn: Aline Hudak, Assistant City Manager Email: alinahudakamiamibeachfl.gov All written notices given to the Consultant from the City shall be addressed to: XXXXXX XXXXXX XXXXX / Attn: XXXXX / Ph: XXXXX Email: XXXXXXX / All notices mailed electronically to either party shall be deemed to be be sufficiently transmitted. ARTICLE 16. CONSULTANT'S COMPLIANCE:WITH'FLORIDA.PUBLICRECORDS LAW 16.1 Consultant shall comply with Florida Pub lic\Records law under Chapter 119, Florida Statutes, as may be amended from time totime.\\ fi �l 16.2 The term "public records"shall have the\meaning set forth in Section 119.011(12), which means all documents, papers, letters, maps, boo ,tapes,photographs, films, sound recordings, data processing software, or other material, reks gardless ofthe physical form, characteristics, or means of transmission, made or received pursuantto�law or ordinance or in connection with the transaction of official business of the=Cih� 16.3 Pursuant to Section 119.0701'ofpe Florida Statutes, if the Consultant meets the definition of"Consultant"as defined in Section 119 07�0,1(1')(a), the Consultant shall: (a) Keep and maintain public records required by the City to perform the service; (b) Upon request from the,City's custodian of public records, provide the City with a 5\ copy of the requested records or allow the records to be inspected or copied within reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes or as otherwise provided by law; (c)__,-Ensure,that public records that are exempt or confidential and exempt from public \._,.records disclosure requirements are not disclosed, except as authorized by law, for the duration of the contract term and following completion of the Agreement if ,,the Consultant does not transfer the records to the City; (d) \Up'on-ompletion of the Agreement, transfer, at no cost to the City, all public records in possession of the Consultant or keep and maintain public records required by the City to perform the service. If the Consultant transfers all public records to the City upon completion of the Agreement,the Consultant shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Consultant keeps and maintains public records upon completion of the Agreement, the Consultant shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the City, upon request from the City's custodian 26 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 of public records, in a format that is compatible with the information technology systems of the City. 16.4 REQUEST FOR RECORDS; NONCOMPLIANCE. 16.4.1 A request to inspect or copy public records relating to the City's contract for services must be made directly to the City. If the City does not possess the requested records, the City shall immediately notify the Consultant of the request, and the Consultant must provide the records to the City or allow the records to be inspected or copied within a reasonable time. 16.4.2 Consultant's failure to comply with the City's request for, records shall constitute a breach of this Agreement, and the City, at its sole discretion, rnay: (1) unilaterally terminate the Agreement; (2) avail itself of the remedies set�forth s under the Agreement; and/or(3) avail itself of any available remedies at law or f, in equity. .4 \\}, 16.4.3 A Consultant who fails to provide the public"records to the City Within a reasonable time may be subject to penalties under s\11'9.10. 16.5 CIVIL ACTION. // J \NY/ 16.5.1 If a civil action is filed against a,Con\Itant to compel'production of public records relating to the City's contract for services, the coettshall assess and award against the Consultant the reasonable costslf en�orcementncluding reasonable attorneys' fees, if: (a) The court determines\,that the Consultarrt unlawfully refused to comply with the public records requestwithin a reasonable time; and (b) At least 8 business days\before'fling the action, the plaintiff provided written notice of.the public records request;_including a statement that the Consultant has not oc mplied.with-the reque t,Ato the City and to the Consultant. 16.5.2 A notice complies with subparagraph (16.5.1)(b) if it is sent to the City's custodian of public recordsand to the Consultant at the Consultant's address listed on its contract with the City orto-th Consultant'seregistered agent. Such notices must be sent by common carrierdeliJery.ervice or"by registered, Global Express Guaranteed, or certified mail with postage o�shipping paid by the sender and with evidence of delivery, which may-ben an electronic format. ( 1,6.5.31-A Consultant who complies with a public records request within 8 business days after the-notice, notice i) sent is not liable for the reasonable costs of enforcement. 16.6 IF TI CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: CITY OF MIAMI BEACH ATTENTION: RAFAEL E. GRANADO, CITY CLERK 27 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FLORIDA 33139 E-MAIL: RAFAELGRANADO@MIAMIBEACHFL.GOV PHONE: 305-673-7411 ARTICLE 17. INSPECTOR GENERAL AUDIT RIGHTS 17.1 Pursuant to Section 2-256 of the Code of the City of Miami Beach theyCity has established the Office of the Inspector General which may, on a random basis,�perform reviews, audits, inspections, and investigations on all City contracts, throughout the duration of said contracts. This random audit is separate and distinct from any other\audit performed by or on behalf of the City. 17.2 The Office of the Inspector General is authorized to(investigate City affairs and" empowered to review past, present and proposed Cityiprograms, accounts, records, contracts and transactions. In addition, the Inspector General has ethe\power to subpoena witnesses, administer oaths, require the production of witnesses and monitor City projects and programs. Monitoring of an existing City project or program may•include a'report concerning whether the project is on time,within budget and in conformance withAe contract documents and applicable law. The Inspector General shall have the.,powerto�audit,�investigate,�monitor, oversee, inspect and review operations, activities, performance and`procu`ement process including but not limited to project design, bid specifications, (bid/proposal) submittals; activities of the Consultant, its officers, agents and employees, lobbyists,City,staff,andelected officials to ensure compliance with the contract documents and to detect frau .a dnd corruption. Pursuant to Section 2-378 of the City Code, the City is allocating-a_percentage of its overall annual contract expenditures to fund the activities and operations'of'the Office of Inspector General. 17.3 Upon ten (10) days written notice to the Consultant,the Consultant shall make all requested records and-documents available to the Inspector General for inspection and copying. The Inspector Generalise mpowered to`retairi the services of independent private sector auditors to audit, investigate, monitor,oversee, inspect and review operations activities, performance and procurement process including butot limited to project design, bid specifications, (bid/proposal) submittals;activities of the;Consultapt its officers,agents and employees, lobbyists, City staff and electedofficials to ensure compliance with the contract documents and to detect fraud and corruption. 17.4 The-Inspector'General shall have the right to inspect and copy all documents and records in the Consultant's possession,custody or control which in the Inspector General's sole judgment, pertain to performance of the contract, including, but not limited to original estimate files, change order estimate files, worksheets, proposals and agreements from and with successful subconsultants and suppliers, all project-related correspondence, memoranda, instructions, financial documents, construction documents, (bid/proposal) and contract documents, back- change documents, all documents and records which involve cash, trade or volume discounts, insurance proceeds, rebates,or dividends received, payroll and personnel records and supporting documentation for the aforesaid documents and records. 17.5 The Consultant shall make available at its office at all reasonable times the records, • 28 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 materials, and other evidence regarding the acquisition (bid preparation) and performance of this Agreement, for examination, audit, or reproduction, until three(3)years after final payment under this Agreement or for any longer period required by statute or by other clauses of this Agreement. In addition: (a) If this Agreement is completely or partially terminated, the Consultant shall make available records relating to the work terminated until three (3) years after any resulting final termination settlement; and (b) The Consultant shall make available records relating to appeal os r�to litigation or the settlement of claims arising under or relating to this Agreement until such appeals, litigation, or claims are finally resolved. .` ,/ 17.6 The provisions in this section shall apply to the Consultant, its officers, agents, employees, subconsultants and suppliers. The Consultant shall incorporate the\provis1oiis in this section in all subcontracts and all other agreements executed by the Consultant\inrconnection with the performance of this Agreement. / \;� 4:,� 17.7 Nothing in this section shall impair any independent right to the City:to)conduct audits or investigative activities. The provisions of this/section , re neither\intended nor shall they be construed to impose any liability on the City by•the-Consultant or third parties. ARTICLE 18. MISCELLANEOUS PROVISIONS 18.1 VENUE AND WAIVER OF JURY'\TRIAL: This Agreement shall be governed by, and construed in accordance with,,-„the laws of tee State,of Florida, both substantive and remedial, without regard to principles of. onflict of laws\ The\,exclusive venue for any litigation arising out of this Agreement shall be Miami-Dade County, Florida, if in state court, and the U.S. District Court, Southern District of Florida;infederal court. BY ENTERING INTO THIS AGREEMENT, CONSULTANT AND CITY EXPRESSLY WAIVEANY RIGHTS EITHER PARTY MAY HAVE TO A TRIAL BY JURY‘OF ANY CIVIL LITIGATION RELATED TO, OR ARISING OUT OF, THIS AGREEMENT. ' 18.2 EQUAL OPPORTUNITY 'EMPLOYMENT GOALS: Consultant agrees that it will not discriminate against any"employee'?Or applicant for employment for work under this Agreement because of race, color, national origin, religion, sex, gender identity, sexual orientation, disability, marital or_familial status, or:age, and will take affirmative steps to ensure that applicants are employed and-employees are treated during employment without regard to race, color, national origin, religion, sex, gender identity, sexual,orientation, disability, marital or familial status, or age. 18.3 PUBLICENTITY CRIMES ACT: In accordance with the Public Entity Crimes Act(Section 287.133, Florida Statutes), a person or affiliate who is a consultant, who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to the City, may not submit a bid on a contract with the City for the construction or repair of a public building or public work, may not bid on leases of real property to the City, may not be awarded or perform work as a Consultant, supplier, subconsultant, or subconsultant under a contract with the City, and may not transact business with the City in excess of the threshold amount provided in Section 287.017, Florida Statutes, for Category Two, for a period of 36 months from the date of being placed on the convicted vendor 29 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 list. For violation of this subsection by Consultant, City shall have the right to terminate the Agreement without any liability to City, and pursue debarment of Consultant 18.4 NO CONTINGENT FEE: Consultant warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement, and that it has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this subsection, City shall have the right to terminate the Agreement, without any liability or, at its discretion;"to deduct from the contract price (or otherwise recover)the full amount of such fee, comm scion, percentage, gift, or consideration. - _, -'\ 18.5 LAWS AND REGULATIONS: \.,`� 18.5.1 The Consultant shall, during the Term of this Agreement, be..govned by all Applicable Laws which may have a bearing-ori'the Services involved the Project. 18.5.2 Project Documents. In accordance with, Secti,n,119.07�1)(3) (b)(2), Florida Statutes, entitled "General exemptions from}inspecting.or copying public records," all building plans, blueprints,:schematic drawings, and diagrams, including draft, preliminary,and final formats,are exeimt-from the.provisions of Section 119.07(1), Florida Statutes (inspection and copying of public records), and s. 24(a), Article I of the State Constitution.\Information madeexempt by this paragraph, with prior written approval from the C ty\Manager, •n ay be disclosed to another entity to perform its duties and resporisitilities; to/a licensed architect, engineer, or Consultant who is performing.work on or.-related to the Project; or upon a showing of good cause before.:a court of competent jurisdiction. The entities or persons receiving such informatit'iOn sh maintain the exempt status of the information. 18.5.2 1 agn addition toree the requirements in this subsection 18.5.2,the Consultant s to abidejby all applicable Federal, State, and City procedures, �`` as may be:_amended from time to time, by which the documents are , \\handled,-copied, and distributed which may include, but is not limited °,,to, each (employee of Consultant and subconsultants that will be involved in the Project being required to sign an agreement stating that they;will not copy, duplicate, or distribute the documents unless '�.\ authorized by the City Manager, in writing.` g.18.5.24/ The Consultant and its subconsultants agree in writing,that the Project documents are to be kept and maintained in a secure location. .`, 18.5.2.3 Each set of the Project documents are to be numbered and the whereabouts of the documents shall be tracked at all times. 18.5.2.4 A log is developed to track each set of documents logging in the date, time, and name of the individual(s)that work on or view the documents. 18.5.3 E-Verify 30 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 18.5.3.1 Consultant shall comply with Section 448.095, Florida Statutes, "Employment Eligibility" ("E-Verify Statute"), as may be amended from time to time. Pursuant to the E-Verify Statute, commencing on January 1, 2021, Consultant shall register with and use the E-Verify system to • verify the work authorization status of all newly hired employees during the Term of the Agreement. Additionally, Consultant shall expressly require any subconsultant performing work or providing services pursuant to the Agreement to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subconsultant during the contract Term. If Consultant enters into a contract with an approved vid subconsultant, the subconsultant must prpe the Consultant with an affidavit stating that the subconsultant does'not'employ,contract with, or subcontract with an unauthorized alien. Consultant shall meilptain a copy of such affidavit for the duration of the Agreement or such other extended period as may be required under this Agreement'? 18.5.3.2 TERMINATION RIGHTS. \� 18.5.3.2.1 If the City-ihas 1"'good`-,faith belief)that Consultant has knowingly violated Section 448.09(1), 'Florida,Statutes, the City shall terminate this Agreement with Consultant`for cause, and the City shall thereafter have Of owe''no further obligatiorilor liability to Consultant. 18.3.5.2.2 If the City h s••a'good.%faith belief that a subconsultant has knowingly voolated the foregoing Subsection 18.5.3.1 but the Consultant othenyise.complied with such subsection, the City will promptly-notify the Consultant<and order the Consultant to immediately t minate-theAgr ement with the subconsultant. Consultant's failure to terminate a-subconsultant shall be an event of default under this Agreement; entitling-City to terminate the Consultant's contract for -..cause. \ 18:5.3.2:3- A,�contract terminated under the foregoing Subsection • \\ 18.5.3 2:1..or/18.5.3.2.2 is not in breach of contract and may not be _\ ire \considered as such. 1�8:5:3.2.4 The City or Consultant or a subconsultant may file an action with the Circuit or County Court to challenge a termination under ,,_: the foregoing Subsection 18.5.3.2.1 or 18.5.3.2.2 no later than 20 calendar days after the date on which the contract was terminated. 18.5.3.2.5 If the City terminates the Agreement with Consultant under the foregoing Subsection 18.5.3.2.1 Consultant may not be awarded a public contract for at least 1 year after the date of termination of this • Agreement. 18.5.3.2.6 Consultant is liable for any additional costs incurred by the City as a result of the termination of this Agreement under this Section 18.5.3. 31 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 18.6 FORCE MAJEURE: 18.6.1 A "Force Majeure" event is an event that (i) in fact causes a delay in the performance of the Consultant or the City's obligations under the Agreement, and (ii) is beyond the reasonable control of such party unable to perform the obligation, and (iii) is not due to an intentional act, error, omission, or negligence of such party, and (iv) could not have reasonably been foreseen and prepared for by such party at any time prior to the occurrence of the event. Subject to the foregoing criteria, Force Majeure may include events such as war, civil insurrection, riot, fires, epidemics, pandemics, terrorism, sabotage, explosions, embargo restrictions, quarantine restrictiohs, transportation accidents, strikes, strong hurricanes or tornadoes, earthquake, or other acts of God which prevent performance. Force Majeure shall not include technologcallimpossibility, inclement weather, or failure to secure any of the required\permits/pursuant to the Agreement. \ 18.6.2 If the City or Consultant's performance of-its contractual obligations.ls•'prevented or delayed by an event believed by to be Force-Majeure, such party shall/immediately upon learning of the occurrence of the event or of the,commencemerit,�of,any such delay, but in no case within fifteen (15) business days thereof; provide'notice of (i) of the occurrence of event of Force Majeure, (ii)ofthe nature of.the.event,a`nd the cause thereof, (iii) of the anticipated impact on the Agreement, (in)of the anticipated period of the delay, and(v)of what course of action such party plans,to take in orderto mitigate the detrimental effects of the event.The timely delivery of the•notice of the occurrence of a Force Majeure event is a condition precedent to allowance of any:relief pursuant to this section; however, receipt of such notice shall not constitute`acceptahcethat the event claimed to be a Force Majeure event is in fact Force Majeure and the burden of proof of the occurrence of a Force Majeure eventshall'be,on the requesting-party. 18.6.3 No party hereto shall beRliable'for it§lure to carry out its obligations under the Agreement during a period when suchparty is rendered unable, in whole or in part, by Force Majeure to�carry out sucobligations. The suspension of any of the obligations under this Agreement-due to a Force'Majeure event shall be of no greater scope and no longer durationihan is reguired. The party shall use its reasonable best efforts to continue to perform its obligations hereunder to the extent such obligations are not affected or are only partially affected by the"Force Majeure event, and to correct or cure the event or (condition excusing,performance and otherwise to remedy its inability to perform to the extent.-its-inability to-perform is the direct result of the Force Majeure event with all reasonable-dispatch/ r 18.6.4.* Obligations pursuant to the Agreement that arose before the occurrence of a Force Majeure event causing the suspension of performance shall not be excused as a result of 'such occurrence unless such occurrence makes such performance not reasonably possible. The obligation to pay money in a timely manner for obligations and liabilities which matured prior to the occurrence of a Force Majeure event shall not be subject to the Force Majeure provisions. 18.6.5 Notwithstanding any other provision to the contrary herein, in the event of a Force Majeure occurrence,the City may, at the sole discretion of the City Manager, suspend the City's payment obligations under the Agreement, and may take such action without regard to the notice requirements herein. Additionally, in the event that an event of Force Majeure 32 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 delays a party's performance under the Agreement for a time period greater than thirty (30) days, the City may, at the sole discretion of the City Manager, terminate the Agreement on a given date, by giving written notice to Consultant of such termination. If the Agreement is terminated pursuant to this Section, Consultant shall be paid for any Services satisfactorily performed up to the date of termination; following which the City shall be discharged from any and all liabilities, duties, and terms arising out of, or by virtue of,this Agreement. In no event will any condition of Force Majeure extend this Agreement beyond its stated term. Any time extension shall be subject to mutual agreement and shall not be cause for any claim by the Consultant for extra compensation, unless Additional Services are required and approved pursuant to Article 5 hereof. • 18.7 CORRECTIONS TO CONTRACT DOCUMENTS: If appligpI le o the)performance of Consultant's Services, the Consultant shall prepare, without added all necessary supplemental documents to correct errors, omissions, and/or ambiguities which may exist in the Contract Documents prepared by Consultant, including documents',,;prepared/by its subconsultants. Compliance with this subsection shall not`be construed to relievee th Consultant from any liability resulting from any such errors, omissions,\and/or ambiguities in'the Contract Documents and other documents or Services related thereto:; 18.8 ASSIGNMENT: The Consultant shall npt`assign,transfer or convey this Agreement to any other person,firm, association or corporation;yin whole or impart,withoutthe prior written consent of the City Commission, which consent, if-given at all, shall be at the-Commission's sole option and discretion. However, the Consultant;wilLbe permitted to cause portions of the Services to be performed by subconsultants, subject to ttie;prior written_approval of the City Manager. \4. \ �� j 18.9 SUCCESSORS AND ASSIGNS: The Consultant and the City each binds himself/herself, his/her partners, successors, legal`representatives`,and assigns to the other party of the Agreement and to the partriers;.successors,legal representatives, and assigns of such party in respect to all covenants of this Agreement:-.,The,Consultant shall afford the City (through the City Commission) the opportunity to approve or reject all proposed assignees, successors or other changes in the ownership structure `and composition of the Consultant. Failure to do so constitutes a breach of;this Agreement byJth.`e Consultant. \4 _ ✓ 18.9 PROVISION OF\ITEMS NECESSARY TO COMPLETE SERVICES: In the performance of the,Sf vices,prescribed'herein, it shall be the,responsibility of the Consultant to provide all salarie , wages, matenalequipment, subconsultants, and other purchased services, etc., as necessary to_complete said'Services. 18.10 INTENT OF AGREEMENT: 18.10.1`-The=i tent of the Agreement is for the Consultant to provide all necessary items for the proper completion of the Services.The Consultant shall perform, as Basic Services, such incidental work which may not be specifically referenced, as necessary to complete the Project. 18.10.2 This Agreement is for the benefit of the parties only and it does not grant rights to a third party beneficiary, to any person, nor does it authorize anyone not a party to the Agreement to maintain a suit for personal injuries, professional liability, or property damage pursuant to the terms or provisions of the Agreement. 33 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 18.10.3 No acceptance, order, payment, or certificate of or by the City, or its employees or agents shall either stop the City from asserting any rights or operate as a waiver of any provisions hereof or of any power or right herein reserved to the City or of any rights to damages herein provided. 18.10.4 This document incorporates and includes all prior negotiations, correspondence, conversations, agreements,or understandings applicable to the matters contained herein; and the parties agree that there are no commitments, agreements, or understandings concerning the subject matter of this Agreement that are not contained in this document. Accordingly,the parties agree that no deviation from the terms hereofshall be predicated upon any prior representations or agreements whether oral or written. It\is further agreed that no modification, amendment or alteration in the terms 90onditions contained herein shall be effective unless memorialized in written document approval,an i executed with the same formality and of equal dignity herewith. \ :.. 1 rf \\\ /2 [REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]' ,, ,i" �, �,.\\\ i' 2/i /1t \� .// / -T \ ,i1 ./ '�,..-1 -,,.� : _� \ \} / �_ \`\ - '_- \\\ E,. \' \ •\ r fi ---�� C/J 41 • /`, �\ •t) 34 • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 IN WITNESS WHEREOF, the parties hereto have hereunto caused these presents to be signed in their names by their duly authorized officers and principals, attested by their respective witnesses and City Clerk on the day and year first hereinabove written. Attest CITY OF MIAMI BEACH:-., ...-, .,./ .,7? I-, \ , --:\ 1 \ RAFAEL E. GRANADO, CITY CLERK DAN GELBER, MAYOR. \\.„. , // \ \....././( , --.--,,, Date :,\ ,,. s• i ..,/----„,..\ 2/ •, / , ... / ...i> \ •,, ,, • . \ , \ • \ ..., ,,,\ \ ,.. -„...,.. •\ `-‘, .\,..../ Attest \s„.--,;------. . -----,-„,_ XXXXXX --_:‘, ---1 \ - --M--.- ...,.• ,----p Signature/Secretary '‘;\ ---,;-- "-'-- ...;'v Signature/President \ *1 ,, ,\ Print Na' me .....---7------„, '.:,\,___, Print Name ' Date •,.., ) \---.,=,-- ' - 35 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 SCHEDULE A • CONSULTANT SERVICE ORDER Service Order No. for services described herein TO: [Consultant] PROJECT NAME: iz DATE: ` .� \ Pursuant to the agreement between the City of Miami Beach and [Consultant], for,[Name of Project] RFQ-XXXXX, you are directed to provide the following services: \, \\_.,r' SCOPE OF SERVICES: \'��,, b\ 4``r --—. // Per attached proposal dated /,'to ben-conside�, �red\part of.thls Agreement. "----, .N., ) ) -\\/' Estimated calendar days to complete thisiwork\-,\,ram'' Days N. \ Original Service Order Amount: �4 `\ \+/ $ Total From Previous Addition,alService Orders:\t,'� ,.. , \\ \:',,-/ $ Fee for this Service Order is Lump`Surn/Not`t\Exceed amount $ of: :\ Total Agreement toate: N.N. .D $ t\\ `-s- Dept. Director V ^,Date--' ?r Assistant-City.Manager f' Date Consultant Date e f City Manager <( Date 36 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 SCHEDULE A-1 CONSULTANT COMPENSATION Schedule of Payments J Planning Services * $XXXXXXXX Design Services* -$XXXXXXXX Bidding and Award Services ,'/ $XXXXXXXX Construction Administration ** '\$XXXXXXXX Reimbursable Allowance*** /,'�l $XXXXXXXX `` 1\ �-� _� ); Note*: These services will be paid lump sum,ba"sed--on percentage complete of each phase as identified in the individual tasks. '� ``..�'-f f ; A .P'� Note**: Construction Administration will,be paid on'a monthly basis upon commencement of construction. `� \ ,. `%\„q In the event that,through no fault of the'Consultant, Construction Administration services are required to be extended;which extenson'sliallbe'subject to prior City approval, and what shall be at the City' 'sole discretion, the Consultant agrees to extend said services for$XXXXXX, per month, for the;d`uration`required to complete the Project. Note***:The Reimbursable Allowance belongs to the City and must be approved in writing, in advance, by the ,Project Administrator. Unused portions will not be paid to the Consultant. �\ _ ,3' ,` i`// /r� '-• �✓'' �%,- , ' V 37 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 SCHEDULE B CONSULTANT HOURLY RATE SCHEDULES s if \\.-/ </r � .'� ,\\ ..\,,, ,`K,` ._ter-`^'----,- ,1 _ 4. 4 �. 4 ~ _ . 44.r om. ,// 38 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 • SCHEDULE C APPROVED SUBCONSULTANTS ./// a s7 \ ;a \ /i \, / J� / (a \ / Ii /J \ \ if 1 •�A ''\\ /7.- ��., ( \ t \\ 5\\ fI �w 39 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH APPENDIX C MIAMI BEACH Insurance Requirements 2022- 122-N D ENGINEERING SERVICES FOR WATER & WASTEWATER SYSTEMS PROJECTS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH INSURANCE REQUIREMENTS The vendor shall maintain the below required insurance in effect prior to awarding the contract and for the duration of the contract. The maintenance of proper insurance coverage is a material element of the contract and failure to maintain or renew coverage may be treated as a material breach of the contract,which could result in withholding of payments or termination of the contract. A. Workers' Compensation Insurance for all employees of the Contractor as required by Florida Statute Chapter 440 and Employer Liability Insurance with a limit of no less than$1,000,000 per accident for bodily injury or disease. Should the Contractor be exempt from this Statute, the Contractor and each employee shall hold the City harmless from any injury incurred during performance of the Contract. The exempt contractor shall also submit(i)a written statement detailing the number of employees and that they are not required to carry Workers'Compensation insurance and do not anticipate hiring any additional employees during the term of this contract or (ii) a copy of a Certificate of Exemption. B. Commercial General Liability Insurance on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than$1,000,000 per occurrence,and$2,000,000 general aggregate. C. Automobile Liability Insurance covering any automobile, if vendor has no owned automobiles,then coverage for hired and non-owned automobiles,with limit no less than$1,000,000 combined per accident for bodily injury and property damage. D. Professional Liability(Errors&Omissions) Insurance appropriate to the Consultant's profession,with limit no less than $2,000,000. Additional Insured-City of Miami Beach must be included by endorsement as an additional insured with respect to all liability policies (except Professional Liability and Workers'Compensation) arising - out of work or operations performed on behalf of the contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of an endorsement to the contractor's insurance. Notice of Cancellation- Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach do EXIGIS Insurance Compliance Services. Waiver of Subrogation—Vendor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However, this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers— Insurance must be placed with insurers with a current A.M. Best rating of A:VII or higher. If not rated,exceptions may be made for members of the Florida Insurance Funds (i.e. FWCIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH Verification of Coverage—Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However,failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH do EXIGIS Insurance Compliance Services P.O. Box 4668— ECM#35050 New York, NY 10163-4668 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach@riskworks.com Special Risks or Circumstances - The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement. Balance of Page Intentionally Left Blank DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 MIAMI BEACH APPENDIX D MIAMI BEACH Standard Form 330 2022- 122-N D ENGINEERING SERVICES FOR WATER & WASTEWATER SYSTEMS PROJECTS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ARCHITECT-ENGINEER QUALIFICATIONS OMB Control Number: 9000-0157 Expiration Date: 2/29/2024 Paperwork Reduction Act Statement-This information collection meets the requirements of 44 USC§3507,as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number. The OMB control number for this collection is 9000-0157. We estimate that it will take 29 hours(25 hours for part 1 and 4 hours for Part 2)to read the instructions,gather the facts,and answer the questions. Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of information to: U.S.General Services Administration,Regulatory Secretariat Division(M1V1CB),1800 F Street,NW,Washington,DC 20405. PURPOSE DEFINITIONS Federal agencies use this form to obtain information from Architect-Engineer Services: Defined in FAR 2.101. architect-engineer(A-E)firms about their professional qualifications. Federal agencies select firms for A-E contracts on Branch Office: A geographically distinct place of business or the basis of professional qualifications as required by 40 U.S.C. subsidiary office of a firm that has a key role on the team. chapter 11,Selection of Architects Engineers, and Part 36 of the Federal Acquisition Regulation(FAR). Discipline: Primary technical capabilities of key personnel, as The Selection of Architects and Engineers statute requires the evidenced by academic degree, professional registration, public announcement of requirements for A-E services(with certification,and/or extensive experience. some exceptions provided by other statutes),and the selection of at least three of the most highly qualified firms based on Firm: Defined in FAR 36.102. demonstrated competence and professional qualifications according to specific criteria published in the announcement. Key Personnel: Individuals who will have major contract The Act then requires the negotiation of a contract at a fair and responsibilities and/or provide unusual or unique expertise. reasonable price starting first with the most highly qualified firm. The information used to evaluate firms is from this form and other SPECIFIC INSTRUCTIONS sources, including performance evaluations,any additional data requested by the agency,and interviews with the most highly Part I-Contract-Specific Qualifications qualified firms and their references. Section A.Contract Information. GENERAL INSTRUCTIONS 1. Title and Location. Enter the title and location of the contract for which this form is being submitted, exactly as shown • Part I presents the qualifications for a specific contract. in the public announcement or agency request. Part II presents the general qualifications of a firm or a specific 2. Public Notice Date. Enter the posted date of the agency's notice on the Federal Business Opportunity website branch office of a firm. Part II has two uses: (FedBizOpps), other form of public announcement or agency request for this contract. 1. An A-E firm may submit Part II to the appropriate central, regional or local office of each Federal agency to be kept on file. 3. Solicitation or Project Number. Enter the agency's A public announcement is not required for certain contracts, and solicitation number and/or project number, if applicable, agencies may use Part II as a basis for selecting at least three of exactly as shown in the public announcement or agency request the most highly qualified firms for discussions prior to requesting for this contract. submission of Part I. Firms are encouraged to update Part ll on file with agency offices, as appropriate,according to FAR Part Section B. Architect-Engineer Point of Contact. 36. If a firm has branch offices,submit a separate Part II for each branch office seeking work. 4-8. Name, Title, Name of Firm, Telephone Number, Fax (Facsimile) Number and E-mail (Electronic Mail) Address. 2. Prepare a separate Part II for each firm that will be part of Provide information for a representative of the prime contractor the team proposed for a specific contract and submitted with Part or joint venture that the agency can contact for additional I. If a firm has branch offices,submit a separate Part II for each information. branch office that has a key role on the team. INDIVIDUAL AGENCY INSTRUCTIONS Individual agencies may supplement these instructions. For example,they may limit the number of projects or number of pages submitted in Part I in response to a public announcement for a particular project. Carefully comply with any agency instructions when preparing and submitting this form. Be as concise as possible and provide only the information requested by the agency. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330(REV.7/2021) PAGE 1 OF INSTRUCTIONS Prescribed by GSA-FAR(48 CFR)53.236-2(b) • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Section C. Proposed Team. 19. Relevant Projects. Provide information on up to five projects in which the person had a significant role that 9-11. Firm Name,Address,and Role in This Contract. demonstrates the person's capability relevant to her/his proposed Provide the contractual relationship, name,full mailing address, role in this contract. These projects do not necessarily have to and a brief description of the role of each firm that will be be any of the projects presented in Section F for the project team involved in performance of this contract. List the prime if the person was not involved in any of those projects or the contractor or joint venture partners first. If a firm has branch person worked on other projects that were more relevant than offices, indicate each individual branch office that will have a key the team projects in Section F. Use the check box provided to role on the team. The named subcontractors and outside indicate if the project was performed with any office of the current associates or consultants must be used,and any change must firm. If any of the professional services or construction projects be approved by the contracting officer. (See FAR Part 52 Clause are not complete, leave Year Completed blank and indicate the "Subcontractors and Outside Associates and Consultants status in Brief Description and Specific Role(block(3)). (Architect-Engineer Services)"). Attach an additionalsheet in the same format as Section C if needed. Section F. Example Projects Which Best Illustrate Proposed Team's Qualifications for this Contract. Section D. Organizational Chart of Proposed Team. Select projects where multiple team members worked As an attachment after Section C,present an organizational together, if possible,that demonstrate the team's capability to chart of the proposed team showing the names and roles of all perform work similar to that required for this contract. Complete key personnel listed in Section E and the firm they are one Section F for each project. Present ten projects, unless associated with as listed in Section C. otherwise specified by the agency. Complete the following blocks for each project: Section E. Resumes of Key Personnel Proposed for this Contract. 20. Example Project Key Number. Start with"1"for the first project and number consecutively. Complete this section for each key person who will participate in this contract. Group by firm,with personnel of the 21. Title and Location. Title and location of project or prime contractor or joint venture partner firms first. The following contract. For an indefinite delivery contract,the location is the blocks must be completed for each resume: geographic scope of the contract. 12. Name. Self-explanatory. 22. Year Completed. Enter the year completed of the professional services(such as planning,engineering study, 13. Role in this contract. Self-explanatory. design,or surveying),and/or the year completed of construction, if applicable. If any of the professional services or the construction projects are not complete, leave Year Completed 14. Years Experience. Total years of relevant experience (block 14a),and years of relevant experience with current firm, blank and indicate the status in Brief Description of Project and Relevance to this Contract(block 24). but not necessarily the same branch office(block 14b). 23a. Project Owner. Project owner or user,such as a 15. Firm Name and Location. Name, city and state of the government agency or installation,an institution,a corporation or firm where the person currently works,which must correspond private individual. with one of the firms(or branch office of a firm,if appropriate) listed in Section C. 23b. Point of Contact Name. Provide name of a person associated with the project owner or the organization which 16. Education. Provide information on the highest relevant academic degree(s)received. Indicate the area(s)of contracted for the professional services,who is very familiar with the project and the firm's(or firms')performance. specialization for each degree. 23c. Point of Contact Telephone Number. Self-explanatory. 17. Current Professional Registration. Provide information on current relevant professional registration(s)in a State or possession of the United States, Puerto Rico,or the District of 24. Brief Description of Project and Relevance to this Columbia according to FAR Part 36. Contract. Indicate scope,size, cost, principal elements and special features of the project. Discuss the relevance of the example project to this contract. Enter any other information 18. Other Professional Qualifications. Provide information requested by the agency for each example project. on any other professional qualifications relating to this contract, such as education, professional registration, publications, organizational memberships,certifications,training, awards,and foreign language capabilities. STANDARD FORM 330 (REV. 7/2021) PAGE 2 OF INSTRUCTIONS DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 25. Firms from Section C Involved with this Project. Indicate 29. Example Projects Key. List the key numbers and titles of which firms(or branch offices, if appropriate)on the project team the example projects in the same order as they appear in Section were involved in the example project, and their roles. List in the F. same order as Section C. Section H. Additional Information. Section G. Key Personnel Participation in Example Projects. 30. Use this section to provide additional information This matrix is intended to graphically depict which key specifically requested by the agency or to address selection personnel identified in Section E worked on the example projects criteria that are not covered by the information provided in listed in Section F. Complete the following blocks(see example Sections A-G. below). Section I. Authorized Representative. 26.and 27. Names of Key Personnel and Role in this Contract. List the names of the key personnel and their 31.and 32. Signature of Authorized Representative and proposed roles in this contract in the same order as they appear Date. An authorized representative of a joint venture or the in Section E. prime contractor must sign and date the completed form. Signing attests that the information provided is current and 28. Example Projects Listed in Section F. In the column factual,and that all firms on the proposed team agree to work on under each project key number(see block 29)and for each key the project. Joint ventures selected for negotiations must make person, place an"X"under the project key number for available a statement of participation by a principal of each participation in the same or similar role. member of the joint venture. 33. Name and Title. Self-explanatory. SAMPLE ENTRIES FOR SECTION G (MATRIX) 26. NAMES OF KEY 27. ROLE IN THIS 28. EXAMPLE PROJECTS LISTED IN SECTION F PERSONNEL CONTRACT (Fill in "Example Projects Key"section below first,before (From Section E, (From Section E, completing table. Place X"under project key number for Block 12) Block 13) participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 X X Jane A. Smith Chief Architect X X X X Joseph B. Williams Chief Mechanical Engineer Tara C. Donovan Chief Electricial Engineer X X X 29. EXAMPLE PROJECTS KEY • NUMBER TITLE OF EXAMPLE PROJECT(From Section F) NUMBER TITLE OF EXAMPLE PROJECT(From Section F) 1 Federal Courthouse, Denver, CO 6 XYZ Corporation Headquarters, Boston, MA 2 Justin J. Wilson Federal Building, 7 Founder's Museum, Newport, RI Baton Rouge, LA STANDARD FORM 330 (REV. 7/2021) PAGE 3 OF INSTRUCTIONS DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 Part II=General Qualifications See the"General Instructions"on page 1 for firms with branch 9. Employees by Discipline. Use the relevant disciplines and offices. Prepare Part II for the specific branch office seeking associated function codes shown at the end of these instructions work if the firm has branch offices. and list in the same numerical order. After the listed disciplines, write in any additional disciplines and leave the function code 1. Solicitation Number. If Part II is submitted for a specific blank. List no more than 20 disciplines. Group remaining contract, insert the agency's solicitation number and/or project employees under"Other Employees"in column b. Each person number, if applicable, exactly as shown in the public can be counted only once according to his/her primary function. announcement or agency request. If Part II is prepared for a firm(including all branch offices),enter the number of employees by disciplines in column c(1). If Part II 2a-2e. Firm(or Branch Office)Name and Address. Self- is prepared for a branch office,enter the number of employees explanatory. by discipline in column c(2)and for the firm in column c(1). 3. Year Established. Enter the year the firm(or branch 10. Profile of Firm's Experience and Annual Average office,if appropriate)was established under the current name. Revenue for Last 5 Years. Complete this block for the firm or branch office for which this Part II is prepared. Enter the 4. Unique Entity Identifier. Insert the unique entity identifier experience categories which most accurately reflect the firm's issued by the entity designated at SAM. See FAR part 4.6. technical capabilities and project experience. Use the relevant experience categories and associated profile codes shown at the 5. Ownership. end of these instructions, and list in the same numerical order. After the listed experience categories,write in any unlisted a.Type. Enter the type of ownership or legal structure of the relevant project experience categories and leave the profile firm(sole proprietor, partnership, corporation,joint venture,etc.). codes blank. For each type of experience,enter the appropriate revenue index number to reflect the professional services b.Small Business Status. Refer to the North American revenues received annually(averaged over the last 5 years)by Industry Classification System(NAICS)code in the public the firm or branch office for performing that type of work. A announcement,and indicate if the firm is a small business particular project may be identified with one experience category according to the current size standard for that NAICS code(for or it may be broken into components,as best reflects the example, Engineering Services(part of NAICS 541330), capabilities and types of work performed by the firm. However, Architectural Services(NAICS 541310),Surveying and Mapping do not double count the revenues received on a particular Services(NAICS 541370)). The small business categories and project. the intemet website for the NAICS codes appear in FAR part 19. Contact the requesting agency for any questions. Contact your 11. Annual Average Professional Services Revenues of Firm local U.S.Small Business Administration office for any questions for Last 3 Years. Complete this block for the firm or branch office regarding Business Status. for which this Part II is prepared. Enter the appropriate revenue index numbers to reflect the professional services revenues 6a-6c. Point of Contact. Provide this information for a received annually(averaged over the last 3 years)by the firm or representative of the firm that the agency can contact for branch office. Indicate Federal work(performed directly for the additional information. The representative must be empowered Federal Government,either as the prime contractor or to speak on contractual and policy matters. subcontractor), non-Federal work(all other domestic and foreign work,including Federally-assisted projects), and the total. 7. Name of Firm. Enter the name of the firm if Part II is prepared for a branch office. 12. Authorized Representative. An authorized representative of the firm or branch office must sign and date the 8a-8c. Former Firm Names. Indicate any other previous completed form. Signing attests that the information provided is names for the firm(or branch office)during the last six years. current and factual. Provide the name and title of the authorized Insert the year that this corporate name change was effective representative who signed the form. and the associated unique entity identifier. This information is used to review past performance on Federal contracts. STANDARD FORM 330 (REV. 7/2021) PAGE 4 OF INSTRUCTIONS DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 List of Disciplines (Function Codes) Code Description Code Description 01 Acoustical Engineer 32 Hydraulic Engineer 02 Administrative 33 Hydrographic Surveyor 03 Aerial Photographer 34 Hydrologist 04 Aeronautical Engineer 35 Industrial Engineer 05 Archeologist 36 Industrial Hygienist 06 Architect 37 Interior Designer 07 Biologist 38 Land Surveyor 08 CADD Technician 39 Landscape Architect 09 Cartographer 40 Materials Engineer 10 Chemical Engineer 41 Materials Handling Engineer 11 Chemist 42 Mechanical Engineer 12 Civil Engineer 43 Mining Engineer 13 Communications Engineer 44 Oceanographer 14 Computer Programmer 45 Photo Interpreter 15 Construction Inspector 46 Photogrammetrist 16 Construction Manager 47 Planner: Urban/Regional 17 Corrosion Engineer 48 Project Manager 18 Cost Engineer/Estimator 49 Remote Sensing Specialist 19 Ecologist 50 Risk Assessor 20 Economist .51 Safety/Occupational Health Engineer 21 Electrical Engineer 52 Sanitary Engineer 22 Electronics Engineer 53 Scheduler 23 Environmental Engineer 54 Security Specialist 24 Environmental Scientist 55 Soils Engineer 25 Fire Protection Engineer 56 Specifications Writer 26 Forensic Engineer 57 Structural Engineer 27 Foundation/Geotechnical Engineer 58 Technician/Analyst 28 Geodetic Surveyor 59 Toxicologist 29 Geographic Information System Specialist 60 Transportation Engineer 30 Geologist 61 Value Engineer 31 Health Facility Planner 62 Water Resources Engineer STANDARD FORM 330 (REV.7/2021) PAGE 5 OF INSTRUCTIONS DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 • List of Experience Categories (Profile Codes) Code Description Code Description A01 Acoustics, Noise Abatement E01 Ecological&Archeological Investigations A02 Aerial Photography;Airborne Data and Imagery E02 Educational Facilities;Classrooms Collection and Analysis E03 Electrical Studies and Design A03 Agricultural Development;Grain Storage; Farm Mechanization E04 Electronics A04 Air Pollution Control E05 Elevators; Escalators; People-Movers A05 Airports; Navaids;Airport Lighting;Aircraft Fueling E06 Embassies and Chanceries A06 Airports;Terminals and Hangars; Freight Handling E07 Energy Conservation; New Energy Sources A07 Arctic Facilities E08 Engineering Economics E09 Environmental Impact Studies, A08 Animal Facilities Assessments or Statements A09 Anti-Terrorism/Force Protection El Environmental and Natural Resource A10 Asbestos Abatement Mapping All Auditoriums&Theaters El1 Environmental Planning Al2 Automation;Controls; Instrumentation E12 Environmental Remediation E13 Environmental Testing and Analysis • B01 Barracks; Dormitories B02 Bridges F01 Fallout Shelters; Blast-Resistant Design F02 Field Houses;Gyms;Stadiums CO1 Cartography F03 Fire Protection CO2 Cemeteries(Planning&Relocation) F04 Fisheries; Fish ladders F05 Forensic Engineering CO3 Charting: Nautical and Aeronautical F06 Forestry&Forest products C04 Chemical Processing&Storage C05 Child Care/Development Facilities GO1 Garages;Vehicle Maintenance Facilities; C06 Churches;Chapels Parking Decks C07 Coastal Engineering G02 Gas Systems(Propane; Natural, Etc.) CO8 Codes; Standards; Ordinances G03 Geodetic Surveying: Ground and Air-borne C09 Cold Storage; Refrigeration and Fast Freeze G04 Geographic Information System Services: C10 Commercial Building (low rise);Shopping Centers Development,Analysis,and Data Collection Cl1 Community Facilities G05 Geospatial Data Conversion:Scanning, C12 Communications Systems;TV; Microwave Digitizing,Compilation,Attributing,Scribing, C13 Computer Facilities;Computer Service Drafting C14 Conservation and Resource Management G06 Graphic Design C15 Construction Management H01 Harbors;Jetties; Piers,Ship Terminal C16 Construction Surveying Facilities C17 Corrosion Control;Cathodic Protection; Electrolysis H02 Hazardous Materials Handling and Storage C18 Cost Estimating;Cost Engineering and H03 Hazardous,Toxic, Radioactive Waste Analysis; Parametric Costing; Forecasting Remediation C19 Cryogenic Facilities H04 Heating;Ventilating;Air Conditioning H05 Health Systems Planning DO1 Dams(Concrete;Arch) H06 Highrise;Air-Rights-Type Buildings D02 Dams(Earth;Rock);Dikes; Levees H07 Highways; Streets;Airfield Paving; Parking Lots D03 Desalinization (Process&Facilities) H08 Historical Preservation DO4 Design-Build-Preparation of Requests for Proposals H09 Hospital&Medical Facilities D05 Digital Elevation and Terrain Model Development H10 Hotels; Motels D06 Digital Orthophotography H11 Housing (Residential,Multi-Family; D07 Dining Halls;Clubs; Restaurants Apartments;Condominiums) D08 Dredging Studies and Design H12 Hydraulics&Pneumatics H13 Hydrographic Surveying STANDARD FORM 330 (REV. 7/2021) PAGE 6 OF INSTRUCTIONS DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 List of Experience Categories (Profile Codes continued) Code Description Code Description 101 Industrial Buildings; Manufacturing Plants P09 Product, Machine Equipment Design 102 Industrial Processes;Quality Control P10 Pneumatic Structures,Air-Support Buildings 103 Industrial Waste Treatment P11 Postal Facilities 104 Intelligent Transportation Systems P12 Power Generation,Transmission, Distribution 105 Interior Design;Space Planning P13 Public Safety Facilities 106 Irrigation; Drainage RO1 Radar;Sonar; Radio&Radar Telescopes J01 Judicial and Courtroom Facilities R02 Radio Frequency Systems&Shieldings L01 Laboratories;Medical Research Facilities R03 Railroad; Rapid Transit L02 Land Surveying R04 Recreation Facilities(Parks, Marinas, Etc.) L03 Landscape Architecture R05 Refrigeration Plants/Systems L04 Libraries;Museums;Galleries R06 Rehabilitation(Buildings;Structures; Facilities) L05 Lighting(Interior; Display;Theater, Etc.) R07 Remote Sensing L06 Lighting(Exteriors;Streets; Memorials; R08 Research Facilities Athletic Fields, Etc.) R09 Resources Recovery; Recycling MO1 Mapping Location/Addressing Systems R10 Risk Analysis M02 Materials Handling Systems;Conveyors;Sorters R11 Rivers;Canals;Waterways;Flood Control M03 Metallurgy R12 Roofing M04 Microclimatology;Tropical Engineering S01 Safety Engineering;Accident Studies;OSHA M05 Military Design Standards Studies M06 Mining&Mineralogy SO2 Security Systems; Intruder&Smoke Detection MO7 Missile Facilities(Silos; Fuels;Transport) S03 Seismic Designs&Studies M08 Modular Systems Design; Pre-Fabricated Structures or SO4 Sewage Collection,Treatment and Disposal Components S05 Soils&Geologic Studies; Foundations S06 Solar Energy Utilization NO1 Naval Architecture;Off-Shore Platforms S07 Solid Wastes; Incineration; Landfill NO2 Navigation Structures; Locks S08 Special Environments; Clean Rooms, Etc. NO3 Nuclear Facilities; Nuclear Shielding S09 Structural Design;Special Structures 001 Office Buildings;Industrial Parks S10 Surveying; Platting; Mapping; Flood 002 Oceanographic Engineering Plain Studies 003 Ordnance;Munitions;Special Weapons S11 Sustainable Design S12 Swimming Pools P01 Petroleum Exploration; Refining S13 Storm Water Handling&Facilities P02 Petroleum and Fuel(Storage and Distribution) T01 Telephone Systems(Rural;Mobile;Intercom, P03 Photogrammetry Etc.) PO4 Pipelines(Cross-Country-Liquid&Gas) T02 Testing&Inspection Services P05 Planning(Community, Regional,Areawide and State) T03 Traffic&Transportation Engineering T04 Topographic Surveying and Mapping P06 Planning(Site, Installation, and Project). T05 Towers(Self-Supporting&Guyed Systems) P07 Plumbing&Piping Design T06 Tunnels&Subways P08 Prisons&Correctional Facilities STANDARD FORM 330 (REV.7/2021) PAGE 7 OF INSTRUCTIONS DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 List of Experience Categories (Profile Codes continued) Code Description U01 Unexploded Ordnance Remediation UO2 Urban Renewals;Community Development UO3 Utilities(Gas and Steam) V01 Value Analysis; Life-Cycle Costing WO1 Warehouses&Depots W02 Water Resources; Hydrology; Ground Water W03 Water Supply;Treatment and Distribution W04 Wind Tunnels; Research/Testing Facilities Design Z01 Zoning; Land Use Studies STANDARD FORM 330 (REV. 7/2021) PAGE 8 OF INSTRUCTIONS DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ARCHITECT-ENGINEER QUALIFICATIONS PART I-CONTRACT-SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE 5. NAME OF FIRM 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) cfzcc Lij >ZmF 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a acre 1— a. ❑CHECK IF BRANCH OFFICE b. ❑CHECK IF BRANCH OFFICE C. ❑CHECK IF BRANCH OFFICE d. ❑CHECK IF BRANCH OFFICE e. ❑CHECK IF BRANCH OFFICE f. ❑CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV.7/2021) DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 16. EDUCATION(Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION(State and Discipline) 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) b. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm C. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm d. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) e (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV.7/2021) PAGE 2 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAMS 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. Complete one Section F for each project) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) • 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. • (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b. (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE C. (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION(City and State). (3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE f. STANDARD FORM 330 (REV. 7/2021) PAGE 3 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY 27. ROLE IN THIS 28. EXAMPLE PROJECTS LISTED IN SECTION F PERSONNEL CONTRACT (Fill in"Example Projects Key"section below before completing table. (From Section E,Block 12) (From Section E,Block 13) Place'X"under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT(From Section F) NUMBER TITLE OF EXAMPLE PROJECT(From Section F) 1 6 2 7 3 8 4 9 5 10 STANDARD FORM 330 (REV. 7/2021) PAGE 4 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE 33. NAME AND TITLE STANDARD FORM 330 (REV. 7/2021) PAGE 5 DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-I 33C6AE569C6 1. SOLICITATION NUMBER(If any) ARCHITECT-ENGINEER QUALIFICATIONS PART II-GENERAL QUALIFICATIONS • (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM(or Branch Office)NAME 3. YEAR ESTABLISHED 4. UNIQUE ENTITY IDENTIFIER 2b. STREET 5. OWNERSHIP a.TYPE 2c. CITY 2d. STATE 2e. ZIP CODE b.SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE 7. NAME OF FIRM(If Block 2a is a Branch Office) 6b. TELEPHONE NUMBER 6c. EMAIL ADDRESS 8a. FORMER FIRM NAME(S)(If any) Sb. YEAR ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER 10. PROFILE OF FIRM'S EXPERIENCE 9. EMPLOYEES BY DISCIPLINE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a.Function c.Number of Employees a.Profile c.Revenue Index b.Discipline b.Experience Number Code Code (1)FIRM (2)BRANCH (see below) Other Employees Total 11. ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUES OF FIRM FOR LAST 3 YEARS 1. Less than$100,000 6. $2 million to less than$5 million (Insert revenue index number shown at right) 2. $100,000 to less than$250,000 7. $5 million to less than$10 million a. Federal Work 3. $250,000 to less than$500,000 8. $10 million to less than$25 million b. Non-Federal Work 4. $500,000 to less than$1 million 9. $25 million to less than$50 million c.Total Work 5. $1 million to less than$2 million 10. $50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a.SIGNATURE b.DATE c.NAME AND TITLE STANDARD FORM 330 (REV. 7/2021) PAGE 6 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ATTACHMENT C SUNBIZ & PROPOSAL RESPONSE TO RFQ DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 DIVISION OF CORPORATIONS N .DSv1 i1c)'f gf i .org C�I r c}, Ar r,LoTifzIl rest tidal [ftt4'tJf JIrfulu ailt41,1110 Department of State / Division of Corporations / Search Records / Search by FEI/EIN Number / Detail by FEI/EIN Number Foreign Profit Corporation STANTEC CONSULTING SERVICES INC. Filing Information Document Number F01000005948 FEI/EIN Number 11-2167170 Date Filed 11/14/2001 State NY Status ACTIVE Last Event CORPORATE MERGER Event Date Filed 12/27/2007 Event Effective Date 12/31/2007 Principal Address 370 INTERLOCKEN BLVD SUITE 300 BROOMFIELD, CO 80021 Changed: 04/06/2019 Mailing Address 10220-103 AVENUE NW SUITE 400 • EDMONTON,AB T5J 0K4 CA Changed: 04/06/2019 Registered Agent Name&Address CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE, FL 32301 Name Changed: 02/14/2013 Address Changed: 02/14/2013 Officer/Director Detail Name&Address Title Director,VP,Asst. Secretary DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 S I ONE, JEI-I-KEY I' 61 COMMERCIAL STREET SUITE 100 ROCHESTER, NY 14614 Title Director, COO, Executive Vice President LERNER, STUART E 475 FIFTH AVENUE 12TH FLOOR NEW YORK, NY 10017 Title President JOHNSTON, GORDON A 10220- 103 AVENUE NW SUITE 400 EDMONTON,AB T5J 0K4 CA Title Secretary HEISLER, CHRISTOPHER 0 10220- 103 AVENUE NW SUITE 400 EDMONTON,AB T5J 0K4 CA Title Treasurer JANG,THERESA 10220- 103 AVENUE NW SUITE 400 EDMONTON,AB T5J OK4 CA Title Executive Vice President KENNEDY, MICHAEL A 6900 PROFESSIONAL PARKWAY EAST SUITE 100 SARASOTA, FL 34240 Title Senior Principal BURNETT,ANDREW W 370 INTERLOCKEN BLVD SUITE 300 BROOMFIELD, CO 80021 Annual Reports Report Year Filed Date I 9ni n munRi9n1 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 2020 01/16/2020 2021 04/16/2021 Document Images 04/16/2021—ANNUAL REPORT View image in PDF format 01/16/2020—ANNUAL REPORT View image in PDF format 05/03/2019--AMENDED ANNUAL REPORT View image in PDF format 04/06/2019--ANNUAL REPORT View image in PDF format 03/15/2018—ANNUAL REPORT View image in PDF format 02/16/2017—ANNUAL REPORT View image in PDF format 08/26/2016--AMENDED ANNUAL REPORT View image in PDF format 04/21/2016—ANNUAL REPORT View image in PDF format 02/05/2015—ANNUAL REPORT View image in PDF format 04/17/2014—ANNUAL REPORT View image in PDF format 04/03/2013--AMENDED ANNUAL REPORT' View image in PDF format 02/14/2013—ANNUAL REPORT View image in PDF format 02/29/2012—ANNUAL REPORT View image in PDF format 02/01/2011—ANNUAL REPORT View image in PDF format 09/07/2010—ANNUAL REPORT View image in PDF format 04/27/2010—ANNUAL REPORT View image in PDF format 04/22/2009—ANNUAL REPORT View image in PDF format 07/24/2008—ANNUAL REPORT View image in PDF format 12/27/2007—Merger View image in PDF format 03/27/2007—ANNUAL REPORT View image in PDF format 06/30/2006--ANNUAL REPORT View image in PDF format 07/13/2005—ANNUAL REPORT View image in PDF format 04/08/2005—Name Change View image in PDF format 01/31/2005—Name Change View image in PDF format 01/31/2005--Name Change View image in PDF format 09/13/2004--ANNUAL REPORT View image in PDF format 08/04/2003—ANNUAL REPORT View image in PDF format 11/06/2002--ANNUAL REPORT View image in PDF format 11/14/2001--Foreign Profit View image in PDF format Florida Department of State,Division of Corporations DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 BID SUBMITTAL QUESTIONNAIRE DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 i CERTIFICATION FORM eyo=ao n oe.ae® o — 6170 This document is a REQUIRED FORM that must be submitted fully completed and submitted. Solicitation No: Solicitation Title: 2022-122-ND Engineering Services for Water&Wastewater Systems Projects BIDDERS NAME:Stsoteo Consulting Sal/less trio NO.OF YFEEc IN BUSINESS:67 NO.OF YEARS IN BUSINESS LOCALLY:33 NO.OF EMPLOYEES:16,000 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS:Comm Castella Cabello Thompson Selman,PA BIDDER PRIMARY ADDRESS(HEADQUARTERS):4004 0220 103 Avenue NW CITY:Edmonton STATE:Alberta ZIP CODE:T512L6 TELEPHONE NO.:760.917.7000 TOLL FREE NO.:NIA FAX NO.:7604117.7330 BIDDER LOCAL ADDRESS:001 Ponce de Leon Boulevard,Salta B00 CITY:Coral Gables STATE:Florida ZIP CODE:33134 PRIMARY ACCOUNT REPRESENTATNE FOR THIS ENGAGEMENT.Ramon Castello PE ACCOUNT REP TELEPHONE NO.:305445-2900 ACCOUNT REP TOLL FREE NO.:WA ACCOUNT REP EMAIL:mmon.mtnIo stanntecmm FEDERAL TAX IDENTIFICATION NO.:11,216717 By virtue of submitting a bid,bidder agrees:a)to complete and unconditional acceptance of the terms and conditions of this document,inclusive of this solicitation, all specifications, attachments, exhibits and appendices and the contents of any Addenda released hereto; b)to be bound, at a minimum,to any and all specifications, terms and conditions contained herein or Addenda;c)that the bidder has not divulged,discussed,or compared the proposal with other bidders and has not colluded with any other bidder or party to any other bid;d)that bidder acknowledges that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws;e)the bidder agrees if this bid is accepted,to execute an appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the bidder and the City of Miami Beach,Florida,for the performance of all requirements to which the bid pertains;and f)that all responses,data and information contained in the bid submittal are true and accurate. The individual named below affirms that s/he:is a principal of the applicant duly authorized to execute this questionnaire,and that the contents of said document(s)are complete,true,and correct to the best of his/her knowledge and belief. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Ramon Castella,PE Representative: Vice President DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 __.\MUM After issuance of solicitation, the City may release one or more addendum to the solicitation, which may provide additional information to bidders or alter solicitation requirements. The City will strive to reach every bidder having received solicitation through the City's e- procurement system. However, bidders are solely responsible for assuring they have received any and all addendum issued pursuant to solicitation.This Acknowledgement of Addendum section certifies that the bidder has received all addendum released by the City pursuant to this solicitation. Failure to obtain and acknowledge receipt of all addenda may result in proposal disqualification. Enter Initial to Enter Initial to Enter Initial to Confirm Confirm Confirm Receipt Receipt Receipt RC Addendum 1 Addendum 6 Addendum 11 RC Addendum 2 Addendum 7 Addendum 12 RC Addendum 3 Addendum 9 Addendum 13 Addendum 4 Addendum 9 Addendum 14 Addendum 5 Addendum 10 Addendum 15 If additional confirmation of addendum is required,submit under separate cover. SECTION 3-CONFLICT OF INTEREST All bidders must disclose the name(s)of any officer, director,agent, or immediate family member(spouse, parent, sibling, and child)who is also an employee of the City of Miami Beach. Further, all bidders must disclose the name of any City employee who owns, either directly or indirectly,an interest of ten(10%)percent or more in the bidder entity or any of its affiliates. p YES p NO If yes,please disclose the name(s): FIRST AND LAST NAME OCCUPATION 1 2 3 4 5 6 SECTION 4-FINANCIAL CAPACITY When requested by the City, each bidder shall arrange for Dun &Bradstreet to submit a Supplier Qualification Report(SQR)directly to the City.No proposal will be considered without receipt,by the City,of the SQR directly from Dun&Bradstreet.The cost of the preparation of the SQR shall be the responsibility of the bidder.The bidder shall request the SQR report from D&B at: https://suppl ierportal.dnb.com/webapp/wcs/stores/servlet/SupplierPortal?storeld=11696 Bidders are responsible for the accuracy of the information contained in its SQR.It is highly recommended that each bidder review the information contained in its SQR for accuracy prior to submittal to the City and as early as possible in the solicitation process. For assistance with any portion of the SQR submittal process,contact Dun&Bradstreet at 800-424-2495. At time of request, bidder shall request that.Dun &Bradstreet submit its Supplier Qualifier Report directly to the City,with bid or within three (3)days of request. SECTION 5-MORATORIUM ON TRAVEL TO AND THE PURCHASE OF GOODS OR SERVICES FROM MISSISSIPPI Pursuant to Resolution 2016-29375, the City of Miami Beach, Florida, prohibits official City travel to the state of Mississippi, as well as the purchase of goods or services sourced in Mississippi. Bidder shall agree that no travel shall occur on behalf of the City of Miami Beach to Mississippi,nor shall any product or services it provides to the City be sourced from this state. By virtue of submitting bid,bidder agrees it is and shall remain in full compliance with Resolution 2016-29375 https://www.miamibeachfl.gov/wp-content/uploads/2017/11/2016-29375-Resolution-Vendor-Moratorium-for-Services-Sources-from-North- Carolina-M ississippi=1.pdf DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 SECTION 6-REFERENCES AND PAST PERFORMANCE Project No. 2022-122-ND Project Title Engineering Services for Water&Wastewater Systems Projects Bidder shall submit at least three(3)references for whom the bidder has completed work similar in size and nature as the work referenced in solicitation. Reference No.1 Firm Name: Miami-Dade Water and Sewer Department Contact Individual Name and Title:Carlos E. Benavides,Project Manager Address:3501 NW 46 Street,Miami,FL 33142 Telephone:(786)552-4361 Contact's Email:carlos.benavides@miamidade.gov Narrative on Scope of Services Provided: NW 57th Avenue 54"Water Main:NW 57th Avenue is a major six-lane divided FDOT urban arterial,which required extensive maintenance of traffic planning for the new transmission main construction. The project consists of installing 1,600 LF of new 54-inch Pre-stressed Concrete Cylinder Pipe(PCCP)water main under a separate JPA contract for MDWASD;connecting to two existing 24-inch DIP water mains(two tapping sleeves and valves),and to one existing 48-inch PCCP water transmission main.Connection to the existing 48-inch PCCP will be made by closing existing butterfly valves to isolate the pipe segment or by the use of 2-to 48-inch line stops assembly.The project includes furnishing and installing Bar Wrapped (C-303) concrete pressure pipe and fittings,54-and 48-inch diameter butterfly valves and 12-thru 24-inch resilient wedge gate valves, specialty valves and fittings of various sizes for the transmission main; making connection to existing mains with tapping sleeves and valves,PCCP-to-DIP adapters,and solid sleeve adapters;air release and flushing valve outlet assemblies and access manholes. Reference No.2 Firm Name:City of Sunrise Contact Individual Name and Title:Timothy Welch,PE, Utilities Director Address:777 Sawgrass Corporate Parkway Sunrise,FL 33325 Telephone:(954)888-6055 Contact's Email:twelch@sunrisefl.gov Narrative on Scope of Services Provided: Stantec was selected to provide Engineering Services for the City of Sunrise.Under this contract we completed various assignments including Lift Station 122,128,and 210 Rehabilitation,East Sunrise Watermain Improvements Phase II,West 44th Street Watermain Replacement,Proposed 12-inch PVC Water Main Improvement SW 121st Avenue, ASR Well Raw and Reuse Water Mains, Joint Participation Agreement (JPA) Relocation of 8-inch Water Main among others.Services provided include engineering analysis and report,design drawings,specifications for the repairs and upgrades,etc. Reference No.3 Firm Name:Charlotte County Utilities Contact Individual Name and Title:Thomas Dunn,PE,County Project Manager Address: Eastport Environmental Campus-25550 Harbor View Road,Unit 1 Port Charlotte, FL 33980 Telephone:(941)764-4363 Contact's Email:Thomas.Dunn@charlottecountyfl.gov Narrative on Scope of Services Provided: Myakka Potable Water Booster Station:Charlotte County potable water service area of West County is serviced from the Peace River Manasota Regional Water Supply Authority via one 12-inch water main subaqueous crossing of the Myakka River at the westerly County boundary to the Gulf Cove Booster Station,and one 16-inch water main mounted on the deck of the SR 776 south bound bridge lane.The current average day potable water demand in west County is approximately 4 MGD during rainy season and 5 MGD during the winter population season.However, with continued growth, demands are anticipated to reach upwards of 10 MGD per day in this service area. To meet these future demands, Charlotte County Utilities(CCU)decided to locate a new potable water booster pump station adjacent to SR 776 in El Jobean that will increase the flow of potable water across the Myakka River into West County. This will address not only address future customer demands but also increase fire flow requirements. TI DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 to function over a wide range of demands with a peak pumping capacity of 6 MGD or approximately 4200 gpm.To allow for this range of demands,a pump speed control system(VFD)was provided for control of the output of the booster station.Three equal sized split-case pumps with 40 HP motors were utilized,two pumps were required to meet the design flow and the third pump was a backup pump. The project also included two chemical feed skids, flow meter and pressure transducers, a chloramine analyzer,and water main piping improvements that connect the new system to the existing 16-inch water main on SR 776. The potable water booster station was installed in a new structure that contained a new vacuum sewer pump station,designed by a different CCU Consultant.Stantec coordinated closely with vacuum sewer designer to ensure the shared onsite generator and electrical feed for both stations was sized correctly. In addition to StantecA¢A A s design,permitting, and construction phase services for the potable water booster pump station, services were provided to analysis the potable water hydraulic system model,sizing of the buildings HVAC system for the building,environmental permitting for wetland impacts of the site improvements,and landscape planning for the site.The project is currently in construction. At DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Firm Name:City of Hallandale Beach Public Works Department Contact Individual Name and Title: Peter A.Kunen,PE,CFM,Assistant Director of Public Works/City Engineer Address:630 N.W.2nd Street,Hallandale Beach,FL 33009 Telephone:(954)457-3042 Contact's Email: pkunen@hallandalebeachfl.gov Narrative on Scope of Services Provided: Proposed 12-inch PVC Water Main Improvement along Foster Road:Installation approximately 3,250 LF of proposed 12-inch Polyvinyl chloride (PVC)Water Main along Foster Road from NW 9th Avenue to NW 4th Avenue,and approximately 2,400 LF of 8-inch PVC water main along NW 9th Street.The project includes installation of new fire hydrants according to City of Hallandale Beach Fire Department requirements,new water services, re-connections of existing stub outs within the project limits, roadway milling and resurfacing and replacement of pavement markings.Services provided include;conducting site investigations,utility coordination,topographic surveys,geotechnical investigation,verified vertical and horizontal on existing utilities, engineering design, develop construction documents (plans.& specifications), permitting through Florida Department of Environmental Protection(FDEP)and Broward County Traffic,and providing support services during procurement and construction. Sea-Level Rise and Coastal Resiliency Plan: The City of Hallandale Beach is taking a pro-active step in combatting the effects of sea-level rise on their community.This proposed study will evaluate the City's "at-risk" infrastructure — specifically Stormwater Utilities. This study will evaluate all the infrastructure components in different sea-level rise scenarios(different sea level rise levels).Once these infrastructure components have been evaluated and a subset has been identified of the most"At-Risk"infrastructure,a report will be developed that will outline the methodology of the study,but more importantly, provide recommendations for potential capital improvement strategies as well as recommendations to future zoning and/or development code that can help future development account for sea-level rise appropriately. SECTION 7-STANDARD TERMS AND CONDITIONS The Standard Terms and Conditions are available at Mtps://www.miamibeachlI.gov/city-hall/procurement/standard-terms-and-conditions/By virtue of submitting a bid, bidder attests that they have read and understand the applicable Standard Terms and Conditions as indicated in the solicitation. Project No. 2022-122-ND Project Title Engineering Services for Water&Wastewater Systems Projects SECTI s N 8-VENDOR CAMPAIGN CONTRIBUTIONS Bidders are expected to be or become familiar with,the City's Campaign Finance Reform laws,as codified in Sections 2-487 through 2-490 of the City Code https://library.municode.com/fl/miami beach/codes/code of ordinances? nodeld=SPAGEOR CH2AD ARTVIISTCO DIV5CAFIRE Bidders shall be solely responsible for ensuring that all applicable provisions of the City's Campaign Finance Reform laws are complied with, and shall be subject to any and all sanctions,as prescribed therein, including disqualification of their bid submittal, in the event of such non- compliance. Are there any individuals or entities (including your sub-consultants) with a controlling financial interest which have contributed to the campaign either directly or indirectly, of a candidate who has been elected to the office of Mayor or City Commissioner for the City of Miami Beach. p YES p NO If yes,list name(first and last name)of individuals,occupation,amount and date: First and Last Name Contributor Occupation Amount Date of Contribution 1 2 3 4 5 6 7 8 9 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 SECTION 9—SUSPENSION, DEBARMENT,OR CONTRACT CANCELLATION Has bidder ever been debarred,suspended or other legal violation,or had a contract cancelled due to non-performance by any public sector agency? p YES p ` NO If answer to above is"YES,"bidder shall submit a statement detailing the reasons that led to action(s): SECTION 10-BYRD ANTI-LOBBYING AMENDMENT CERTIFICATION FORM APPENDIX A,44 C.F.R.PART 18—CERTIFICATION REGARDING LOBBYING Certification for Contracts,Grants,Loans,and Cooperative Agreements The undersigned Contractor certifies,to the best of his or her knowledge,that: 1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of an agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. 2.If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying,"in accordance with its instructions. 3. The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts,subgrants,and contracts under grants,loans,and cooperative agreements)and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into.Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure Act of 1995).Any person who fails to file the required certification shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. The undersigned Contractor certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure,if any.In addition,the Contractor understands and agrees that the provisions of 31 U.S.C.§3801 et seq.,apply to this certification and disclosure,if any. By virtue of submitting bid,bidder certifies or affirms its compliance with the Byrd Anti-Lobbying Amendment Certification. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Ramon Castella,PE Representative: Vice President DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 AND DEBARMENT CERTIFICATION The Contractor acknowledges that: (1)This Contract is a covered transaction for purposes of 2 C.F.R.pt.180 and 2 C.F.R.pt.3000.As such the contractor is required to verify that none of the Contractor, its principals(defined at 2 C.F.R. § 180.995), or its affiliates(defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified(defined at 2 C.F.R.§180.935). (2)The Contractor must comply with 2 C.F.R. pt. 180,subpart C and 2 C.F.R. pt.3000,subpart C and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into. (3)This certification is a material representation of fact relied upon by the City.If it is later determined that the Contractor did not comply with 2 C.F.R.pt. 180,subpart C and 2 C.F.R. pt.3000,subpart C, in addition to remedies available to the City,the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. (4)The Contractor agrees to comply with the requirements of 2 C.F.R. pt. 180,subpart C and 2 C.F.R. pt. 3000, subpart C while this offer is valid and throughout the period of any contract that may arise from this offer.The Contractor further agrees to include a provision requiring such compliance in its lower tier covered transactions." By virtue of submitting bid,bidder certifies or affirms its compliance with the Suspension and Debarment Certification. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Ramon Castello,PE Representative: Vice President SECTION 12-SMALL AND DISADVANTAGED BUSINESS CERTIFICATION Pursuant to Resolution 2020-31519, the City is tracking the Small and Disadvantaged Businesses, as certified by Miami-Dade County that have been certified as Small or Disadvantaged Business by Miami-Dade County. Does bidder possess Small or Disadvantaged Business certification by Miami-Dade County? 0 YES p NO SECTION 13-LGBT BUSINESS ENTERPRISE CERTIFICATION Pursuant to Resolution 2020-31342,the City is tracking the utilization of LGBT owned firms that have been certified as an LGBT Business Enterprise by the National Gay and Lesbian Chamber of Commerce(NGLCC). Does bidder possess LGBT Business Enterprise Certification by the NGLCC? 0 YES IS NO SECTION 14—CONE OF SILENCE Pursuant to Section 2-486 of the City Code,all procurement solicitations once advertised and until an award recommendation has been forwarded to the City Commission by the City Manager are under the "Cone of Silence." The Cone of Silence ordinance is available at hops: libra .municode.com/fl/miami beach/codes/code of ordinances?nodeld=SPAGEOR CH2AD ARTVIISTCO DIV4PR S2-486COSI Any communication or inquiry in reference to this solicitation with any City employee or City official is strictly prohibited with the of exception communications with the Procurement Director,or his/her administrative staff responsible for administering the procurement process for this solicitation providing said communication is limited to matters of process or procedure regarding the solicitation.Communications regarding this solicitation are to be submitted in writing to the Procurement Contact named herein with a copy to the City Clerk at rafaelgranadoPmiamibeachfl.gov Vendor attests that they have read,understand,and are in compliance with the Cone of Silence Ordinance,pursuant to Section 2-486 of the City Code? p YES ` O NO • SECTION 15—CODE OF USINESS ETHICS Pursuant to City Resolution No.2000-37879,the Bidder shall adopt a Code of Business Ethics("Code")and submit that Code to the Procurement Division with its response or within three (3) days upon receipt of request. The Code shall, at a minimum, require the Bidder, to comply with all applicable governmental rules and regulations including,among others,the conflict of interest,lobbying and ethics provision of the City of Miami Beach and Miami Dade County. Bidder shall submit firm's Code of Business Ethics within three (3) of request by the City. In lieu of submitting Code of Business Ethics, Vendor may indicate that it will adopt, as required in the ordinance, the City of Miami Beach Code of Ethics, available at http://www.miamibeachfl.gov/city_ ha l l/procu rement/procu rement-related-ordinance-and-procedures/ Bidder adopts the City of Miami Beach Code of Business Ethics? 0 YES p NO BipocuSign Envelope ID_1A924BD4_AD53-4645 A635.133C6AE569C6 f request by the City? p YES p NO SECTION 16—DRUG FREE WORKPLACE CERTIFICATION The Drug Free Workplace Certification is available at: https://www.miamibeachfl.gov/wp-content/uploads/2019/04/DRUG-FREE-WORKPLACE-CERTIFICATION.p_dt By virtue of submitting bid, bidder certifies or affirms it has adopted policies, practices and standards consistent with the City's Drug Free Workplace Certification. SECTION 17—LOBBYIST REGISTRATION REQUIREMENTS This solicitation is subject to, and all bidders are expected to be or become familiar with, all City lobbyist laws. Bidders shall be solely responsible for ensuring that all City lobbyist laws are complied with,and shall be subject to any and all sanctions,as prescribed therein, including,without limitation, disqualification of their responses,in the event of such non-compliance. By virtue of submitting bid,bidder certifies or affirms that they have read and understand the above Lobbyist Registration Requirements. SECTION 18—NON-DISCRIMINATION The Non-Discrimination ordinance is available at: hps://Iibrary.municode.com/fl/miami beach/codes/code of ordinances?nodeld=SPAGEOR CH2AD ARTVIPR DIV3COPR S2-375NSCCOREWA By virtue of submitting bid,bidder agrees it is and shall remain in full compliance with Section 2-375 of the City of Miami Beach City Code. SECTION 19—FAIR CHANCE REQUIREMENT The Fair Chance Ordinance No.2016-4012 is available at: hops://Iibrary.municode.com/fl/miami beach/codes/code of ordinances?nodeld=SPAGEOR CH62HURE ARTVFACHOR By virtue of submitting bid,bidder certifies that it has adopted policies,practices and standards consistent with the City's Fair Chance Ordinance. Bidder agrees to provide the City with supporting documentation evidencing its compliance upon request. Bidder further agrees that any breach of the representations made herein shall constitute a material breach of contract, and shall entitle the City to the immediate termination for cause of the agreement,in addition to any damages that may be available at law and in equity. SECTION 20—PUBLIC ENTITY CRIMES Please refer to Section 287.133(2)(a),Florida Statutes,available at: jigps://www.flsenate.gov/Laws/Statutes/2012/287.133 By virtue of submitting bid, bidder agrees with the requirements of Section 287.133, Florida Statutes, and certifies it has not been placed on convicted vendor list. SECTI OM 21—VETERAN BUSINESS ENTERPRISES PREFERENCE Pursuant to City of Miami Beach Ordinance No. 2011-3748, https://library.municode.com/fl/miami beach/codes/code of ordinances? nodeld=SPAGEOR CH2AD ARTVIPR DIV3COPR 52-374PRPRPRVECOGOCOSE the City shall give a preference to a responsive and responsible bidder which is a small business concern owned and controlled by a veteran(s)or which is a service-disabled veteran business enterprise,and which is within five percent (5%) of the lowest and best bidder, by providing such bidder an opportunity of providing said goods or contractual services for the lowest responsive bid amount.Whenever, as a result of the foregoing preference,the adjusted prices of two(2) or more bidders which are a small business concern owned and controlled by a veteran(s)or a service-disabled veteran business enterprise constitute the lowest bid pursuant to an ITB, RFP, RFQ, ITN or oral or written request for quotation,and such bids are responsive,responsible and otherwise equal with respect to quality and service,then the award shall be made to the service-disabled veteran business enterprise. Is the bidder a service-disabled veteran business enterprise certified by the State of Florida? YES p NO Is the bidder a service-disabled veteran business enterprise certified by the United States Federal Government? p YES 151 NO DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 '„, / G, / ti L :�, / s. 1 yet, 'IL 73, ,a J (� is' ;R.!, ir. jj p�" { o ,.alP, t ': ry{ I.yr t 4 I n C'' : %1.. � r4.4 • i$ i` n F fi. ff $ a '.:Z.., rNr a • ppe� ."„a2F a ET'' r,. r .� i. ci i^ . `m c if 1 'i• v l,.. i• xfi n 1,--c, u`• w Fr, r j � X ;4 • 2 ,y,k i7 1 + . ‘'4 j} . , .,%? ,i r � *3 S`-.VJ •'"'`S ,. fi; + • 'a '1 , : F` ' - ;. mi. ?�v�L�', ',, ix � ,r. _ i" . . .,. ':4--...k•:...i., 1 . . , dip :* ,,n15,,,, ,-,:...i4 ; A tel.:- --� � t1 TAB 1 V V' c l- S. Cover Letter and Table of Contents J moo, y R- c�i. j 4i'lile.::' • L. - .r am r1. -.+.br n;rjT I, b , ,, ,{ �i;V N ,lei '' - - ii � , "V � DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Cover Letter and Table o Contents Stantec's founder,Don Stanley,set out on a mission to provide clean water to communities like yours with the promise of designing innovative systems to improve quality of life.Our purpose hasn't changed much in the past six decades,but ourservices have greatly evolved.Stantec has grown into a multi-discipline practice that unites 22,000 employees working in more than 400 locations across 6 continents. You know who we are.Stantec—a firm which has served the City of Miami Beach and other utilities in the greater South Florida area for over 25 years. Our staff continue to provide the same level of client service and technical expertise you have come to expect,now with greatly expanded engineering capabilities. Our local water staff includes more than 40 engineers and designers with relevant expertise in all aspects of water conveyance engineering—concept planning and modeling,community involvement,alternatives analysis, environmental analysis,permitting,design,construction management,start- up,and operations optimization—all backed by the resources and expertise of Stantec's worldwide network. The following pages provide our Primary Contact for the purposes of this solicitation and a table of contents indicating the sections with tabs and page numbers to facilitate the evaluation committee's review. 3 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 1 Table of Contents • Contents TAB 1 Cover Letter 4 TAB 2 Experience and Qualifications of the Firm and Team 7 2.1 Qualifications of Proposing Firm 17 Relevant Experience 18 2.2 Qualifications of Proposing Team 67 Organizational Chart 68 Resumes 69 2.2.1 Project Experience 118 Licenses and Certifications 177 TAB 3 Approach and Methodology 192 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems]Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 1.Cover Letter Stantec March 25,2022 Dear Ms. Delgado and Members of the Selection Committee, • Stantec is pleased to present our qualifications for providing the City of Miami Beach with RE: engineering services for this contract.Given the City's aging infrastructure,the City wishes Engineering Services for to enhance many of their most critical water and wastewater systems with infrastructure Water&Wastewater Systems projects,many of which are identified in their 5-year Capital Improvement Plan(CIP). The Projects—RFQ 2022-122-ND goal of this contract is to improve the City's water and wastewater infrastructure to provide the highest level of service and withstand the impacts of sea level rise(SLR)and climate change. Through this proposal,we introduce you to our local team of professionals—many of whom you already know-along with other regional technical experts who are ready and City of Miami Beach available to work with you on this contract. 1700 Convention Center Drive Miami Beach,Florida 33139 Recently,the City has made a considerable investment in several studies and report to identify major infrastructure needs to address challenges associated with climate ATTN: change and sea level rise,aging water/wastewater systems,stormwater management and Natalia Delgado, transportation planning. Stantec is currently assisting the City with some of these ongoing Procurement Department challenges and excited to continue this collaboration. Stantec has been providing professional engineering services for nearly five decades in South Florida.Our experienced engineering team has a unique understanding of the issues, challenges,and solutions facing the Southeast Florida area and,more importantly,the City of Miami Beach.With over 22,000 employees working in more than 400 locations,we can bring Stantec Consulting Services Inc. expertise and innovative solutions from across the world to the local communities we serve. 901 Ponce de Leon Boulevard,Suite It is with this same drive and passion that we will approach each project and every aspect of 900,Coral Gables,Florida 33134 your needs.We believe that our local familiarity,blended with our national and international T:(305)445-2900 expertise provides the City with the value and trust you desire in a consultant. F:(305)445-3366 Our Team's water/wastewater,pipeline,hydraulic modeling,storage tanks and pump station CONTACT: experience in South Florida—For nearly 50 years we have worked with and continue to Dave Clarke,PE,CFM serve many municipalities in the region including City of Miami Beach,North Miami Beach, (305)445-2900 City of Hallandale Beach,Miami-Dade Water and Sewer Department,City of Sunrise,Town of dave.clarke@stantec.com. Davie,Broward,Palm Beach,and many more. The Stantec team has aided clients through all aspects of utility consulting services,including report and studies,planning and hydraulic modeling,regulatory compliance,detailed design,permitting,bidding assistance and construction administration. A Deep Bench of Local Experience—We are leaders in conveyance,hydrogeology design, utility financing,operations and maintenance of treatment plants and systems,distribution and storage facilities,and utility asset management using GIS. We have worked with many • utilities from conducting infrastructure assessment to replacement of aging and undersized water and wastewater pipelines utilizing open-cut,pipe bursting,and,horizontal directional drill. Our experience in design of water distribution and wastewater collection systems includes miles of pipeline in various materials ranging in size from 2-inch thru 64-inches here in south Florida. We offer a specialized integrated team of hydraulic modelers with experience in developing,calibrating,testing,and analyzing computer models that simulate the hydraulics of potable water.distribution and wastewater collection systems using • infowater and infoworks.We have completed numerous hydraulic models to assist our clients with master planning,capacity evaluation,water quality/age and fire flow.Stantec has completed the design of over 1,000 water and wastewater pump/lift stations,ranging in capacity from 230 gpm to 640,000 gpm,with connected horsepower as high as 94,000 HP. We have partnered with numerous utilities in the assessment,repair,and rehabilitation and design of above ground storage tanks. City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 1.Cover Letter Our Experience with the City—We know that Miami Beach is unique in many ways within our region,and we are very familiar with the particular challenges and opportunities the City provides. Because of our over 50 years of work in the region,we have extensive knowledge of its water and wastewater,drainage,transportation,and natural systems.We routinely deal with local stakeholder groups and work with elected officials,multiple governmental agencies,residents,and community and business groups. We are proud of the projects we have had the fortunate opportunity to assist the City with over the years with their water and wastewater infrastructure needs and is currently doing.These projects include the Alton Road 8-inch water main,12-inch watermain,20-inch watermain,new wastewater pump stations,gravity sewer replacement and new force main where our-Project Manager Dave Clarke is Engineer of record.Stantec continues to be a trusted partner for City providing construction administration services in some of the most sensitive areas within the City on numerous infrastructure improvement projects which includes Palm and Hibiscus Islands,Sunset Islands 3 and 4,and the Miami Beach Convention Center.Our permitting and Environmental Team has assisted the City in securing permits on water and wastewater pump stations and numerous other infrastructure projects with state and local permitting agencies. Our Public Involvement Team,Media Relations Group,LLC(MRG),has been working regularly in the City of Miami Beach for more than nine years.Along with the City's Capital Improvement Department,MRG's staff has led public involvement efforts for neighborhood improvement projects in Parkview Island,Sunset Islands 3 and 4,Central Bayshore South,and Palm and Hibiscus Islands,as well as the South Pointe Park Rehabilitation and South Pointe Park Water Feature projects. MRG has also led public involvement efforts for the City's Public Works Department including the citywide Sewer Rehabilitation Project(SSES),1 Street Improvements,Flamingo Park Neighborhood Improvements,and the installation of the 54-inch force main,which was one of kind.Throughout these projects,MRG has always communicated with City's Communications Department,City Staff,and various resident-based organizations.Their team has dealt with the public on a personal level and established a sense of trust which is essential to a successful public involvement approach. Our Team also includes professionals who are passionate about the environment and committed to helping the City become more sustainable and resilient. We are a platform partner of the 100 Resilient Cities Program,familiar with the Southeast Florida Climate Compact and specialize in helping coastal communities become more resilient to physical,social and economic challenges. Our Leadership Team—A contract with this level of diversity requires a qualified,experienced leader at the helm.Stantec is proud to present Dave Clarke,PE,CFM as Project Manager. Dave possesses 20 years of expertise in water,wastewater,project management, and the South Florida regulatory environment.Dave will be responsible for the overall management of each assigned project.Dave is a talented project manager who brings solid technical solutions to problem solving while keeping the client's needs in mind. Along with numerous senior project engineers.Ramon Castella,PE,ENV SP,LEED AP will serve as Principal in Charge,leading the implementation team and ensuring that all resources are available to the City. Our Partners—Snubbs Consulting Inc.(DBE &SBE),was incorporated in the State of Florida in January 2012 and is a multi- disciplinary consulting engineering firm based in South Florida specializing in water and wastewater design,water resources,roadway design,transportation planning,and wastewater disposal.Alicia Ana Gonzalez of Media Relations Group,LLC(MRG)(DBE&SBE) will be our Public Information liaison.MRG,is a public information firm specializing in public and private sector public involvement campaigns for the past 23 years. MRG provides media relations,marketing,graphics services,the organization of business interests, grassroots door-to-door consensus building and serves as a spokesperson for its clients.A commitment to personal interaction and strong relationships MRG's standard. Our Team is keenly aware that all successful projects begin with effective outreach to as many impacted stakeholders as possible.We fully understand Miami Beach's unique blend of affluent residents,historically significant infrastructure,and world-class,tourism-based businesses.We know it is important to give advanced notification of impacts and specialized modifications to standard construction means,methods and time frames and have the tools and experience to do so. Longitude Surveyors,LLC(DBE&SBE)will provide topographical survey support and GCES Engineering Services,LLC(DBE&SBE) will provide geotechnical investigations. We have reviewed your proposed RFQ contract terms and believe that should we be selected for this assignment,we will be able to conclude a mutually satisfactory contract with the City. With the qualifications highlighted above and details within the proposal,Stantec is enthusiastic about this contract and sincerely appreciates the opportunity to present our qualifications for your review.We look forward to the opportunity to present our ideas and solutions in assisting the City with the challenges you face and ultimately helping you better serve your community. If you have any questions about this submittal,pleasele do not hesitate to coact me at 786-502-0760, or email at dave.clarke@stantec.com. Since p,i (s41/.! as. Ramon Castella,PE,ENV SP,LEED AP a Clarke,PE,CFM Vice President/Principal in Charge Project Manager City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ,.. , , , , -, -, . % Y -, ,',-:-...Z.U.,, ..4,.' :.-q•'', :1'2;i4 c117', 4..,:oesor .:,:,.. _ ,-, . . t-, , -flt, t.•,-L? -,• N'''‘,.., ', , . '-.-- /- ^.‘" , _.. ,, %i--t -, t' ' " -- -.---4 0-' ', "',k• .: .'"- ."'"-----..; ,,..''..! er . -4 ..,.,',.,,, ... ir .. . . ,...._ 1 i.:., ,:..., 7-w .. , ..,..-e...„.., . .. , ,,,,, ,,,,,,..,„ 4.7-41; ' • ir , _ (-1,2_ , .-4., -.-.? ,4,.., 4.1..,,, • ....-.•- 4......, . , .,,:..,,,,,,,, i ,Dt% cv- . • ,r/ , r, , r•,',1 .s,,tiN 1 • 4._,.._. X `...... tir' ., ,',' '-'1"'•YL .4.".' ..-,4; ) .., , , •..., -- .4. .1 _, / ' t i• '''' Ar-- ' - I i • . ' Ail, , ..... 1 - A / , Oi'.oil MOP .6 / -,-,---•-,-7--zr-r--7:._-,7 - , itrW7 -,t, -- __,.- ,,,, --- •,--,.., ...7. TAB 2 1, 1.**0 ......_ Experience and Qualifications , •, _ IN; • -1..til.% i --- '' of the Firm and Team ---- L-- _ • , -- -:l' g' : ar ....... ..,: _ _ _ , .._.„ ___ ,..,,, _. . ., 'Ti =....__ -• .,.. . . .. ,...... ,,,,._... . ,_ .__ ___, ... • ........„ .,,,.., ,.,,. ., ...„ ... 1I ..„.„,:_,. .,__ _ , !!..-. '''. ' I '' • .-- - _ ......, .- ..'"'.1....iii , . %01.437.4.;',.• _ -...-...... — LIola, '1,:',...;:"7 • _ ___ ..,. . . - - , - ;,.• - ,,,,...' -../ ,-'p*- „L.,- .0, .., ,o, - -,,..c.., 0°' 01. ,. . --.4.... ....., miraiitniir,s4,000.s 410411,410.'Ir., l•-. , .r at Mt"' , . •. ,,,, .. 4•••''' '- ••••••• 4.08.1.4111.4i :: ,,••••. •...••••••- -- - , • .„... ...I* • DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 Experience and Qualifications of th Firm and T eam Our locally-based team has successfully delivered over 100 miles of large diameter water transmission pipeline designs throughout Florida—and many public utilities in between.The City of Miami Beach will benefit from our record of high-quality,reliable engineering coupled with innovative approaches that produce highly-constructible,functional designs that meet owner's goals for their investments. The following pages provide descriptions of similar projects completed within the last ten years.We invite you to contact the references-as well as those listed in Section H of this proposal—to learn more about our ability to successfully deliver your project. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND U DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team IN-HOUSE EXPERTISE drives.The wetwells are over 30 feet deep,requiring a coffercell and tremie seal to control groundwater during construction. Over the next five years,the City's wastewater CIP identify over 27 wastewater projects which include new gravity sewer Stantec realizes that storage facilities are costly elements of an upgrades(replacement and lining),sanitary sewer survey an overall water distribution system and knows that considerable evaluation(SSES),force main and pumpstation upgrades. The planning and design is essential to ensure these components water CIP projects,approximately 29 improvement projects, benefit the water operations,are cost effective,and enhance the includes watermain replacement/upsizing,booster station level of service to the customer. rehabilitation and new storage tank and repairs to existing.The i.- - • : f .> w��_ 0. City has been proactive in their desire to have a reliable and ' a-:i '___--�,, - resilient infrastructure and has identified infrastructure projects 111 E'�b' i,, I{' 1ri( i;,, t,,),L'io through 2044. Through this continuing services contract,the City ' -will select a prime consultant as well as a pool of prequalified ;.consultants to assist with selection and implementation of `those critical projects now and in the future.Stantec is currently assisting the City with watermain replacement/upgrades,gravity ,sewer replacement,new force main and pump stations along Alton ' I Road as part of the FDOT roadway improvement project.Below we have outlined several of the potential service needsidentified by the City and provided additional insight on our , f/i )(approach,experience,and proposed vision to assist the City in :irk* '"#=� ..,, ) • N successfully completing these projects. .` ,/) ;- } ` ), ,,/ Water and Wastewater Pumping/Lift Stations rt , To date,Stantec has completed the design of over 1,000 water ' i/ - - ,09 and wastewater pump/lift stations,ranging in capacity from i(• 230 gallons per minute(gpm)to 640,000 gpm,with connected .' ,i ; \ horsepower as high as 94,000 HP.Stantec completed the design t 4 _• a of 12 wastewater pump stations being upgraded as part of n ' , Miami-Dade Water and Sewer Department's(WASD)Pump Station 4. Improvement Program(PSIP).The program aimed to bring over ..r t� 112 pump stations into compliance,and each pump station had ' to be certified as meeting an established operational requirement. \k ., Stantec worked closely with the PSIP team,WASD,and DERM in \ t•- : ..-_ -_- _ _____ considering climate change impacts for pump station upgrades. Our experience and expertise includes all types of storage systems, Pump station design considered the Unified Sea Level Rise(USER) such as elevated composite towers,in ground steel or concrete Projection implemented by the South Florida Regional Climate tanks,and lined earthen reservoirs.We provide facility planning to Change Compact,and design processes based on asset life.The determine the ideal tank size and location based on optimizing the result was a climate resiliency feature conforming to a Sea Level storage-pumping relationship.We also conduct detailed hydraulic Rise design criteria consistent with ASCE 24-05(Flood Resistant modelling to develop operating guidelines to maximize the storage Design and Construction). For many of the pump stations,elevated use and minimize potential water quality issues. We also provide platforms with steps and handrails,water tight hatches and elevated electrical components with harmonized site grading were visual inspection of the interior and exterior accessible spaces included as part of the design. of existing tanks and provide recommendations for rehabilitation and or replacement as.We recently performed an inspection and Other facilities have included raw water pumping stations,high developed a report with our recommendation to the City of West lift pumping stations,influent and effluent wastewater pumping Palm Beach for their 3.0 MG Steel Ground Water Storage Tank. stations,and many other types of pumping facilities.Our Team has been responsible for successfully completing and delivering =, ° several large master pump station projects here locally,and ,^r 4.,r recently completed Miami Dade Water and Sewer Department's ;. �r (M-D WASD)Pump Station 3,a 29 MGD master sewage pump a@,7� station,including permitting and bidding services.The pump • '...• '; ., '� station is of a multi-level wet well/dry configuration with two self-cleaning wetwells,four 300 hp vertical non-clog pumps with - . - ...�>1.� F medium voltage motors,and medium voltage variable speed , .. , t '°�a.� ., f. Storage Tank Assessment,West Palm Beach,Florida 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFC 2022-122-ND U DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team Inflow and Infiltration (1/l) Reduction rating curve.At higher supercritical flows,the micromonitor offers Communities across the United States are working to find no obstruction,and the AV probe calculates the flow directly from cost-effective,long-term approaches to managing their aging the continuity equation.The micromonitor can be installed in any wastewater infrastructure and preventing the problems that lead pipe,independent of hydraulics and can measure flows as low as to sanitary sewer overflows,treatment of unnecessary wastewater, 1.0 gpm. and permit violations.The City is no different than most utilities ^i • /"" �—\ t.. A ensuring to stretch their funds to garner the maximum benefit for . 1 • `. their use. Working on a Macro Scale ,..'; Our approach starts with prioritizing areas within the collection _- • system with an excessive wet weather response.This is initially • done with traditional flaw monitoring.Stantec has in-house flow ' ` monitoring and data analysis capabilities.We maintain a large - `' inventory of rainfall and flow monitoring equipment and have i • `�"� �` x` • specialized software with advanced flow data analysis tools to Figurel:Micromonitor expedite development of key dry and wet weather parameters. We have professionals with specialized expertise and extensive • experience implementing flow monitoring programs,performing. DID YOU KNOW. critical analysis and interpretation of collected flow data to Consider two sewersheds(A and B),both with approximately support I/I investigations,and quantifying the effectiveness of equal upstream service areas and a resulting;maximum peak rehabilitation/removal efforts. hourly flow rate of 15,500 gallons per day per acre(gpd/acre). Downstream of sewershed A,surcharges during wet weather Once wet weather contributions from the collection system areas periods result in SSOs.Downstream of sewershed B,has have been characterized,we review operational information(e.g. , sufficient residual hydraulic capacity to safely convey excessive sanitary sewer overflows(SSOs))to identify where I/I reduction ; wet weather flows without sewage bypasses.Now consider that • will have the most impact on improving customer service.A fallacy . sewershed A has a measured peak hourly flow rate of 25,000 in prioritizing areas for I/I reduction based solely on wet weather gpd/acre and sewershed B has a measured maximum peak peak flows is that it can lead to false priorities or successfully hourly flow rate of 30,000 gpd/acre. removing I/I,but not making a difference.This is explained further below. . In the above example,sewershed A should be given higher priority than sewershed B despite the fact,that the measured As part of our prioritization process,we will use the hydraulic , peak hourly rate is larger in sewershed B.I/1 removal in. . model to assess the impact of proposed projects.By using the sewershed B may reduce:operating costs and increase residual model,we can estimate what different I/I reduction amounts will have on downstream surcharging.This will allow for thoughtful and sewer capacity,but will not reduce City's annual total number purposeful development of Work Plans. of SSOs:Using pre—,and post-rehabilitation monitoring to quantify I/I reduction is an appropriate metric for evaluating the Working at the Micro Scale effectiveness for completed projects,but may not be a prudent metric for prioritizing those projects,to achieve overall objective/ A unique element of our approach is the application of driver for the WI reduction program. micromonitoring.Micromonitoring is a technique Stantec __ _ pioneered(and patented)that improves upon standard flow monitoring equipment.Micromonitoring permits smaller meter basin sizes and an unparalleled ability to pinpoint I/I sources (including those from private property).The end result is an extremely economical and effective means to manage wastewater collection system SSES and rehabilitation programs. Micromonitoring is similar to conventional flow monitoring but with modifications to the monitoring equipment.This technology uses a device called a micromonitor which is a fibreglass weir insert with a defined rating curve.The weir is installed behind a standard Area- Velocity probe on a Street-Level-Insertion band,thus eliminating Confined Space Entry requirements for installations.At low subcritical flows,the micromonitor acts as a weir with a primary 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 9 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team At the end of the day, Some of the more critical aspects of engineering design for projects anticipated under the City's CIP program include: its about results • Developing a topographic survey and existing utility base plan We know our approach will work,because it has worked. • Evaluating and establishing a pipeline alignment This approach isn't just an idea but successfully • Obtaining verified vertical and horizontal(vvh)location of implemented for similar large utilities existing utilities • Evaluating and selecting pipe material based on intended use, location,and subsurface geology LEXINGTON, KENTUCKY • Identifying and mitigating utility conflicts and constructability Since full implementation of their Capacity Assurance Program issues (CAP)in July 2013,we have assisted LFUCG in eliminating • Determining restrained lengths for vertical/horizontal bends approximately 8.6 million gallons per day(MGD)through I/1 and pipeline valves removal activities. • Identifying and securing required permits and environmental clearances ATLANTA,GEORGIA • Developing Maintenance of Traffic and access plans for proposed construction In our role as Program Manager for Clean Water Atlanta,we . Evaluation of corrosion protection measures developed their hydraulic model to characterize system capacity and supported their I/I identification and removal program.During • Completing surge analysis and implementing control strategies our tenure they achieved an 80%reduction in SSO volumes `'*11111,' "'"' NEW ORLEANS, LOUISIANA V �•" - • • We initiated a pilot study to assess inflow rates from standard • • manhole castings to evaluate benefit of inflow dishes.By integrating this approach into rehabilitation strategy,the City achieved a$1M savings in avoided alternate system rehabilitation the• measures. BOSTON,MASSACHUSETTS We investigated private property inflow sources in urbanized part of City.We were able to quantify that 47%of system inflows were from directly connected buildings allowing the Commission to Figure 2:Miami-Dade WASD 54-inch Watermain successfully remove approximately 1.2 MGD of Inflow from their Working on open cut pipeline projects within the City we are aware sewer system. that muck and other unsuitable material may be encountered. We have worked closely with the City and our Geotechnical partners Water and Wastewater Pipeline Design to develop special backfill details which include woven geotextile material to provide robust trench system. Our approach for developing a pipeline design maximizes functionality and operational life of the system,while minimizing The selection of the best pipe material for a particular water or the operational and maintenance requirements of the facility. Our wastewater line combines the consideration of many different Team is also aware of the need to develop these pipeline designs factors.These factors include design life,pipe size,pipe depth, within the budgeted and available funding.We understand that the construction technique,design pressure,ground conditions, distribution pipeline conveyance systems,such as those projects availability,cost,etc. We are also familiar with many of the anticipated within the City's Master Plan,are critical infrastructure, pipeline rehabilitation methods which include spray on linings, and as such must meet or exceed everyone's expectations long into applied linings,slip lining,and close fitting liners(Swagelining). the future. Successful design and construction of any open-cut pipeline project involves identification,understanding,and evaluation of numerous engineering design and construction considerations. 5 City of Miami Beach Engineering Services for Water F.Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team Gravity Sanitary Sewer Systems Horizontal Directional Drill Pipeline Installation In addition to our experience with SSES,micomonitoring,and l&I, The city has 21 water distribution system aerial crossings and 7 Stantec has worked on the detail design,permitting,construction wastewater force main aerial crossings. The City had a condition administration and permitting close out for gravity sanitary sewer assessment prepared for these crossings and recommendations systems ranging in size from 8 thru 60-inches. Miami-Dade varied from complete replacement with sub-aqueous crossings, Department of Regulatory and Economic Resources(DRER)is the recoating of the existing main with corrosion-resistant marine regulatory agency for the approval of gravity sewer installations finish,air release valve replacement and improvement to and require pipe diameter and slope to be designed for the bridge supports. Stantec agrees with findings in the condition estimated ultimate tributary population and to minimize solids assessment report and is a huge proponent of sub-aqueous deposition. Having recently completed a gravity sewer project crossing via horizontal directional drill(HDD). Converting many of for Miami-Dade Water and Sewer,we are very familiar with the these aerial crossings to sub-aqueous crossings where practical challenges of designing gravity sewer systems in urban corridor and feasible is in alignment with the City's desire for a more robust with numerous existing utilities. Unlike pressure mains that can be and resilient infrastructure system. HDD is a surface launched adjusted vertically in the field to avoid existing unforeseen utility trenchless method used to install pipelines ranging in diameter conflicts,there is little deviation allowed in the field for gravity from as small as a few inches up to 60-inches in diameter, sewer system slopes which can only be authorized by DRER. although installations typically are 48-inches or less. HDD lengths Most of the gravity sewer system projects identified in the City's can be several thousand feet long with single installations lengths CIP are replacement of existing systems.Successful design of well over 5,000 ft having been completed in the past. HDD is and construction of gravity sewer pipeline project involves capable of operating in a variety of ground conditions although understanding,and evaluation of numerous engineering design, soft clays and loose sands or ground with significant gravels, accurate location of existing utilities in the corridor,construction cobbles,or boulders can be problematic.Installations in rock considerations,by-pass pumping and DRER requirements for and mixed face conditions are possible with proper tooling and permitting and permit close-out. planning. Some of the more critical aspects of engineering design for Stantec has successfully delivered hundreds of horizontal projects anticipated under the City's CIP program include: directional drilling crossings for water,wastewater,oil and gas • Developing a topographic survey and existing utility base plan products,electrical conduits,and other pipelines.Whether it is for crossing a river or other environmentally sensitive area, • Obtaining verified vertical and horizontal(vvh)location or minimizing disruption to the public in a busy urban setting, of existing utilities Evaluating and establishing a pipeline Stantec brings the appropriate technical tool-kit and experience for alignment,slopes and manhole locations developing an advanced trenchless solution. • Developing a bypass and identifying existing pump station , , — err. locationsV. ► • Identifying and mitigating utility conflicts and constructability � issues WWI T _ 15, t• gig':v . g • Identifying and securing required permits and environmental clearances - 4 . • Developing Maintenance of Traffic and access plans for % ..• ,. proposed construction ,. ,, . •-'"` i,. w a%gy. 4$ .. • 3 ... +.i �` N . �` • 3 1, ayt ..,,,,,... . .... ../.:Rr . Irg' ' .. 010I * -'''L 1. if 4101146' :„.1 + - - ~.• A 1 blailegitiO ,- i ', . .,. • , t<. 'Sr• I Figure 3:Gravity Sewer Installation Figure 4:Watermain HDD under SnakeCreek Canal ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team The HDD installation process requires a number of installation 4. Once the pilot bore is complete,a reamer is attached at phases. HDD is performed from the ground surface by installing the exit side to the pilot bore drill rod to increase the hole the pipeline in an arch from an entry point to an exit point.The drill diameter. For large diameter installations,multiple reaming profile has straight sections near the entry and exit points and the passes are required with progressively larger reamer sizes to alignment is curved at depth to reach the desired depth.A straight reach the final hole diameter. section may connect the curved sections. Horizontal bends in plan 5. Once the final borehole diameter is achieved,the product pipe can also be incorporated as needed. is attached to the drill rod and pulled into the hole. Ideally,the entire product pipe is welded or fused prior to pull back such Pipe types that can be installed using HDD typically include high that pull back can occur continuously which mitigates risk of density polyethylene(HDPE),polyvinyl chloride(PVC),and steel. hole collapse.In general,the borehole should be left open for A general construction sequence for HDD is outlined as follows as little time as possible to mitigate the risk of the borehole and in Figure 5 below. collapsing.The pipe may be filled with water during pull back 1.0.1.Pdbt Ho* to reduce buoyancy and pipe stress,depending on detailed design and the Contractor's means and methods. - �. _ •.. 6. During pilot bore drilling,reaming,and pipe pull back,drilling s.- mud is injected through the drill pipe and is circulated back wan rip.w.n".Varw•— -/ to the entry and exit pits along with soil cuttings.The mud � -„_, b•►.•• separation plant removes solids and recirculates drilling mud ..fti , back into the drilling process. 1.02.Premem Hydraulic Modeling Services Stantec has a specialized,integrated team of hydraulic modelers • with significant experience in developing,calibrating,testing, and analyzing computer models that simulate the hydraulics of potable water distribution and wastewater(sanitary&storm) collection systems using Infowater and lnfoworks.Our hydraulic modeling team also includes personnel with experience in related specialized fields such as real time control and transient/water Boa Pullback hammer modeling. ftv In order to ensure we are able to meet the City's needs,Stantec o,,,,,.., ,,,„ „ maintains active license agreements for a variety of hydraulic modeling programs from numerous software providers.We have also integrated the services of our hydraulic modelers located in different offices throughout the company in a manner that allows Figure 5.HDD Sequence us to collaborate on projects,share access to modeling tools,and exchange ideas all in an effort to ensure our clients have access to 1. Drilling equipment mobilized to site.Typical equipment the expertise and experience of our employees. includes a drilling rig and mud separation plant for separating drilling mud from solids removed during the drilling process. Our hydraulic modeling effort by our expert team will look at Additional ancillary equipment is also required. mediating the effects of fluid transients or water hammer by 2. Excavate shallow pits to contain drilling mud at both the entry implementing numerous surge control devices and methodologies and exit points. within a computer simulation of pressurized piping systems to determine the effectiveness of each possible alternative. 3. Begin drilling pilot bore from entry to exit.This is completed with a small diameter steel drill rod and drill bit to define the We will examine the benefits of protection alternatives consistent drill path.A steel casing may be installed around the planned with the City's current operating procedures(including stronger pipeline alignment prior to beginning the pilot bore,such that pipes,hydro-pneumatic and feed tanks,check valves,rotational the pilot bore and subsequent pipeline installation would inertia augmentations,rupture discs,pressure relief valves,air occur inside of the steel casing,if needed to contain drilling release valves,vacuum breaker valves,surge anticipating valves, fluid near the surface and mitigate settlement. During drilling and bypass lines)and the root causes behind system failures. processes,drilling mud is circulated from the tip of the drill We are familiar with and work with most of the leading hydraulic stem to circulate cuttings back to the entry pit and to hold the software packages,including PIPE2006,Surge,Hammer,AFT borehole open. If pressures are not controlled or there is low Impulse,H2OSURGE,and others depending on the County's cover,drilling fluid can be inadvertently released to the ground preference. surface.This is known as"inadvertent drilling fluid returns," "hydrofracture,"or"frac-out." 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Protects RFD 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team Public Outreach dealt with the public on a personal level and established a sense of Ongoing social engagement programs serve to increase the trust which is essential to our public involvement approach. understanding of issues whether it is improvements such as . construction in a neighborhood or impact of rates and utility bills . or obtaining stakeholder buy in.Social engagement programs start _ ''t, • with associations and homeowner understanding and participation ,:, • ,c ' in the programs. Examples of lessons and ideas that have worked are: . • Use existing community events. Instead of expecting residents ,F • '- . •t. ' Q. to come to a public information meeting,bring materials and .'z: ` `" �,' information to residents where they are already gathering. •is i_ Successful events may be a local farmers market,recycling event,or any other local community event or festival. ', ; • Capitalize on existing communication channels. Content for electronic newsletters and social media outlets will provide `, frequent and timely opportunities to share information. .., Experience with the City tz • „� We know that Miami Beach is unique in many ways within our ,,,. region,and we are very familiar with the particular challenges _. y ' f . and opportunities the City provides. Because of our over 50 years - _*.% of work in the region,we have extensive knowledge of its water and wastewater,drainage,transportation,and natural systems. . ' '' We routinely deal with local stakeholder groups and work with ' . elected officials,multiple governmental agencies,residents,and ' k' r. ' , • I t\ community and business groups. We are proud of the projects • we have had the fortunate opportunity to assist the City with over l `� ;,t. ' •-• ••• : 41 }' the years with their water and wastewater infrastructure needs. A ,,+, ,' .. „:,,,it-, These projects include the Alton Road 8-inch water main,12 inch , watermain,20-inch watermain,new wastewater pump stations, ,, ,, , ; .SAP gravity sewer replacement and new force main where our Project \ ioi ,• .* %- Manager Dave Clarke is Engineer of record.Stantec continues to - 'T` A,," ' •• • •T •• r r. be a trusted partner for City providing construction administration ,,, tia ;r' ..- services in some of the most sensitive areas within the City on ' . .- numerous infrastructure improvement projects which includes . Ss P P 1 -'t, 1' . Palm and Hibiscus Islands,Sunset Islands 3 and 4,and the Miami -..•� — Beach Convention Center.Our permitting and Environmental Team -— • has assisted the City in securing permits on water and wastewater .' pump stations and numerous other infrastructure projects with state and local permitting agencies. - Our Public Involvement Team has been working regularly in the City for more than nine years. With the Miami Beach Capital Improvements Department,our staff has led public involvement '' efforts for neighborhood improvement projects in Parkview Island, Sunset Islands 3 and 4 and Central Bayshore South,Palm and Hibiscus Islands,as well as the South Pointe Park Rehabilitation Project and South Pointe Park Water Feature Project. MRG has also led public involvement efforts for the City's Public Works Department including the citywide Sewer Rehabilitation Project (SSES),1 Street Improvements,Flamingo Park Neighborhood Improvements Project,and the installation of the 54-inch force main,which was one of kind. Throughout these projects,we have always communicated with City's Communications Department, City Staff,and various resident-based organizations. Our team has Sunset Islands 3 and 4-Neighborhood Improvements,Miami Beach,Florida 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND ■ DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team ADDITIONAL SERVICES Climate Change and Resiliency As sea level rise accelerates,ocean levels will rise an additional 5 inches in the next 20 years. Climate change brings forward issues impacting the planning for future supply and treatment infrastructure.Stantec is not only aware of and has the know-how of addressing climate change impacts but also has designed and constructed large number of projects for local municipalities to I } address forecasted climate change impacts.The City is facing C.ur.gn oc S Flooa . ' A decisions and infrastructure improvements related to climate ' change impacts,higher groundwater table due to king tides,and M°'°' 4 sea level rise. For Miami Dade Water and Sewer Department, a Modna1c 3 •'> Stantec completed designs to elevate all new electrical buildings i for their three wastewater treatment plants(WWTP)in order to I Moo 2 protect critical electrical equipment from projected storm surge. ,! Efforts were undertaken to harden existing buildings where Insignricartl ' A electrical infrastructure was being replaced.The new electrical i 2 3 _ 4 s buildings were designed to meet a Sea Level Rise(SLR)design yen,Law Low Maaa.k f.on vayF.an elevation of 20.3 ft at the CDWWTP.The SLR design elevation was comet.Event likelihood Riling calculated based on research and design standards. CLIMATE CHANGE IMPACT TO WASTEWATER INFRASTRUCTURE • Severe rains cause greater peak flows which results in wash out of the _ Severe Rain and plants process food and mass Drought • Temperature impacts secondary process due to lesser oxygen transfer • Temperature impacts nitrification in treatment process We are constantly thinking about and engaging at a local level • Impact of surge could overwhelm collection systems and treatment to help develop resilient High Frequency and • Greater need for backup and reliable power High Intensity Storms Facilities require hardening and protection communities,through our • Collection Systems require raised wet wells and sealed manholes projects and our personal engagement. • Increased infiltration of groundwater and elevated chloride levels in Sea Level Rise Leads to wastewater plant influent • Increased storm surge required additional levels of protection for critical Increased Storm Surge infrastructure • Issues with gravity discharge of stormwater to tide via control structures • /�/,�ssii•-.4. s .. .\ t (I ih. . ,G 3.- r ,A....r.i. 0 . 111111r ., li, I , ,l. .,. A4,,. ,1. �• ` 1 al fr • r IN ly_ 1 _ Limier.-.- _ v jr 7 .-.\'cc- :C : •4 ' . ' tr. New elevated electrical building(left)and elevated Chlorine tanks(right)at Miami Dade Water and Sewer Central District WWTP to accommodate future storm surge impacts from rising sea levels. 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team Construction Management/Inspection Services Environmental Services Stantec brings the City a group of local and experienced The Stantec Division of Environmental Services provides a practitioners specializing in Construction Engineering and wide array of expertise in the areas of natural,physical,and Inspection services,who are ready and available to effectively socio-economic impact analysis,documentation and mitigatory deliver this contract.Having both an FDOT and a non-FDOT CEI solutions. Our staff have well established reputations and are group offers Stantec's clients a flexibility that is second to none respected within the environmental regulatory community for in the industry.Stantec has significant experience in providing the highest quality of work and responsiveness.Our capabilities responsive CEI services in South Florida,providing a wide range of are based on solid education,experience,and understanding of services for small and larger construction projects.Our regional the need to balance development and the preservation of the team has provided services for many types of construction that environment. include buildings,heavy civil,transportation,stormwater basins, pipelines,pump stations,structures,water and wastewater Our Environmental Services include Field Investigations, pipelines,pumping stations,and treatment plants. Environmental Reports,and Regulatory Permits.Field Investigations cover Wetland Evaluations,Water Quality Studies, We understand the requirements of these types of contracts Hardwood hammocks,Pineland Communities,Threatened and how to provide the appropriate level of resources for each /Endangered Species Testing&Analysis,Contamination assignment. For many of these contracts,we work as an extension assessment,Air Quality Evaluation,Noise Study Assessments, of our client's staff,providing project management,contract Socio-Economic Demographic Analysis.We have also performed administration,public outreach,and construction support services Environmental Impact Statements,Environmental assessments, as needed.Our regional team serves clients from Miami-Dade, Categorical Exclusions,Reevaluations,Contamination assessment Broward and Palm Beach Counties,as well Tampa to Naples, Reports—Liability,Phase I and II Audits,Endangered Species and includes experienced project representatives with FDOT CEI Biological Assessments,Wetland Evaluation Reports,Essential certifications. Fish Habitat,Air Quality Reports,and Noise Study Reports. Our wide-ranging capabilities can help the City meet any environmental Our local construction staff assists our clients from the initial challenge that it may be faced with. bid process through project closeout. Essentially,we become extensions of the project owner by managing and representing Environmental Permitting can be a confusing and complicated owner interests during construction.We augment our project resulting in project delays or cancellation of necessary projects. management specialists seamlessly into any agency,actually Stantec experienced staff can help the City navigate through the becoming an integral part of the project control team. process and offer solutions and accurate permitting timelines to successfully complete projects.Our permitting experience includes Stantec is a leader in providing complete construction engineering Wetland Jurisdictional Determination,Miami-Dade County DERM, and inspection services on utility infrastructure,water treatment Florida Department of Environmental Protection(FDEP),South and water reclamation facilities,road restoration,and building Florida Water Management District(SFWMD),U.S.Army Corps development projects of all types.We provide:constructability of Engineers(USACE),Wetland Impact Assessment+Functional reviews;bid processing and contractor selection;cost estimating, Analysis,UMAM,WRAP/WATER,Mitigation Assessments,and cost control,and pay review;schedule review and monitoring; Permit Compliance Monitoring. submittal review and processing;complete quality assurance and quality control programs;resident engineer services;claims review and processing;project closeout;and project commissioning. Stantec has an organized process for bid evaluations,award recommendations,and NTP procedures,as well as submittal review,stamping,and record keeping.Inspector's logs and records are all maintained electronically and delivered to the owner with the contractor's payment requests,and as requested by the owner. All of our inspectors,and many of our engineers have special certifications for different trades or systems,and we assign these individuals to a project when needed.These include structural, electrical,mechanical,LEED,pavement,and maintenance of traffic. Some of our staff have special OSHA training,including confined spaces,chlorine facilities,haz-mat,and others. With Stantec,the City gets a full-service organization that has decades old roots in South Florida. Many of our people have lived in the area all their lives.We take pride in the work we do and the beneficial impact that work has on our community. 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFC 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team Mechanical Electrical and Plumbing (MEP) Services Within 3D Scanning to Designs,our team has the ability to provide One of the best resources of the Stantec team is having the latest in 3D Laser Scanning-High Definition survey.This is architecture and MEP services in house.With a seasoned team important as the execution of projects under R&R for existing of both architects and engineers working under the same roof, facilities requires a set of information,tools and methods which projects are approached in a holistic view with all disciplines are not the same as those needed to perform designs for non- working in harmony to achieve the same goal.In addition,our facilities type projects.For our recent Miami Dade projects,we architectural,structural and MEP professionals work with state of started with LiDAR point survey which was used to develop 3-D the art software such as REVIT and Arcsys 3D which allows for 3D representations of existing plant buildings.These representations modelling and better conflict detection and resolution capabilities. were confirmed using plant as-builts to develop 3D renderings. The design team can create CAD plans from old blueprints as well as design new projects from inception.And knowledge of the Florida Building Code and local Land Development Codes allows .1. the designers to work more efficiently- This was most evident in our design work for the new Basin D2 — R of- s I, Pump Station project for the Town of Palm Beach.As part of that ,1 kiiiir project,the control building for the pump station was created r... from an old park maintenance building about 400 LF from the actual outfall for the pump station.The doors and windows We have also used other scanning technologies that allow us to were upgraded to meet Hurricane Code and new generators,fuel scan an entire building structure inside and automatically generate tanks and controls systems were installed.Architecturally,the floor plans and cross section with great accuracy and precision. building was made to look residential in nature in keeping with the We are currently helping one of our clients out with this on the surrounding neighborhood.The old pump station at the Lake Worth upgrade of existing water pumping stations. lagoon was converted into an outfall control structure and the main structure was demolished to create a low profile effect.A large k.; = —::- - below-ground wet well was installed near the control structure to ,. ` 4 -, house the four storm water pumps which discharged water to the ,;: }- •., lagoon through three medium size diameter pipes(30")so that e '-• " _ 4 adequate clear cover could be attained beneath North Lake Way. A r, .1 - 7 n a lit' - ''N.: ,-- • "poi ,a, 1Interior Scan Model of Alleynedayle Water Pump Station, Barbados Water Authority . 'T�i GIS tiff , ! Since 1956 we have been providing engineering,planning,and "lilt. . surveying solutions within South Florida.Utility and public works 4 assets are part of the lifeline of every community.They provide safe travel,power,and clean water.Time and general use take toll on these assets and could potentially cause a major disruption to a community's livability if left unmaintained.Our infrastructure Aside from this work,our buildings group team has specialized in management teams work with asset owners and community public sector facilities such as community centers,police stations, leaders across the globe to help manage their assets efficiently fire stations,public works facilities,maintenance buildings and and effectively. instructional/educational facilities. We design geographic information systems(GIS)that allow Surveying & Mapping and Geotechnical Services the user to understand,analyze,and manage this data to make For these infrastructure improvement projects,we will utilize our informed decisions,efficiently.Our team of developers,GIS trusted subconsultants(Longitude Surveyors Inc.,GCES)to provide professionals,cartographers,geographers,and scientists are topographic survey,geotechnical exploration,and subsurface experienced in data management,geographic information systems, utility exploration(SUE)to support and guide the detailed design custom web application,systems integration,and mobile data of those projects. solutions. 5 City of Miami Beach Engineering Services for Water A.Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 QUALIFICATIONS Qø Relevant Experience ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team > 2.1 Qualifications of Proposing Firm Relevant Experience .. &Relevant Experience of the Firm v 1 . N. Water Booster Pump Stations and Sewage Pumps Stations and Inflow and Infiltration Reduction and Sanitary Sewer Evaluation c Surveys E 0 to 3 Sampler ojects a. and b. N o .- �, 0 0 O. A c J I y p rc E ra w Referenced Project a CD I— rn o 11111°' Pump Station-0698 Upgrades,Miami,Florida • • • • Miami-Dade Water and Sewer PSIP-Pump Station 076,Miami,Florida • • • Master Pump Station No.3,Design,Permitting,Bidding,and Construction • • • ■ Management Services,Miami,Florida ',\ Myakka Potable Water Booster Station,Charlotte County,Florida • • • I. 'III Siesta Key Master Lift Station,Sarasota,Florida • • • • FIU Biscayne Campus-Sanitary Sewer Evaluation Survey(SSES),Miami,Florida • • r /- FIU Campus-wide Sewer System Evaluation Survey(SSES),Miami,Florida • • OW; FIU-Sanitary Sewer Evaluation Survey(SSES)-PS0-428&PSO-621,Miami,Florida • • Sanitary Sewer Evaluation Survey(SSES)Cycle 2,Phase III Medley,Florida • • 1 - Florida International University MMC SSES Cycle 3 Plan B Phase II Miami,Florida • ' • 11 " th <- .7' 301./....'. l:!: .4:14 , :I; .-.... _ . ,1.1::. ...:LI i: 1 • • jc• 1�0• • Milk • ti • + #"tik 3 City of Miami Beach!Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 c AT E G Water Booster Pump Stations and Sewage Pumps Stations DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency,or 10 projects.if not specified. 1 Complete one Section F for each project.) 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Pump Station 0698 Upgrades PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2017 2019 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water and Sewer Department Rolando Roque,PE,Project Manager 786-552-8129 Luis Lopez-Blazquez,PE Program Manager 305-962-0572 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations FIRM:Stantec Consulting Services Inc. Stantec was responsible for the engineering analysis and report,design drawings,and specifications for the construction of a new triplex pump station.Existing station is a dry-pit/wet well pump station where the pumps are set below grade and the motors are installed within an at-grade operating building located above the dry well.This station normally pumps directly into the suction side of Booster Station 0522.Engineering services include the design of a new submersible pump station,three new 47 HP submersible pumps,variable frequency drives,magnetic flow meter,automated control valves,control panels,radio telemetry,and electrical upgrades to the station.Automated control valves are designed to direct discharge wastewater to the suction or discharge side of BS 0522,this allows for a more efficient operating condition for both BS 0522 and PS 698.Upgrades to this pump station will increase capacity and remove from Absolute Moratorium. Construction Cost:$1,000,000 P .. , .. „. !Pc ! - :., , - ,.. 1 .•.: . . r ..„., 114 , . . „, .. I— ).- , ,.. . " It r, ,... , .... .. • 1 1.. . 4, . .. N b..' .. ,. . t/ ' `' ' --.— i • I___ �, II irit iii es. . LI • 11( pi, r, i r 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Design,Permitting,Construction Administration 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFC!2022-122-ND ■ DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency or 10 projects if not specified. 2 Complete one Section F for each project) 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Miami-Dade Water and Sewer PSIP-Pump Station 076 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2017 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER WASD Capital Projects Juan Curiel,PE, Project Manager 786-552-8399 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations FIRM:Stantec Consulting Services Inc. Stantec provided design services and limited construction services to upgrade PS 076.Upgrades were necessary to meet US- EPA Consent Decree Criteria and increase its capacity.This pump station comprised of a dry-pit and wet well and required the installation of two new dry-pit mounted submersible pumps with 54 Horsepower motors.The existing pump station was retrofitted to accommodate the new pumps and a trolley system for removal of the pumps.The pump station meets a peak demand of 1910 gallons/minute and allows for future connections within its 0.25 square mile basin.Stantec's design and approach to use to the existing structures saved the client approximately$200,000 in costs. Construction Cost: $726,000 Design Fees:$88,000 !t.. _ ._ - imil,..... --1 ,ill. .._ r • , ,t. i- I! 4 . - f . ,, . iti..-; . ' `. _ ►, • i iiiiii i• . - .. ,. ,., , s ....„ :;,00:t:„ +) �_ 4 ief• — ___c..., • or _ 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT . . • (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Design,Permitting,and Construction Administration 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFD 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 3 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Master PumpStation No.3,Design,Permitting,Bidding,and Construction PROFESSIONAL SERVICES CONSTRUCTION(if g , g g� applicable) Management Services, Miami,Florida 2014 2015 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Department Eduardo Luis,Project Manager 786-268-5374 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations FIRM:Stantec Consulting Services Inc. Stantec provided design,permitting,bidding,engineering services during construction,and construction management services for a new Miami-Dade Water and Sewer Department(WASD) master pump station in downtown Miami. Master Pump Station No.3 is designed for a current peak hourly flow of 22.5 million gallons per day(mgd) and an ultimate capacity of 29 mgd. The station is over 30 feet deep,which required a coffercell and tremie seal to control groundwater during construction. The pump station is of a multi- level wetwell/dry configuration and includes four 300 horsepower variable speed vertical non-clog pumps with medium voltage motors. The pumps were designed to meet the current peak hourly flow rate with a trimmed impeller and as flows increase,a new larger impeller can be installed in the pumps to meet the ultimate capacity of 29 mgd. The station includes provisions for emergency bypass pumping with installation of submersible pumps in the influent channel. The station also includes a Generator Building which houses one medium voltage generator,bulk diesel storage,and an FPL vault. The station is located within the City of Miami with residential homes and businesses located on either side of the pump station and across the street. To minimize the impact to residents,the design included provisions to minimize sound and odor and architectural features to blend the facility into the surroundings and screen maintenance activities. Significant coordination and review meetings were conducted with the City of Miami to conform to the Miami 21 code requirements and obtain a Warrant for construction of the pump station. The project was awarded the Project of the Engineer by the ASCE Miami Chapter. Stantec provided construction management services for the construction of the pump station. Full time inspection and oversight services were provided by a construction manager. In addition,part-time inspection and oversight services were provided by a civil/ structural inspector and two project administrators. Discipline design engineers provided regular inspections and site visits to verify compliance and resolve unknown conditions and conflicts. Construction Cost: $21,976,500 f i' A s ill...,,,, ` \ . IL• , i l, . , - ; 3a \ 141—a rre'r,lifT . . — ..;....118A47,411111\„,air ' , • ,,....:, .1 :_ _• %-.' ' .' 0.4t! r t7 .,__..: ' .1 . : .--1 '1\:-. . 0 . ..:i ,.1 , - - .ii .i--i.----------- ' ..__. L.: _-•.:- 14‘ - , . ii : . tr ( 1 __ v__ wit 0 . t*„„si . .... .. ._. • •_ •.. • _ .2, (---0-7 i ..._... lok ,•.. _ _ :......„ .. ..,. • 1 _ ,_. . _ . ._._i .. -, , , . _ii." i i ...: 116.1v . ._. .. . .. is . . . . ......., ,.. ,_„., :. ..... .. . .,.. hilk, .iiimiiiiiiii- - — „A . ,_._ ._ , 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Design,Permitting, Bidding,& Construction Management ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFC)2022-122-ND DocuSign Envelope ID:IA924BD4-AD53-1645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. Complete one Section F for each project.) 4 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Myakka Potable Water Booster Station PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Charlotte County,Florida 2017 2020 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Charlotte County Thomas Dunn,PE,Project Manager 941-764-4363 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations FIRM:Stantec Consulting Services Inc. Charlotte Count's potable water service area of West County is serviced from the Peace River Manasota Regional Water Supply Authority via one 12-inch water main subaqueous crossing of the Myakka River at the westerly County boundary to the Gulf Cove Booster Station,and one 16-inch water main mounted on the deck of the SR 776 south bound bridge lane.The current average day potable water demand in west County is approximately 4 MGD during rainy season and 5 MGD during the winter population season. However,with continued growth,demands are anticipated to reach upwards of 10 MGD per day in this service area.To meet these future demands,Charlotte County Utilities(CCU)decided to locate a new potable water booster pump station adjacent to SR 776 in El Jobean that will increase the flow of potable water across the Myakka River into West County.This will address not only address future customer demands but also increase fire flow requirements. The project included a skid mounted pumping system that needed to function over a wide range of demands with a peak pumping capacity of 6 MGD or approximately 4200 gpm.To allow for this range of demands,a pump speed control system(VFD)was provided for control of the output of the booster station.Three equal sized split-case pumps with 40 HP motors were utilized,two pumps were required to meet the design flow and the third pump was a backup pump.The project also included two chemical feed skids,flow meter and pressure transducers,a chloramine analyzer,and water main piping improvements that connect the new system to the existing 16-inch water main on SR 776. The potable water booster station was installed in a new structure that contained a new vacuum sewer pump station,designed by a different CCU Consultant.Stantec coordinated closely with vacuum sewer designer to ensure the shared onsite generator and electrical feed for both stations was sized correctly. In addition to Stantec's design,permitting,and construction phase services for the potable water booster pump station,services were provided to analysis the potable water hydraulic system model,sizing of the buildings HVAC system for the building, environmental permitting for wetland impacts of the site improvements,and landscape planning for the site. Construction Cost:$855,000 I t. , .. 1111 di: 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT -Q (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Sarasota,Florida Prime Consultant-Engineering Design,Permitting,Construction and Landscape planning for the site 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAMS. . KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 5 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if Siesta Key Master Lift Station applicable) Sarasota,Florida 2017 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Sarasota County Glenn Richter,Project Manager 941-861-0566 Gene Allen,Project Manager 941-928-1472 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations FIRM:Stantec Consulting Services Inc. To help maintain water quality,ecosystem health of Sarasota Bay,and mitigate the impact of sea level rise on critical infrastructure facilities,Sarasota County identified the Siesta Key Advanced Wastewater Treatment Plant(AWTP)as nearing the end of its serviceable life- and one that would require significant investment to meet today's stricter Florida Department of Environmental Protection effluent standards. Stantec recommended decommissioning the plant and replacing it with a Master Lift Station to pump raw sewage from the barrier island to a regional wastewater treatment plant located on the mainland. Stantec was retained to provide preliminary and final design services for the new Siesta Key Master Lift Station. There were numerous discrepancies in the estimated flows to the existing WWTP facility,as the existing facility had recycled flows that go through the plant influent and were not accounted for in available flow data. To simulate an extreme hydraulic condition,Stantec worked with County staff to operate all four upstream lift stations to identify the maximum potential flows to the facility and develop the firm capacity and basis of design for the lift station capacity.The Master Lift Station was designed as a quadplex submersible pump station,with two compartment wet wells,each with two submersible pumps. Each wet well includes a 60 hp variable speed pump for dry weather flows and a 200 hp variable speed pumps for peak wet weather flows. The bury depth of the lift station wet well was designed to minimize excavation and dewatering costs and provide service access to the wet wells and pump controls during coastal flooding events. Pump station controls,stand-by power system,and back-up engine driven pumping system were located on top of the pump station structure,which is above the currently projected 2050 sea level. The permanently installed engine driven pumping system is designed with hard-piped bypass connections for all raw sewage influent pipes and discharge force mains for full redundancy of the electrical driven pumps in both wet wells. Construction Cost: $9,500,000 • k :: :: ..,.,.v , f..• • , . ....., . I i•,,,Nir LW:" ' ' ' .''' " .....''%00(Ve :,. _ pgit, tiNr 1 IIIP" �' / •• ¢• 2 ice' •.,IT: , 1, ...,,.. 4 - . aii. •i.4. Al. liiiiiriffigil - Cd028'8_:07:37 . s✓ 08.11 :. : 4,-IIIILIIIIIIIII"lirl :;"— '' : ilidi, , 25.FIRMS FROM SECTION C INVOLV • ED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Sarasota,Florida Prime Consultant-Engineering Services ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects,if not specified. Complete one Section F for each project.) 6 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED FIU Biscayne Campus-Sanitary Sewer Evaluation Survey(SSES) PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2016 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Florida International University Alberto Delgado,Director Facilities 305-348-4036 Construction 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys FIRM:Stantec Consulting Services Inc. The Florida International University Biscayne Bay Campus(BBC)is located on Miami's coast overlooking the Biscayne Bay.The location provides students and administrative staff with gorgeous views of the Bay but presents issues to the Campus'sewer system in the form of Inflow and Infiltration(I/I).The sewer system is comprised of a master pump station,two smaller pump stations,and approximately over 8,200 linear feet of gravity pipe.The system operates under a Private Sanitary Sewers Operating (PSO)program from Miami-Dade Department of Environmental Resources Management(DERM),which oversees the operation of the system and has jurisdictional authority under the Miami-Dade Volume Sewer Customer Ordinance(VSCO),part of Chapter 24 of the Miami Dade County Code, In 2016 Stantec developed a Sanitary Sewer Evaluation Survey(SSES)and a Masterplan for the necessary repairs.A site reconnaissance was performed to create an inventory of the entire sewer system. Once a sewer map was created,Stantec worked with local Contractors to televise and smoke the system to identify deficiencies. Stantec also performed flow measurements at each pump station during the wet season and king tide events to approximate the amount of I/I into the system.The aging system grossly exceeded the 5,000-gpd threshold set by DERM.Stantec developed a Masterplan consisting of approximately$1.9million in construction repairs to be implemented in two phases.The recommended repairs included new manholes,pipelining,replacing corroded cast iron pipes,grouting cracked pipe connections,manhole repairs,and a new master pump station. Construction Cost:$140,000 .- 04,. • �, i t ro" a ,ti 4 ,. .... . ... ,, . . IA Y .. _ illi " 4o` _ T J Al r. a-. . et 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Services ® City of Miami Beach Engineering Services for Water S Wastewater Systems Projects.RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project) 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if FIU Campus-wide Sewer System Evaluation Survey(SSES) applicable) Miami,Florida 2013 2014 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Florida International University Danny Paan,Director,Physical Plant 305-348-4005 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys FIRM:Stantec Consulting Services Inc. The university is served with 8 wastewater pump stations and their tributary gravity systems at its main campus and one pump station at the engineering campus,which together comprise nearly 40,000 lineal feet of gravity collection systems with over 150 manholes. Our company was engaged by the University to conduct a comprehensive Sanitary Sewer Evaluation Survey,following methodologies established by the US-EPA and Miami-Dade DERM for determining the conditions of the sanitary sewer system, designed to maintain them in good operating conditions,eliminate potential sewage overflows,and reduce infiltration and inflow. After a year-long study by evaluating the amount of infiltration entering the gravity pipes,we found that approx.200,000 gallons per day of infiltration enters the various systems,comprising about 15%of the total flow handled,and costing the University approx. $150,000 per year in sewage treatment and disposal costs.To reduce this cost,and to determine the system's needs,we performed various tasks:Sanitary Sewer System Inventory and Mapping;Pump Station Flow Monitoring;Night Time Flow Isolation;Smoke Testing of main pipes and laterals;Internal Televising of main lines and laterals;and finally prepared a Report,containing all findings, presenting conclusions/recommendations,and including estimates of the repair costs,and their priority rankings. Construction Cost:$2,000,000 ,fir -rs*rs._r`' ,»Z .fc, /e , r- !P. 'I... I ' ; 6.- ..--- -- iik --- - Ili --.,, ' , • 1 � - . . �": ., i � p ,•._ ; .'ty .� 44 . • _ ! ir 4` vinisto. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Services 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified Complete one Section F for each project) 8 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED FIU-Sanitary Sewer Evaluation Survey(SSES)-PSO-428&PSO-621 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2018 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Florida International University Alberto Delgado,Director Facilities 305-348-4036 Construction 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys FIRM:Stantec Consulting Services Inc. Florida International University owns and operates its private sanitary sewer system servicing the Modesto Maidique Main Campus. The sewer system is comprised of ten pump stations and approximately over 26,000 linear feet of gravity pipe.The system operates under a Private Sanitary Sewers Operating(PSO)program from Miami-Dade Department of Environmental Resources Management (DERM),which oversees the operation of the system and has jurisdictional authority under the Miami-Dade Volume Sewer Customer Ordinance(VSCO),part of Chapter 24 of the Miami Dade County Code. In 2018 DERM identified two PSOs with excessive Inflow and Infiltration(I/I)which required corrective actions to bring the system into compliance,PSO 428(the Engineering Campus)and PSO 621.Stantec was contracted to perform a Sanitary Sewer Evaluation Survey for each PSO and rehabilitate the sewer system as necessary to bring down the I/I below the allowable 5,000 gallons per day(gpd).Stantec worked with local Contractors to televise,smoke,and identify the deficient areas for each sewer system.Cost effective solutions were implemented early on to significantly reduce the I/I. The initial SSES Report,construction repairs,and a final post-repairs report demonstrating I/I flow measurements below 5,000-gpd were completed within 6 months to meet DERM's 2nd SSES Cycle deadline. In the process of the evaluation Stantec identified an illegal stormwater cross-connection which was re-routed with a new drainage system.A low-lying pump station was identified to be susceptible to significant infiltration through it's poorly constructed top slab,a new water-tight top slab was built to prevent any infiltration into the pump station.Other corrective repairs included lining and grouting leaking manholes,repairing broken cleanouts, and lining broken laterals.Stantec worked diligently with FIU and the selected Contractors to meet the aggressive deadlines set by DERM and correct put the two PSOs in compliance. Construction Cost:$92,000 1ff / ,010 X • _ 3 • 25.FIRMS FROM SECTION C INVOLVED WITH TH?PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Services 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects if not specified Complete one Section F for each project) 9 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Sanitary Sewer Evaluation Survey(SSES)Cycle 2,Phase III PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Medley,Florida Ongoing(2022) N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Town of Medley Jorge Soto,Utilites Director 305-525-7075 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys FIRM:Snubbs Consulting,Inc. This SSES Phase 3,which covered 17 pump stations in the Town of Medley. The project focused on implementing the rehabilitation plan from the previous SSES and re-measurement to verify compliance. This objective was met by performing the following functions: • Assisted the Town in selecting the best suited contractor to perform repairs. • Revised rehabilitation schedule to meet County submittal deadline. • Conducted re-measurements by performing night-time flow readings during wet season for each basin with excessive Infiltration/ Inflow(I/I). Prepared SSES Phase 3 report documenting that repairs for all 17 pump stations have been conducted and they are in compliance with best management practices as required by EPA's Sewer System Infrastructure Analysis and Rehabilitation Handbook. Professional Fees:$299,980 • /may • ` "66 e. 4- . } ,, "' ^� Florida EastGoast • 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Snubbs Consulting,Inc. Miami,Florida Prime Consultant 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2 Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 1 0 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED MMC SSES Cycle 3 Plan B Phase II PROFESSIONAL SERVICES CONSTRUCTION(if Florida International University y applicable) Miami,Florida 2020 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Florida International University Ivan L. Macchi,Project Manager 305-348-4620 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys FIRM:Snubbs Consulting,Inc. Florida International University(FIU),Modesto A. Maidique Campus(MMC)operates its own municipal sanitary sewer system. • Snubbs was directed to analyze the Biscayne Bay Campus sanitary sewer systems,to update the previously submitted the SSES report by another engineering company by evaluating the manholes,potential cross-connections,conduct smoke testing among other analyses after new repairs to demonstrate compliance. • Snubbs was directed to analyze the Modesto A. Maidique Campus sanitary sewer systems,to update the previously submitted the SSES report by another engineering company by evaluating the manholes,potential cross-connections,conduct smoke testing among other analyses after new repairs to demonstrate compliance. • Snubbs conducted construction management activities and to verify CCTV activities by the Certified General Contractors Group (The CGC Group). Professional Fees $72,000 1 ♦ A . 'Pk 3 I. ii s 'a,,c 'j t y` `r ' r - I'TN :I a 3 ., ' I ti ; `� ` r. 7 sa " ,..04. Kr r, 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Snubbs Consulting,Inc. Miami,Florida Prime Consultant d city of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND 30 DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2 Experience and Qualifications of the Firm and the Team > 2.1 Qualifications of Proposing Firm Relevant Experience ili�!.:'_ Relevant Experience of the Firm v I :: 1 ( "-,' Forcemain, Watermain and Gravity Sewer Projects and Trenchless t 3 i:w Technologies for Pipe Installation/Rehabilitation o m c v Fa 5 `o sample Projects c.,a.,e. LT. ` ar _a v , a O L u_ c d n c ,, .f0 N N 4.,-., d - ( ri, y c U dE >= c o m r� m.m 2 C y G Referenced Project 3 o cD" I- _ iiii, ._ , .. NW 57th Avenue 54-inch Watermain Improvements,Miami-Dade,Florida 54 4 Microtunnel 48-inch PCCP Watermain,Miami-Dade,Florida 48 s • Aurora Prairie Waters Conveyance,Aurora,Colorado 60 • • Water Resources Centralizations Project,36-inch WM Parker,Colorado 36 • • 47th Avenue 16-inch Waterline Replacement,Florida 16 • • • JPA Alton Road(North)20-inch Waterline Replacement,Miami Beach,Florida 20 • • Ai. NW 107th Avenue 16-inch Watermain Improvements,Miami-Dade Florida 16 • • Ferndale 20-inch Watermain and 24-inch Forcemain,Delray Beach,Florida 24 • Columbia Power&Water Systems-Long Term Water Supply(36-inch WM),Columbia 36 • North Lee County Wellfield Expansion-36-inch WM,Lee County,Florida 24-36 • • Water Street Tampa Cooling District,Water Distribution Pipeline,Tampa,Florida 30 • 66-inch Forcemain to South District Wastewater Treatment Plant,Miami-Dade,Florida 66 • • • West River Interceptor Overflow Pump Station and Forcemain,Tampa,Florida 20 • • • NW 107th Avenue 36-inch Forcemain NW 7th Street to NW 25th Street,Miami-Dade, 36 • • Florida Redundant 36-inch Transmission Force Main along Snake Creek Canal,Miami-Dade, 36 • • • Florida Caloosahatchee River Crossing-Reclaimed Water Horizontal Directional Drill 24 • • • Cape Coral,Florida _ Siesta Key Force Main and Finished Water Lines Siesta Key,Florida 24 • • • lim NW 47th Avenue 8/10-inch Gravity Sewer Replacement _ 10 • Clems Branch Pump Station,24-inch Gravity Sewer,and Force Main Charlotte,North 24 • Carolina Morning Creek Gravity Sewer Replacement Fulton County,North Carolina 24 • Paradise-Whitney Interceptor Project Las Vegas,Nevada 54 • • 210 Avenue Trunk Utilities Contracts 3A&3 Calgary,Alberta 24-78 • West Pine Creek Sanitary Trunk-Part 2 and West MacLeod Feedermain 60-70 • Calgary,Alberta Nose Creek Sanitary Trunk Sewer Upgrade-Phase A,Calgary,Alberta 72-106 • F ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022.122-ND . DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 e AT Eck, • Force Mains and Water Mains DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 11 —.411 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED NW 57th Avenue,54"Water Main PROFESSIONAL SERVICES CONSTRUCTION ON(if Miami,Florida 2013 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade County Water&Sewer Carlos Benavides,Project Manager 786-268-5285/786-552-4351 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope.size and cost) CATEGORY c.Force Mains and Water Mains FIRM:Stantec Consulting Services Inc. NW 57th Avenue is a major six-lane divided FDOT urban arterial,which required extensive maintenance of traffic planning for the new transmission main construction.The project consists of installing 1,600 LF of new 54-inch Pre-stressed Concrete Cylinder Pipe (PCCP)water main under a separate JPA contract for MDWASD;connecting to two existing 24-inch DIP water mains(two tapping sleeves and valves),and to one existing 48-inch PCCP water transmission main. Connection to the existing 48-inch PCCP will be made by closing existing butterfly valves to isolate the pipe segment or by the use of 2-to 48-inch line stops assembly.The project includes furnishing and installing Bar Wrapped (C-303)concrete pressure pipe and fittings,54-and 48-inch diameter butterfly valves and 12- thru 24-inch resilient wedge gate valves,specialty valves and fittings of various sizes for the transmission main;making connection to existing mains with tapping sleeves and valves,PCCP-to-DIP adapters,and solid sleeve adapters;air release and flushing valve outlet assemblies and access manholes. Construction Cost: $3,385,057 * ir. .',..,::: ell14 tiKi_.., + ' Nrit 1- r - 0 _ a • 4 #f 1' `4 .0( .% • • y: _ , i , .t .. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT . .-_ VP (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project) 12 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Microtunnel 48-inch PCCP Watermain PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2018 2019 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade County Water&Sewer Carlos Benavides,Project Manager 786-268-5285/786-552-4351 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY c.Force Mains and Water Mains FIRM:Stantec Consulting Services Inc. As part of the Watermain Installation for Miami Dade Water and Sewer microtunneling shall be completed,approximately 712 linear feet,to install a 48-inch Prestressed Concrete Cylinder Pipe(P.C.C.P.)Watermain under State Road 874 and CSX railroad along SW 117th Avenue.A 72-inch steel casing pipe will be installed for the 48-inch P.C.C.P.tunnel carrier pipe.Stantec was the Engineer of record for the construction shafts and mircotunnel,and responsible for the development of the 60%,90%and final construction specifications and drawings.The launching and receiving shafts are approximately 25-to 30-feet deep.Stantec was also responsible for obtaining permits,reviewing the Geotechnical Data Report(GDR),and providing services during construction.Permit services included reviewing standard technical requirements for various agencies,submitting permit applications,fees,and coordinating with the following permit agencies;Miami-Dade RER-DERM,Miami-Dade Department of Transportation and Public Works,Florida Department of Health,MDX,and CSX.Services during construction included site meetings and inspections,submittals,and field monitoring. Construction Cost: $3,709,719.92 'C C ' - t� i4.. _ - .. . t • * . : +ems ,,_,', ` � I/ \ , ` r Pry 1: N.." ,,. 1' a -- :3' Ali o ,, II- w111\•• .' t I 1 i 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 13 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Aurora Prairie Waters Conveyance PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Aurora,Colorado 2010 2014 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Aurora Steve Fiori,Project Delivery Manager 720-859-4327 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY c.Force Mains and Water Mains FIRM:Stantec Consulting Services Inc. Stantec provided early system-wide water resources planning and conceptual engineering services for the project.Stantec provided design and construction phase services for the conveyance system including 5 of the 12 design/construction packages for comprising the$750M(USD)PWF We were responsible for planning,preliminary design,final design,and services during construction for the $160M(USD),50-mgd raw water conveyance system.The project is comprised of three 6,000 hp pumping stations and approximately 34 miles of 5-foot-diameter raw water conveyance piping;11 miles of potable water piping with diameters up to 16 inches,and 15 trenchless crossings(pipeline tunnels)with casing diameters up to nearly 7 feet.The conveyance system included 15 trenchless crossings with diameters up to 7 feet,Pumping Stations 1,2,and 3,Conveyance System Pipeline Segment 1,2,and 3,which crossed major highways,railroads,utility lines,drainages,canals,creeks,irrigation ditches,wetlands,and the South Platte River. Stantec also provided post construction services including warranty management,system-wide operational integration,and system- wide performance optimization for effective operational integration. Following construction,Stantec worked closely with City's operations staff in evaluating conveyance system to enhance energy efficiency with recommendations for improving on pump station wire to water efficiency,for example. Construction Cost$159,340,000 .4*-.-,-00. it. \N.; . L 141101k , it: yr' TV • -,._ , 2., :.,, . ,k7:7F,11747.7_11- I., . 4 -44,10 . .. • -.: - -,_- . •,:-- , ,..1 • 'I 11 , 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Denver,Colorado Prime Consultant 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified. Complete one Section F for each project.) 14 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Water Resource Centralization PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Parker,Colorado 2017 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Parker Water and Sanitation District Rebecca Tejada,Water and Sanitation 720-842-4268 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY c.Force Mains and Water Mains FIRM:Stantec Consulting Services Inc. Delivered under a progressive design-build (DB)approach and with Overland Construction Company,Stantec started design with the Parker Water and Sanitation District and their owner's representative to provide overall project management and design services. In 2017,construction was completed on one of the project's most pivotal components,the Canyons Pump Station,which conveys flows from the Water,Infrastructure,and Supply Efficiency(WISE) Project's potable water supply to the WISE partnership's 10 participating water service providers,connecting to the northern end of the project.The Canyon's Pump Station boosts WISE flows from the District's pressure zone 2 into zone 3 and features 400-hp vertical turbine pumps designed to convey flows of up to 17.2 MGD.The project's design also included two future greenfield water purification facilities,modifications to eight existing well houses.We designed 45,000 linear feet of AWWA C905 PVC well collection pipeline(ranging in size from 8-to 20-inches),several HDPE pipeline horizontal directionally drilled crossings,and 25,000 linear feet of 36-inch welded steel transmission main pipe to transport the finished water throughout the system. Construction Cost:$35,000,000 ifik-Th- • - - • • • • • • • tomaiorme 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Denver,Colorado Prime Consultant City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Y d • Gravity Sewer Systems DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20,EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER ._.. • (Present as many projects as requested by the agency or 10 projects.if not specified Complete one Section F for each project.) 15 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Clems Branch PumpStation,Gravityand Force Main PROFESSIONAL SERVICES CONSTRUCTION(if Sewer, applicable) Charlotte,North Carolina 2019 2021 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Charlotte Matt Bedford,Project Manager 704-995-7512 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems ` FIRM:Stantec Consulting Services Inc. ... . Installation of 4,200 linear feet of 16-inch force main,1,500 If of 24-inch gravity sewer and Pump station. As it became clear that an expanding community in North Carolina was outgrowing its infrastructure,community officials organized a call for help.The Stantec team ultimately answered that call for help in designing a bigger pumping station to serve the community's needs. Our team has come alongside the community in the replacement and relocation of the Clems Branch Pump Station with a new four- million gallon per day(4 MGD)pumping station.We provided planning,modeling,surveying,design,permitting,and easements and construction administration. Located on the state line between North Carolina and South Carolina,the existing pumping station is undersized for current development and flows.The 16-inch force main and 24-inch gravity outfall are in an urban area with many existing utilities.The Preliminary Engineering Report(PER)included a range of alternatives considering life cycle costs,expected useful lives of components,maintenance,public perception,and environmental impacts. Construction Cost$7,000,000 / {�; ``41 If .',-\‘L .' :''! :'"•• ,i I. 1 1 ' 1 1 :1 y C •'' %j l ,;' 1, ti G ' / t 't' �� , t i ' i- II er. - • 111113b- - yet r jr.w� - 1�F "K ., .,; may. . ,:.F v 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT. —A (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Charlotte,North Carolina Prime Consultant - Oi City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects i RFC)2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 16 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Morning Creek Gravity Sewer Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Fulton County,North Carolina 2019 2021 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Fulton County Department of Public Works Tim Mullen,Project Manager 404-612-9564 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems FIRM:Stantec Consulting Services Inc. The Fulton County Department of Public Works(DPW)owns and operates the sewer system serving the Morning Creek sewer basin, including the gravity sewer collection system,pump station and forcemain.The gravity sewer system consists of concrete sewer pipes, and a combination of brick and pre-cast sewer manholes.The portion of the gravity sewer system pertinent to this project is located within the City of South Fulton in Fulton County,Georgia,from manhole MC45 to manhole MCDI near the Morning Creek Pump Station. Previous CCTV inspections of the gravity sewer system conducted by DPW indicated signs of line deterioration in the sewer lines. DPW has also reported root intrusion into some of the manholes.These and other known deficiencies lead to Inflow and Infiltration(MI) during wet weather events.It was also reported that the two incoming 24-inch sewer lines discharging to manhole MC45 typically run at half-full during dry weather periods. DPW has requested Stantec to design a new gravity sewer pipe alignment sized to handle the entire flow from upstream manholes. Stantec presented two options for a new gravity sewer pipe alignment.One of the proposed alternatives was an alignment running parallel to the existing sewer line between manhole MC45 and manhole MC01.Wetlands delineation was performed as part of the filed investigation task,and it was determined that the new parallel pipe alignment crosses wetlands.The second proposed alternative was a bypass alignment running further east outside of the wetlands. After Stantec presented the two pipe alignment alternatives mentioned above,DPW decided to proceed with the design of a new parallel pipe alignment.Since the Morning Creek gravity sewer area encompasses a significant area of wetlands,Stantec proposed a hybrid option which involves a 42-inch open cut and pipe burst design sized 42"to reduce the wetland disturbance impact. Additionally,an effort was made to avoid impact on specimen trees. Stantec's Environmental Team identified signs of erosion in certain areas along the gravity sewer line,therefore it was determined that streambank stabilization was required.Streambank stabilization was added to the original scope of work. Recently,Stantec completed a sewer modeling in PCSWM,it is advancing on the Basis of Design,and it is currently working with USACE to facilitate permitting requirements and process. Stantec Fees:$222,534 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Atlanta,Georgia Prime Consultant City of Miami Beach Engineering Services for Water A.Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects if not specified. Complete one Section F for each project.) 17 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Paradise-Whitney Interceptor Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Las Vegas,Nevada 2015 2016 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Clark County Water Reclamation District Adam Werner,Project Manager 702-668-8143 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems FIRM:Stantec Consulting Services Inc. This project consisted of 40,000 linear feet of gravity sewer ranging from 8 to 60 inches in diameter.Jarah managed the preparation of design drawings and specifications and coordinated potholing,CCTV,traffic control,right of way acquisition,and survey.The project included over 1,000 linear feet of 54-and 60-inch-diameter gravity sewer installed via trenchless methods and crossing under an interstate and numerous highly congested intersections.The design for the interceptor included a basis of design report; project deliverables at the 60%,90%,and final design;and engineering services during bid and construction.Stantec also prepared the infrastructure design for a future odor control facility including the design of two access roads,asphalt paving,a 40-foot by 46-foot concrete slab for calcium nitrate tanks and scrubbers with chemical containment area,sumps,housekeeping pads,an 8-foot-high perimeter fence and gate,and site improvements. Construction Cost:$34,100,000 i — ,• ._ -, .44p• 117 If l • .ate `"a�' .14: ,7 - •:Y ht • • +. '_ -- rsfin Y�r..- tN •. - .i I • • YJa h , `I r 1i1 s r 4 i +f ice 25.FIRMS FROM SECTION C INVOLVED' PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Las Vegas,Nevada Prime Consultant Tampa,Florida 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:IA9248D4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 18 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if 210 Avenue Trunk Utilities Contracts 3A&3 applicable) Calgary,Alberta 2012 2014 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Calgary _ Tanner Fellinger,Project Manager 403-538-6111 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems FIRM:Stantec Consulting Services Inc. Stantec provided detailed design and construction administration services for this major water and sewer project,which is an extension to the 210th Avenue Trunk Utilities Contract 1 project described elsewhere in this proposal.This project included the construction of approximately 5,280 LF of 48-inch diameter PCCP water transmission main and approximately 5,808 LF of 24-to 78- inch diameter steel sanitary sewers pipelines.The water transmissions forms part of a link to loop two major water feedermains in the south end of the City of Calgary.The underground pipeline appurtenances associated with this project included a valve chambers and a pressure reducing valve chamber for connection to an adjacent residential development. One of the major challenges of this project was the installation of the water and sewer infrastructure within a 50 foot deep fill zone. The risk to the integrity of the pipe due to differential settlement was assessed and managed through an extensive fill settlement monitoring program,and ensuring maximum flexibility of the pipe joints to account for such settlement.Stantec assisted the City with preparation of a separate PCCP pipe procurement contract to minimize the overall project schedule and assisted the City with land acquisitions and stakeholder engagement.Construction Cost:$6,499,000 . Iz r , — _:.. . . . ' . 1.' *\,,N'.k.; 1\4‘ .. \ , . . ,. t x .4.i, . Z.'''. is . - ; 1 itir ..--0 ,_41 f.. 2lvLa][V11,71'dllr/:ag:IRI :IOUX� 7,__„,..1:4M4g:Zoliv,161X•ifteNDII AME (2)FIRM LOCATION(City and State) (3)ROLE Consulting Services Inc. Calgary,Alberta Prime Consultant 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project) 19 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED West Pine Creek SanitaryTrunk-Part 2 and West MacLeod Feedermain PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Calgary,Alberta 2015 2016 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER United West Macleod I Lands Limited Garry Barron,Director 403-266-0335 Partnership 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems FIRM:Stantec Consulting Services Inc. Stantec used inter-departmental expertise on microtunneling technology to improve cost efficiency and reduce the overall environmental footprint for the final design stage of these projects. Stantec completed detailed design for more than four kilometers of 60-inches to 70-inches sanitary trunk sewer and two and half kilometers of water feedermain,with construction starting in April 2016.Project costs were front-ended by local developers,as City funding was years away.Stantec collaborated closely with each member of this multi-client team,assisting the developers with community engagement and incorporating City of Calgary preferred materials into our designs. A detailed geotechnical investigation confirmed complicated soil conditions near the intersection of MacLeod Trail and 210th AV SE.This was expected as Stantec had been involved with previous sanitary and storm studies in the area,as well as recent design/ construction of the community of Legacy. Five road crossings and two CP Rail track crossings require a total of 946m of pipe installation with uninterrupted traffic. Each crossing proposes to use the same size concrete jacking pipe for both the sanitary trunk and the feedermain casings so that only one machine will need to be mobilized.In-house experts in microtunneling technology assisted with the final design to ensure cost efficiency and to maximize best practices. Undulating terrain created an extremely deep section of gravity sewer pipe.Stantec preformed a triple bottom line analysis comparing trenchless and conventional construction methods for sections of pipe not related to the roadway and track crossings.At pipe depths greater than 15m the economic impacts of microtunneling were comparable to alternative installation methods.The advantage was found in the reduced overall surface area impacted,and subsequent environmental footprint. Construction Cost:$43,400,893 IrrUilliiiilliM° -.,..- -:.,, -, �� tII� l � ' , � 11111111 . .._ • _� ► 1111111111 LilIIIIII///III/ . 0, _ fIIIIIIIIII •:, . ►I 1 ii I111111 Ae , ..... vi, r nil 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Calgary,Alberta Prime Consultant 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 20 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Nose Creek Sanitary Trunk Sewer Upgrade-Phase A PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Calgary,Alberta 2018 2020 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Calgary Marissa Mitton,P.Eng. 403-512-3621 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems FIRM:Stantec Consulting Services Inc. Stantec conducted meetings and detailed consultations with numerous key stakeholders during design and construction,including community associations,City aldermen,Calgary Zoo,two golf courses,and Calgary Parks. Stantec completed preliminary design,detailed design,and construction administration services for more than four kilometers of large diameter sanitary trunk sewer.The sewer,which varies in size from 72 to 106-inches diameter,is located within the environmentally sensitive Nose Creek valley.Numerous environmental assessments,including an environmental site,historical resources,biophysical impact,and fish habitat assessments,were completed to assist with the route selection. A geotechnical investigation and detailed review of existing utilities and existing and proposed transportation infrastructure was completed to further assist with route selection,including crossings of Memorial Drive,16th Avenue,and Nose Creek.Upon identification of route options,an investigation and comparison of trenchless and conventional construction methods for roadway and creek crossings was completed.An open cut isolation crossing for Nose Creek was used,with tunneled crossings for Memorial Drive and 16th Avenue. The 540-FT long,10.5-FT diameter Memorial Drive tunnel crossed an inactive landfill,which required the completion of an environmental site assessment and development of a mitigation plan.The tunnel used steel ribs and wood lagging as a primary liner. Glassfibre reinforced polymer mortar pipe(HOBAS)was installed and grouted in place as a permanent liner.The 16th Avenue tunnel was 984-FT long and 7.2-FT in diameter. An in-depth hydraulic analysis,including modeling of the trunk sewer,was completed to confirm design flows and corresponding pipe diameters,and address the potential for project cost savings. Construction Cost:$22,650,413 iIi___ I i . '-� F- , , 1, t i 8y l�L 1 i. .• • 1 • 1 1 tI / \(1101016.46. o \ ', 4111.11101111 /Mr ,...- 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Calgary,Alberta Prime Consultant ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Trenchless Technologies for Pipe Installation/Rehabilitation DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 21 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Water Horizontal Directional Drill PROFESSIONAL SERVICES CONSTRUCTION(if Caloosahatchee River Crossing -Reclaimedapplicable) Cape Coral,Florida 2021 Ongoing(2022) 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Cape Coral Bill Sperry,PE,Project Manager 239-574-0729 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY e.Trenchless Technologies for Pipe Installation/Rehabilitation FIRM:Stantec Consulting Services Inc. In 2018,the City of Cape Coral and the City of Fort Myers entered into an interlocal agreement to construct a pipeline across the Caloosahatchee River to transmit reclaimed water from Fort Myers to Cape Coral.The reclaimed water transmission main will reduce discharges to the River while providing more reclaimed water to Cape Coral,which will help to maintain freshwater canal levels during the dry season.This water is used for irrigation purposes and for fire protection purposes. The City of Cape Coral will install a 24-inch pipeline from the Everest Water Reclamation Facility to the river entry point at Horton Park.The pipeline will be installed under the river with an exit point located in the greenspace on San Marcos in Fort Myers.The City of Fort Myers will connect the reclaimed water pipeline from the river exit point at San Marcos in Fort Myers to their South Advanced Wastewater Treatment Facility. The Agreement requires the pressurized reclaimed water main to be capable of carrying a maximum design capacity of 12 million gallons per day(MGD)with a delivery pressure of 100 pounds per square inch(psi)at the Cape Coral EWRF.Per the Agreement,the reclaimed water infrastructure installed by both Cities must be completed and operational by January 15,2023 or earlier. Our team's scope of services includes professional engineering services related to design,surveying,geotechnical services, environmental and regulatory permitting,bidding services and construction services for a pipeline that will enable the City to receive at the EWRF the agreed upon maximum reclaimed water flow from Fort Myers.The design will also include a distribution manifold at the EWRF that connects the new reclaimed water main to the City's public access reuse system(irrigation system)or to the injection well for disposal at the EWRF. Cardno Team evaluated various alternatives for crossing the Caloosahatchee River,including Trenchless Method Alternatives.The horizontal directional drilling(HDD)method was selected for implementation.The HDD method is capable of completing the Caloosahatchee River pipeline crossing.At 7,600 feet this will be among the longest sub-aqueous HDD projects in the world. Stantec Fees:$2,880,000 —k .yy.f --\ MAINTAIN FRESHWATER REDUCE DISCHARGES TO }} CANAL LEVELS THE RIVER JJljjj � = .Me moo, WY Ma PROVIDE RECLAIMED CREATE A BETTER WATER TO CAPE CORAL ENVIRONMENT ..E„NEWS minimalism connect :... -. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects REQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 22 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED North Lee CountyWTP Wellfield Expansion-Phase III-A Hydraulic Modeling, PROFESSIONAL SERVICES CONSTRUCTION(if p y g. applicable) North Fort Myers,Florida 2022 Ongoing 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER North Lee County Utilities Talya Bickle,PE,Project Manager 239-533-8504 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY e.Trenchless Technologies for Pipe Installation/Rehabilitation FIRM:Stantec Consulting Services Inc. The North Lee County(NLC)Wellfield consists of 19 production wells-8 on-site wells at the NLC Water Treatment Plant(WTP)and 11 of-site wells—and several miles of raw water transmission mains ranging in size from 10 inches in diameter to 30 inches.The wells are in the Lower Hawthorne Aquifer and have a total production capacity of approximately 9.4 million gallons per day(MGD).Stantec designed all the of-site wells and the raw water mains that convey raw water to the NLC WTP as part of the NLC Wellfield Expansion Phase I and Phase II projects. Stantec was selected for the Phase III WTP wellfield expansion project based on our experience with Phases I and II. Phase III will add approximately 22 additional production wells and associated raw water mains to the NLC Wellfield. It is expected to provide an additional 10 MGD of raw water production capacity.The Phase III wellfield expansion will provide the raw water needed for the planned expansion of the NLC WTP to 15.0 MGD.Stantec's services included the hydrogeological services,route evaluations, property acquisition assistance,hydraulic analyses,environmental services,detailed design,permitting,bidding assistance,and construction observation. Construction is underway for the first eight new production wells and approximately 10 miles of raw water main ranging in size from 10 inches to 30 inches in diameter.The work will be constructed in a rural area of northern Lee County with narrow existing right-of- ways and deep roadside ditches that results in narrow shoulders. With insufficient room to install the raw water main outside on the roadway,it will be constructed within the limits of one of the travel lanes.To reduce restoration and impacts to traffic,the new mains will be installed using trenchless drilling methods. There will be two crossings of Florida Water. A 1,000 LF horizontal directional drill(HDD)of a 24 inch HDPE pipe under Popash Creek along with a 1,000 LF HDD of a 24 inch HDPE pipe under Bayshore Creek. An additional challenge encountered during design were the regulatory floodplains and foodways that cover much of the project area.Three of the well sites are in FEMA foodways. These well sites needed to be elevated to protect the wellheads and equipment from flooding.This required a"No Rise Certificate"to demonstrate that the fill placed within the foodway will not result in negative impacts. The construction of the initial proton of the work will be completed under two contracts,one for well drilling,development,and testing and one for the well site civil improvements,well mechanical,and raw water main construction.The well drilling is anticipated to be completed in June 2022 and the well site and pipeline construction is expected to be completed in July of 2023. Project Cost:$16,888,800 9r: 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Sarasota,Florida Services 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND 46 DocuSign Envelope ID: 1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 23 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if Siesta Key Force Main and Finished Water Lines applicable) Siesta Key,Florida 2017 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Sarasota County Glenn Richter,Project Manager-Environmental 941-861-0566 Gene Allen,Project Manager Services 941-928-1472 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY e.Trenchless Technologies for Pipe Installation/Rehabilitation FIRM:Stantec Consulting Services Inc. Siesta Key is known for its pristine beaches,estate homes,and year-round tourism,so routing and construction of a parallel force main and finished water transmission pipeline on this densely developed and highly urbanized barrier island had to address a number of critical factors including resident quality of life,motorist and pedestrian safety,and limited available right of way for utility construction.Stantec was retained to provide modeling,and preliminary and final design services for the new Siesta Key force main and finished water transmission main.The final selected route traversed a variety of challenging environments,including a crossing of the Intracoastal Waterway,hurricane evacuation routes,established estate home neighborhoods,limited existing roadway rights- of-way,and heavy traffic volumes throughout the year.Stantec identified several potential force main routes as feasible based on these constraints and concerns,and developed planning level cost estimates for each.One critical component to the project was the design and construction of a 3,000 linear foot,24-inch diameter,horizontal direction drill(HDD)of the force main and finished water transmission lines across the Intracoastal Waterway.The parallel HDD crossings of the ICW were pilot drilled through an existing 20-foot utility easement located between two waterfront estate homes using pilot casings installed to 45-feet below ground surface to mitigate potential heave or settlement of the adjacent residential structures. Project Cost:$9,500,117 "7� e.*, .. .. ., ..,,,,,,.4: , iipr - , , . - ... , . ',. 4.• i't,4411f..k '..11' it ' . t - • k.. .. :.., . . 'I 1,. ` I. , , , e 3 ,. \ '_.- , i " , . �� • 1 A '� 4-1.-., , — S' e i .•,,. •z:-..-- - irwile._._,: 00 , ...-. ,, /,.1, .2........-.i,..., .'F' 1111}A; . . • el it,,,,,,,,.......„:-.---„:„..,.. 4. . ,P . .0• L 0260M j Al% 25.FIRMS FROM SECTION C INVOLVED WITH THIS PRO,r - PIIIIr (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Sarasota,Florida Services 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2-Experience and Qualifications of the Firm and the Team > 2.1 Qualifications of Proposing Firm Relevant Experience Relevant Experience of the Firm r; Water Hydraulic Modeling Utilizing the InfoWater Software to Assess a g the Capacity of a Water Distribution System and Assess the Impacts :: c ii -• ri of Private Development 3 Wastewater Hydraulic Modeling Utilizing InfoWorks Software to c jAssess the Capacity of a Wastewater Collection and Transmission 0 w i. System c v -�I J Sample Projects f. and g. ° a et0, `.IJ V = 0 O G = '« l,in II `1 -6 ila; a Q ii - Q• ` Y U Referenced Project c c G m o a _) Lee County Water Utilities Water Master Plan Update,North Lee County,Florida • • • • North Lee County WTP Wellfield Expansion-Phase III-A Hydraulic Modeling, • • • North Fort Myers,Florida Prince William County Water Master Plan,Woodbridge,Virginia • is • UCNSB Water,Wastewater and Reclaimed Water Hydraulic Modeling Update • • • Smyrna Beach,Florida -1 \ Water,Wastewater and Recycled Water System Master Plans,Elsinore Valley Municipal • • • \ ` Water District,California _r City of Evanston Water Distribution Modeling Development and Application • • • Rockford, • Illinois - --- City of Evanston Water Distribution Modeling Development and Application • • • Evanston,Illinois Big Creek Sewer Basin Wet Weather Calibration,Fulton County,Georgia • • • Watershed-Wide Analysis of Mystic River Watershed,Mystic River Watershed, • • • Massashusetts West Lynn Sewer Separation Project,(Lynn,Massachusetts • • • „. „, .ii .nf r! ailli j elle II ♦ Ewa : "1 , :e t a ri L seer1kilkMil 11-111 Till it . l ' • Vim, 10 Norman ALMIla I flt I i kLs... ) r 4 k,clr� wr .. 1 a. 5 City of Miami Beach!Engineering Services for Water 8 Wastewater Systems Projects/RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development. DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 AB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT - NUMBER (Present as many projects as requested by the agency or 10 projects,if not specified. Complete one Section F for each project.) 24 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Lee CountyWater Utilities Water Master Plan Update PROFESSIONAL SERVICES CONSTRUCTION(if p applicable) North Lee County,Florida 2020 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Lee County Nathan Beak,PMP,Senior Manager 239-533-8157 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development FIRM:Stantec Consulting Services Inc. The Lee County Utilities Integrated Water Resources Master Plan(IWRMP)was completed in December of 2010 and included an evaluation of potable water systems,reclaimed water systems,and wastewater systems.The plan identified capital improvement and recommendation plans based on existing conditions at the time,for both sustainable water supply and sanitary sewer services.The purpose of this project was to evaluate LCU's potable water system from source to delivery and identify the necessary improvements in the system to meet projected water demands through 2040. Each of the three distinct components(sources,treatment and transmission/distribution)were evaluated for the need for increased capacity.The capacity evaluation determined the improvement projects needed for the system to reliably serve the projected demands.The LCU existing hydraulic model was utilized to assess the transmission/distribution system for piping improvements and assess the options for potential WTP expansions and the impacts on the hydraulics of the transmission/distribution system.The conclusions of these evaluations were a list of Capital Improvement Plan projects for the planning periods 2030 and 2040,along with an associated cost estimate.Stantec Fees: $220,000 _— • 41 L_—�. i j r r ' ii .fi -• ,..... j -.-.,, J:., . i I. i , k' . 0-i- iip ._-.**IP„,„.„, • I�isi N, Jew �" i ' k j I j w T \ .�,_ if c . , , " • 1 T, 1 ," V �. f mF 1 x q 1 b "S t�i— „ -- I i, ti.• i i I _ O i ... 1F i \,.... I :, C., t 1`.. r,, h�t • i x. i. s.a • y fi ` • • �� ->' ,5y *,o...,,�.,»,.] e •f F$f + -Fill ••a.r � nV� �I . Legend . 1 �• " V i'1 :k R * water Treatment pane '\, t- A Stange tank `•=1 • Legend • Auto flusher ,i Dieing Water Main * Water Treatment Plan' 1 County&wnAary • Stange Tank . \ Water Age caning ware Mam Dnys c nary Boundary . CIP Proposed Projects 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT., (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Sarasota,Florida Prime Consultant-Engineering Services,and Modeling 5 City of Miami Beach'Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 25 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED North Lee CountyWTP Wellfield Expansion-Phase III-A Hydraulic Modeling, PROFESSIONAL SERVICES CONSTRUCTION(if p y 9, applicable) North Fort Myers,Florida 2022 Ongoing(2022) 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER North Lee County Utilities Talya Bickle,PE,Project Manager 239-533-8504 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development FIRM:Stantec Consulting Services Inc. The North Lee County(NLC)Wellfield consists of 19 production wells-8 on-site wells at the NLC Water Treatment Plant(WTP)and 11 of-site wells—and several miles of raw water transmission mains ranging in size from 10 inches in diameter to 30 inches.The wells are in the Lower Hawthorne Aquifer and have a total production capacity of approximately 9.4 million gallons per day(MGD).Stantec designed all the of-site wells and the raw water mains that convey raw water to the NLC WTP as part of the NLC Wellfield Expansion Phase I and Phase II projects. Stantec was selected for the Phase III WTP wellfield expansion project based on our experience with Phases I and II.Phase III will add approximately 22 additional production wells and associated raw water mains to the NLC Wellfield. It is expected to provide an additional 10 MGD of raw water production capacity.The Phase III wellfield expansion will provide the raw water needed for the planned expansion of the NLC WTP to 15.0 MGD.Stantec's services included the hydrogeological services,route evaluations, property acquisition assistance,hydraulic analyses,environmental services,detailed design,permitting,bidding assistance,and construction observation. LCU's current capital improvements plan includes an expansion of the NLC WTP to increase its capacity to produce 15.0 MGD of finished water.However,the NLC WTP wellfield does not have the production capacity to supply enough raw water to meet the current capacity of the NLC WTP.The raw water deficit will be greater after the planned plant expansion.The InfoWater software was utilized to develop a hydraulic model of the existing NLC WTP wellfield.This software integrates network modeling with geospatial data from ArcGIS.The existing model was updated to include proposed production wells. Design drawings were used to model future extensions of the raw water transmission main and production wells. The existing conditions model included 15 production wells and several miles of raw water transmission main ranging from 10 inches to 24 inches that conveys approximately 9.4 million gallons per day(MGD)of raw water to the WTP.The model was calibrated using flow and pressure data recorded during operation of the wellfield. An additional challenge encountered during design were the regulatory floodplains and foodways that cover much of the project area.Three of the well sites are in FEMA foodways.These well sites needed to be elevated to protect the wellheads and equipment from flooding.This required a"No Rise Certificate"to demonstrate that the fill placed within the foodway will not result in negative impacts. The construction of the initial proton of the work will be completed under two contracts,one for well drilling,development,and testing and one for the well site civil improvements,well mechanical,and raw water main construction.The well drilling is anticipated to be completed in June 2022 and the well site and pipeline construction is expected to be completed in July of 2023. Construction Cost: $16,888,800 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a- Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Sarasota,Florida Services City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 26 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Prince William CountyWater Master Plan PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Woodbridge,Virginia 2015-Ongoing(2022) N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Prince William County Brandon Pfleckl,Director of Asset 703-335-8996 Management&GIS 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development FIRM:Stantec Consulting Services Inc. Stantec is currently assisting the Authority with a Water Model Development project using infowater software.The goal of this multi-year project(nearing completion) is to build and calibrate a hydraulic model of the Authority's water distribution system with the long-term goal of developing a Smart Water System. Stantec worked with the Authority to develop a Smart Water Vision and Implementation Plan.The visioning defined the Authority's desire to employ a'live'Operational Model that is directly tied into the Authority's various data sources,including GIS,SCADA,Computerized Maintenance Management System (CMMS),and meter data. The Implementation Plan was defined in three primary phases to reach an Operational Model: model development;field testing and calibration;and live data integration.The InfoWater model consists of 2 systems, 10 pressure zones,and over 1,180 miles of pipe.As part of the Project,Stantec developed approximately 25 protocols as well as several supporting reports outlining the procedures for data gathering and testing of infrastructure;for the building and updating of a hydraulic model;and,for the calibration and implementation of the final model. Enhancement of the Authority's current hydraulic model and its integration with the GIS will improve modeling capabilities and applications for capital planning,as well as add the means for proactive operations and maintenance decision making. Stantec Fees:$500,000 ,i„,4,Al. .:, -10 A� r/ t,WS fit , •} ' e .e+ ,r f',, •• Virg is ' - ' ...V..".. ;;41:4 tir . . . • ; , T;.t.',,, . "7yar.,.4. Ma I . no 25.FIRMS FROMSECTION C INVOLVED WITH THIS PROJECT 1)FIRM NAME `, 2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Walnut Creek,California Prime Consultant-Engineering Services ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project) 28 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED UCNSB Water,Wastewater and Reclaimed Water Hydraulic Modeling Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Smyrna Beach,Florida Ongoing (2022) N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of New Smyrna Beach Julie Couillard,PE,Director of Engineering 781-596-2400 x 202 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f. Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development FIRM:Stantec Consulting Services Inc. The Utilities Commission,New Smyrna Beach,FL(UCNSB)provides potable water,reclaimed water,and wastewater services to residents throughout the City of New Smyrna Beach and unincorporated area adjacent to the City.The UCNSB's current utility service area encompasses approximately 41.3 square miles,with an estimated population of 53,600. Stantec re-built the potable hydraulic water model from UCNSB's GIS database using InfoWater Pro. The model controls were set up based on input from the Water Production Supervisor and operations,as well as two year of SCADA data for all the pump stations and storage tanks. Demand data was then geographically allocated by spatially joining the City's GIS meter data with two years of monthly usage data from UCNSB's Billing department. The hydraulic model was then calibrated for a 24-hour period simulation and met the planning level goals of within+/-10°%o of flow, pressure within+/-10 feet of water(4.33 psi),and tank level within+/-6 feet. Design criteria was developed based state and local standards as well as AWWA(e.g. M19,M31,M32,and M50).The system was then evaluated against the design criteria for existing conditions including peak hour demand and a fire flow evaluation at the maximum day demand conditions. Finally,the near and longer term proposed developments were added into the model with future demands and capital improvement projects were recommended based on meeting the design criteria as well as improving system redundancy and reliability. Stantec Fees:$25,500 ". • ` ?._. .. t 1.-- • .. -: Match Point ,...;i 7;:11----•,i4.•;.cf:::"' • - , to* A. • e' r J.••••+• '� Ii• I ']M w n 1�•° :. U.L. .: 7' V +4 ♦° ♦Cam..r' ez. • ~ w e •f ,+�ram' ` 11 f r • 9z.Tct, .t• . :� ♦. �'•i• ••• ;.• cairp � ,,.1; T 3rd Ave °%='•t w �6. '''y %.:.. t • :+ '� 6.114 . ....-js �,•----�., '1,+t Smith Street ,:ii%:`. Jf/•/..:.'• ' ."r MinPrecS..D`+` ° South Beach Glencoe WTP 'F . ,T.: busting • oo• . • • _ •2, • WT aas.♦ •:}.�•' •1° 6. •5 SO �0`. Match Point .• ..— °n . SM1STn 13,5c S0-S•• • 5560 al, " `. - ..`niiiii.. -N:76n • 400 or i" .'' INVOLVED WITH THIS PROJE (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Burlington,Massachusetts Prime Consultant-Engineering Design,Hydraulic Model, InfoWorks, and Construction Oversight ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 29 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Wastewater and Recycled Water System Master Plans,Elsinore ValleyPROFESSIONAL SERVICES CONSTRUCTION(if Water, y y applicable) Municipal Water District,California 2016 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Elsinore Valley Municipal Water District Parag Kalaria,Manager Water Resources and 951-674-3146 Planning 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development FIRM:Stantec Consulting Services Inc. Stantec updated and calibrated the InfoWater water model,InfoSWMM sewer model and constructed a recycled water hydraulic model for EVMWD.The hydraulic water model,containing over 12,800 pipes and over 42,000 connections,was developed in InfoWater directly from the District's GIS. The District's model includes over 810 miles of pipelines,42 pressure zones, 12 wells,73 storage reservoirs, 51 booster stations,and 57 pressure regulating stations.The model was calibrated for 24-hour EPS from data collected by the District and for steady state conditions. An Equivalent Dwelling Unit tool was developed to easily evaluate future system evaluations for each pressure zone as new EDU's are added to that particular pressure zone. The model was then modified to run 24-hour extended-period simulations,under average day demands(ADD),maximum day demands(MDD),and MDD plus fire flow demands.The District's existing,future,and build-out system was evaluated using the model to investigate high-and low-pressure locations,pipeline velocities,storage reservoir capacities,booster pump station capacities,and source water capacities. Model results were used as the basis to generate reliability analyses,cost estimates,and a capital improvement program. Stantec Fees: $1,000,000 I _ -,.art'" iii - - . ,--- - - V i 1 V ^ G I J l _ . . • .- , • 25.FIRMS FRI:ALSEGIVALcaotQL.VED WITH THIS PROJECT FIRM NAME (2)FIRM LOCATION(City and State) �..q,..._r ,........,--'•-� (1) (3)ROLE a. Stantec Consulting Services Inc. Walnut Creek,California Prime Consultant-Engineering Services 5 City of Miami Beach Engineering Services for Water S Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 30 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED City of Evanston Water Distribution Modeling Development and Application PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Rockford,Illinois 2014 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Rockford Department of Public Works Kyle Saunders,Water Superintendent 779-348-7371 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development FIRM:Stantec Consulting Services Inc. Stantec,developed,calibrated and applied an"all pipes"computer model of the City's water distribution system using InfoWater.The model represents 162 miles of pipe and includes over 2700 nodes.The Stantec team worked extensively with the City to use their GIS geodatabase of potable water infrastructure as the basis of the model. Detailed representations of three pumping stations and two large standpipes were incorporated to complete the development process,and the resulting model was calibrated against field data obtained through loss-of-head tests,fire flow tests,pump efficiency tests,and continuous pressure monitoring.In 2006,Stantec was selected by the City to convert the steady-state model to an extended period simulation(EPS)tool,and perform additional fire flow,operational,and water quality analyses. In 2009,Stantec designed a Unidirectional Flushing(UDF)program for the City using the City's water distribution system model and the Innovyze UDF Module within InfoWater modeling software. Program goals and flushing parameters were established,and detailed flushing routes were planned to help improve chlorine residual in the pilot area.The model was used to plan an effective and proactive unidirectional flushing program for the City that was executed in the field. Stantec Fees: S175,000 8/ al '� ��' ' W "ice ` � "y t .- t t• a q"1" X:.. 'V� li ..i Jam.. Ir oas 34 Al 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Walnut Creek,California Prime Consultant-Modeling 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A9248D4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 31 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Cityof Evanston Water Distribution ModelingDevelopment and Application PROFESSIONAL SERVICES CONSTRUCTION(if P PP applicable) Evanston,Illinois 2014 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Evanston David Stoneback 847-448-8198 Director-Public Works Agency 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development FIRM:Stantec Consulting Services Inc. Stantec provided a well-defined roadmap for actions to support the continued maintenance,management,and development of its infrastructure and human resources for the Rockford Water Division.The Water Utility Master Plan our team developed supported the Division in creating a sustainable and efficient water utility through an asset study and a focus on organizational analysis.The asset study included hydraulic modeling using InfoWater software to identify deficiencies in the distribution system,a review of the overall system supply and anticipated demands,development of a future build-out plan,and a groundwater assessment.Stantec developed a long-term plan for the renewal of the Division's water mains that addressed the short-term deficiencies identified in the distribution system,and a risk-based approach to planning and budget that considered the likelihood and consequence of asset failure. Stantec Fees: $172,000 "�"* 1!ll w AUL • P Pe -i!R!!**I1sir . A NN • PS. EMI 1 by , - ,M s •h" U x . 4 ' . d . 1 r ae s j Itt1.rtli �� • .• i_ _ ! - � 1l1 a1 /111 ISSN IRIS am San SOUL dAilliaill Um th x.. 11 MN , Y' z'''. _ !',. jillil I IT\ lig • L. mM wt 1 Fliii, 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Walnut Creek,California Prime Consultant-Engineering Services ® City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Wastewater Hydraulic Modeling Utilizing InfoWorks Software to Assess the Capacity of a Wastewater Collection and Transmission System. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified Complete one Section F for each project.) 32 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED BigCreek Sewer Basin Wet Weather Calibration PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Fulton County,Georgia 2021 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Fulton County-Department of Public Works Terry Peters,Deputy Director 404-612-7485 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY g.Wastewater Hydraulic Modeling Utilizing InfoWorks Software to Assess the Capacity of a Wastewater Collection and Transmission System FIRM:Stantec Consulting Services Inc. The Big Creek basin has an area of approximately 35,000 acres and is the largest basin in the Fulton County collection system. Most basin flows are conveyed by gravity to Riverside Road Pump Station.The flow is then pumped to the Big Creek Water Reclamation Facility(WRF),which has a current permitted treatment capacity of 24 million gallons per day(MGD)with plans underway for expanding the facility to 38 MGD.Ultimately,the Big Creek WRF discharges to the Chattahoochee River upstream of Morgan Falls Dam. There are several waterways and bodies of water located in this basin,including the Chattahoochee River,Big Creek,Hog Wallow Creek,Foe Killer Creek,and Willeo Creek.Fulton County Department of Public Works(FCDPW)has developed an InfoWorks Integrated Catchment Modelling(ICM)sewer collection model of the Big Creek basin and completed the dry flow calibration for 62 flow meters throughout the basin. FCDPW called on Stantec to perform dry weather calibration on eight additional meters for the Cobb-Willeo interceptor and wet weather calibration for all 70 flow meters,using wet weather data previously collected by FCDPW.The final calibrated model for the entire basin replicates the hydraulic and hydrological performance of the collection system under dry and wet weather flow conditions for engineering planning purposes.The scope of work on this project included reviewing the existing InfoWorks model of the Big Creek basin and performing a data gap analysis.Stantec performed an update of the existing ICM sewer attributes based on latest GIS data. During calibration,several flow meters in the sewers located on the floodplains of the Chattahoochee River showed extended high surcharge during large storm events.On reviewing the nearby United States Geological Survey(USGS)Gage data for River stage/ levels for the same time frame,Stantec identified that the high surcharge observed at sewer flow meters coincided with high levels in the nearby river—confirming the river water's/groundwater's ingress into the collection system network.This was supported further by FCDPW's spills data—showing spilling incidents during the same time frame. Our assessment helped FCDPW understand the cause of the issue.Stantec Fees:$232,000 Meter BC05 Seasonal Variation u a•�i..n...i DOmunISN1•n Gtorms Season DOM.UAW, • • 0.5 • • • • i 0.4 0.3 • • ••;• • �• • 1. '+•L44 field rt� : ' ' .1 n to 3/1/2010 6/9/2018 9/17/2011 12/26/2018 6/0/2019 7/16n019 10/2272019 1/30/2020 S/9/2020 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Atlanta,Georgia Prime Consultant-Engineering Mequon,Wiscosin Services-Hydraulic Model Build and Coral Gables,Florida Calibration 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFC 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 33 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Watershed-Wide Analysis of Mystic River Watershed PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Mystic River Watershed,Massashusetts 2019-Ongoing(2022) N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Cambridge Department of Public Kathy Watkins,City Engineer 617-349-4751 Works 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY g.Wastewater Hydraulic Modeling Utilizing InfoWorks Software to Assess the Capacity of a Wastewater Collection and Transmission System FIRM:Stantec Consulting Services Inc. Over the last two decades,Stantec built a city-wide hydraulic sewer model for the City of Cambridge,MA,that was used to evaluate the combined sewer system performance and to assist with planning for capital projects.The model was built using Infoworks ICM, which has the capability to use rain-on-catchment hydrology with a 2-dimensional terrain grid/surface mesh(2D mesh)for finer spatial resolution of overland flow.To better represent receiving water conditions and urban flood risk,the City of Cambridge added a 2D mesh within its City limits to better characterize flooding. The City received a$350,000 regional Municipal Vulnerability Preparedness(MVP)grant from the State on behalf of the Resilient Mystic Collaborative(RMC),to update the hydraulic and hydrologic model to include the entire Mystic River watershed in the greater Boston area.The hydraulic model covers approximately 42 square miles of watershed with approximately 8,000 catchments and integrates riverine included adding municipal sewer and storm conveyance systems;15 bridges;multiple lakes,storage ponds,and reservoirs. The model also includes operation of the Amelia Earhart dam,which includes 3 locks and 3 pumps that are operated when harbor levels prohibit gravity flow of the Mystic River into the Boston Harbor. The project team utilized the model to generate watershed-area maps to show flooding from riverine-induced water levels and conveyance restrictions under future extreme storm conditions. The team also performed alternative analyses for implementation of active reservoir management,regional green infrastructure implementation,and other conceptual improvements. An online portal was created for the RMC members to view flood results under multiple scenarios.Stantec Fees:$120,000 Ai,,,,.. . „ GT 3."... m 3. . ..,:,l' , ,,,.. - -,,"•41,--•••1-110.4141 ' .• . • '• :' a 4 41 M; • e r t ..,a i. i ; ' a ;IMF• kal . .163.. .:1f -_:,ji.. .-ia" 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Boston,Massachusetts Prime Consultant-Engineering Services,Modeling,Flood Mitigation, Hydrologic and Hydraulic Model 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 34 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED West Lynn Sewer Separation Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Lynn,Massachusetts Ongoing(2022) Est.2024 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Lynn County-Water and Sewer Commission Anthony J.Marino,PE,Chief Engineer 781-596-2400 x 202 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY g.Wastewater Hydraulic Modeling Utilizing InfoWorks Software to Assess the Capacity of a Wastewater Collection and Transmission System FIRM:Stantec Consulting Services Inc. The West Lynn Sewer Separation Project was completed as a requirement of the Recommended Plan under a consent decree to reduce CSO occurrences from the Commission's sewer system. The Recommended Plan was based on a skeletonized hydraulic model of the City's sewer system that lacked the detail to support predesign of those improvements. In addition,that model could not effectively support re-evaluation and reconfiguration of an alternative plan that could provide improved water quality benefits at significantly less cost to the City. Critical modeling flaws identified by the project team include insufficient model calibration to reflect actual system conditions and operation,and modeling manhole tops as"lost',resulting in significant loss of water from the modeled system that actually manifests as street flooding. Thus,the Recommended Plan would cost a significant amount of money and would not achieve the level of CSO reduction stipulated in the consent decree. In addition,the Plan would exacerbate recurring street flooding that frequently occurs in parts of the system. To better assess the City's sewer network and potential improvements,a new hydraulic model was constructed in Innovyze's InfoWorks ICM from the City's GIS data,calibrated with meter data,and used to assess the actual performance of the Recommended Plan,explore alternative solutions,and track CSO and street flooding volumes. The model included all sewer pipes and reflected actual operation of the WWTP,measured weir elevations at the overflows,and accurate ground levels at the manholes.To do this,the project team had to fill in significant data gaps,work with City staff to determine numerous system changes that were implemented,and work with the treatment plant O&M contractor to determine how the plant was historically operated in wet-weather. After simulating multiple alternative solutions,a better-performing and lower-cost alternative plan was submitted to the City. Utilizing the alternative plan and issues identified with the previous plan,Stantec is supporting the City with negotiating an updated consent decree. r �. ,..:fit , l* ' ia Ai r r 4, j • � �'SA a��i 1 >�S t Ii e a' .10‘,.- --,.. ‘ eta 0 t -$�� divj,,' )7 ;.., , . ,10-.:;., .:..01...:- .,:pt-4F-h. , ...." � yam` ' L; \ ----- ' // +1 1 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Burlington,Massachusetts Prime Consultant-Engineering Design,Hydraulic Model,InfoWorks, and Construction Oversight 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND ■ DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Experience in Public Outreach DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 35 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Cityof Miami Beach Central Bayshore South Neighborhood Improvements PROFESSIONAL SERVICES CONSTRUCTION(if y 9 P applicable) Project,Miami Beach,Florida N/A 2019 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Capital Improvements Kevin Pulido 305-673-7575x2112 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY h. Experience in Public Outreach FIRM:Media Relations Group,LLC Design/Build for construction of various neighborhood improvements for Central Bayshore South. Led PI efforts. Developed fact sheets,weekly advisories,and updates. Provided on-site,door-to-door outreach and stakeholder coordination. Hosted a public meeting and assisted the City with the City's resiliency workshops. RELEVANCE TO THIS CONTRACT: Features: -Public Information -Project Advisories Services: -Advisories/Door to Door FACTS -Communication of construction information -Fliers It[ i� �+ �i•��l;l—i-�i -Stakeholder meetings Control Bayshore South Negnbahoo ccu� d Props.�npro.e.Tenr inn."( •�',Y. _ - _:+..� -Public Meeting ► ';r" o,,.r»w �• Professional Fees:$99,700 4�'rr. . hsp•:wm el lt\n•Wi.•Irinv•J *t 3 Nit l.b.Ia *swat 1ln a��san Innlr .Yme{b .71 Scope .F • ra.r TIM and nnne•?nom M.M..s j {� • n•.tp.w1..+mn .{w nw.,a,l;e J G 1 b ,w yl.n •.�:k r.•.rl�+r. I,ur•., • .,lid Ju. n.n Nn.n • 'n•L a,.a•1,tYrynn.ranen f ! • Iiw•, •n•.u.dnJ mammon mid•n+n Orr.ro r • nu I,.,,; K•: w1 yr.vwa.`4i•wr ' • rla.q•+.IMY r...«.,q v...wl.n.a.•li • i.IryA nii nn ahcn n.r.N �� N : 'rn...n,e•Schedule -'PROJECT MAP The P•t'^.tip p'm^rnK.•J v.ne..M n yp Ir.r,•+ryM it p PM..i... ,I.•in.w•Jdrp amr• KJn..hrl n�•Aet�u CO ,.s. .... nrf,e••cni..nvn.tncR Rork l..v..n Inns•am n.•e,.ti%noun,i•n.•in }'a.r.(:•rga;rain on,am. o.kn. 1 ta,, )•J m.A M.a..•r wlgn.'•1'".yI'' •.]IIY:7 n.1 I 1.1 innA•run 1:p+{'Y:nnC•••e•..•+.• R%A rle•••.In ewn.w,l a.nL.Aw l•ma ..I •Te+,+•F��w ..;nnar..n•ts.k.nlewA „•w p.•„p.•,y�nw I..a.., yam.r.+.m��.r+*n An►wa.+ 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Media Relations Group, LLC Miami,Florida Public Outreach/Relations City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND 62 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 36 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED City of Miami Beach 54-inch Redundant Sanitary Sewer Force Main Installation PROFESSIONAL SERVICES CONSTRUCTION(if � applicable) Miami Beach,Florida N/A 2016 (Area(s)of Expertise:C.Force Main(54")H.Public Outreach) 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Public Works Fabio Angarita,PE,David Manacini and Sons 954-551-2324 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY h.Experience in Public Outreach FIRM:Media Relations Group,LLC The City of Miami Beach began the design and construction of a new 54-inch sanitary sewer pipe line on Euclid Avenue and Washington Avenue from 11 Street to Commerce Street in 2015.The purpose of the project was to provide a redundant system for transporting sewage through the City to the County wastewater treatment plant in Virginia Key. MRG handled public information efforts for Public Works,including advisories,a fact sheet,stakeholder meetings and media coordination. RELEVANCE TO THIS CONTRACT: Features: -54-inch sanitary sewer pipe -Public Information 1111 Services: -Advisories -Fact sheet . -Stakeholder meetings J '' -Media ..�. ice', - •'V. --a:!--'' ' - . r. 1 :- . Professional Fees: $56,400 it.Ifi, ,R \ 1 i j. r Air T _! ONE WAY �Ji= _11-- 1 ill >['� € II _ - d 9e 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Media Relations Group,LLC Miami,Florida Public Outreach/Relations ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND 63 DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. 14. Complete one Section F for each project.) 37 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Cityof Miami Beach Public Works Department SanitarySewer Evaluation PROFESSIONAL SERVICES CONSTRUCTION(if p applicable) Survey,Miami Beach,Florida 2015 N/A Area(s)of Expertise:C. Force Main(541 H.Public Outreach 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Public Works Luis Soto, PE,Assistant City Engineer 305-673-7080 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY h. Experience in Public Outreach FIRM:Media Relations Group,LLC Prior to the start of construction activities,MRG staff distributed a project advisory door-to-door,and explained the project and level of impact to the residents.The MRG PlOs were in the field with crew members as they worked in the City right of way and easements, easing the impact to residents. Field crews performed excavations and repairs on the spot,which at times were very invasive and required coordination with residents. Homeowners were made aware of these activities far in advance to ensure that they were not inconvenienced in any way. MRG staff continues to work closely with the project team,and assists with communicating construction information to the residents through frequent distribution of advisories and fliers,as well as face-to-face stakeholder meetings. RELEVANCE TO THIS CONTRACT: Features: -Public Information -Project Advisories Services: -Advisories/Door to Door -Communication of construction information-Fliers - milow -Stakeholder meeting Professional Fees: $109,849 • ei IL gbh. 111116L-'' i'5.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Media Relations Group, LLC Miami,Florida Public Outreach/Relations City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFC)2022-122-ND g DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.1 Qualifications of Proposing Firm-Relevant Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project) 38 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Miami-Dade Water and Sewer Government Cut Project PROFESSIONAL SERVICES CONSTRUCTION(if � applicable) Miami Beach, Florida N/A 2013 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water and Sewer Department Adriana Lamar 786-552-8087 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY h. Experience in Public Outreach FIRM:Media Relations Group,LLC MRG was responsible for the public involvement for all phases of this project and served as the department liaison to the project managers. Our team scheduled and coordinated team participation during meetings,prepared meeting minutes and responded to all action items as determined by the project administrators. MRG successfully prepared a Public Information Plan (PIP)which served as the living document throughout the project and produced a project fact sheet in accordance with Miami-Dade WASD standards which was distributed to key stakeholders.Throughout the project,MRG was responsible for coordinating periodic project meetings which detailed the latest construction-related activities,future proposed impacts,potential public involvement issues and provided necessary strategies for how outreach efforts would be coordinated. MRG's PIO Alicia Gonzalez acted as a liaison between the county and municipalities and hosted the construction public information meetings for project.This project also required daily interaction with the South Pointe residents and businesses,as well as the City of Miami Beach Engineering and Public Information staff. RELEVANCE TO THIS CONTRACT: Features: -Public Information -Project Advisories Services: -Advisories/Door to Door -Communication of Construction Information -Fliers -Stakeholder Meeting -Public Meeting Professional Fees: $121,000 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Media Relations Group,LLC Miami,Florida Public Outreach/Relations 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 2 • 2 • QUALIFICATIONS OF PROPOSING , FAM Organizational Chart Resumes City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND ■ DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team ARCHITECT - ENGINEER QUALIFICATIONS PART I-CONTRACT-SPECIFIC QUALIFICATIONS A.CONTRACT INFORMATION 1.TITLE AND LOCATION(City and State) Engineering Services for Water&Wastewater Systems Projects 2.PUBLIC NOTICE DATE 3.SOLICITATION OR PROJECT NUMBER January 28,2022 RFQ 2022-122-ND B.ARCHITECT—ENGINEER POINT OF CONTACT 4.NAME AND TITLE Ramon Castella,PE,ENV SP,LEED AP 5.NAME OF FIRM Stantec Consulting Services Inc. 6.TELEPHONE NUMBER 7.FAX NUMBER 8.EMAIL ADDRESS 305-445-2900 305-445-3366 ramon.castella@stantec.com C. PROPOSED TEAM (Complete this section for the orime contractor and all key subcontractors.) (Check) ":19. FIRM NAME 10.ADDRESS 11. ROLE IN THIS CONTRACT F Q oa Stantec Consulting Services Inc. 901 Ponce de Leon Boulevard, Water and Wastewater Engineering Suite 900, a ✓ Coral Gables,Florida 33134 El CHECK IF BRANCH OFFICE Snubbs Consulting Inc. 9020 SW 137th Avenue,Suite Inflow&Infiltration Reduction and 250,Miami,Florida 33186 Sanitary Sewer Evaluation b. ✓ ❑CHECK IF BRANCH OFFICE Media Relations Group,LLC 14707 South Dixie Hwy, Public Outreach c ✓ Suite 404, Miami,Florida 33176 ❑CHECK IF BRANCH OFFICE Longitude Surveyors,LLC 3900 NW 79th Avenue, Surveying and Mapping and SUE d ✓ Suite 601, Doral 33166 ❑CHECK IF BRANCH OFFICE GCES Engineering Services,LLC 10860 NW 138th Street Geotechnical Engineering e ✓ Unit 4 Hialeah Gardens,Florida 33018 ❑CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM El CHECK IF BRANCH OFFICE Please see Organizational Chart Attached ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AUOIIIILtl1IU11�D53-4645-A635-133C6IAE569C6 IMU L.LA�1CI ICIILC tlIIU g UI'U IC II111 tlIIU UIC 1 COI I I > 2.2 Qualifications of Proposing Team Organizational Chart M I AM I B E,4C I-I OUR TEAM 1•Stantec ConsultingServices Inc. PRINCIPAL IN CHARGE SENIOR TECHNICAL ADVISORS/ QA-QC OFFICERS ' Cardno part of Stantec Ramon Castella,PE,ENV SP,LEED AP Z Snubbs Consulting Inc.(DBE&SBE) • Tracy Anderson,PE -Pipeline/Conveyance • Hal Schmidt,PE -Pumping Stations 3.Media Relations Group,LLC(SBE) PROJECT MANAGER Anil Dean,PE,GE -Trenchless 4.Longitude Surveyors,LLC(DBE&SBE) Dave Clarke,PE,CFM Michael DuPont,PE -Hydraulic Modeling s•GCES Engineering Services,LLC(DBE&SBE) . . • WATER BOOSTER PUMP STATIONS& INFLOW&INFILTRATION REDUCTION FORCE MAINS AND GRAVITY SEWER SEWAGE PUMP STATIONS AND SANITARY SEWER EVALUATION WATER MAINS SYSTEMS Marlon Medina,PE,CFM 1 Carl Chan,PE,D.WRE ' Dave Clarke,PE,CFM 1 Jarah Parke,PE,PM' Senior Project Engineer Senior Engineer Senior.Engineer Senior Engineer Stephen MacEachern,PE,PSM 1 Sean Compel,PE,ENV SP,LEED AP' Oscar Bello,PE 1 Joe Herman,PE 1 Senior Engineer Senior Engineer Senior Engineer Senior Engineer John Spalding,PE 1 Tommy Ruiz,PE,CFM,LEED AP 2 Larissa Feria,PE,ENV SP' Linda Pass,PE 1 Project Engineer Senior Engineer Project Engineer Senior Engineer Thomas Nogaj,PhD 1 Juan Morales,P.Eng Fernando Gomez,PE 2 Senior Engineer Senior Engineer TRENCHLESS TECHNOLOGIES FOR PIPE Project Engineer INSTALLATION/REHABILITATION PUBLIC OUTREACH 1 WATER HYDRAULIC WASTEWATER HYDRAULIC MODELING Albert Ruiz,PE UTILIZINGE THE INFOWATERALICMODELING UTILIZING THE INFOWORKS SOFTWARE Alicia Gonzalez 3 Trenchless Engineer Senior Public Information Officer Alex Cropp,PE 1 Michael DuPont,PE Jon Pearson,PE' H draulic Modelin En ineer Jeanette Gorges 3 Trenchless Engineer Hydraulic Modeling Engineer y g g Senior Community Outreach Specialist Fletcher McKenzie,PE' Vito Gironda,PE,ENV SP 1 Dayana Sanjurjo 3 Anil Dean,PE,GE,PEng Hydraulic Modeling Engineer Hydraulic Modeling Engineer Community Outreach Specialist Trenchless Engineer SEA LEVEL RISE AND RESILIENCY ENVIRONMENTAL ADDITIONAL SERVICES CONSTRUCTION ENGINEERING AND 1 1 Survey and SUE INSPECTION John Malueg,PENicole Carter,MS Resiliency Manager Senior Environmental Scientist Eddie Suarez,PSM 4 Sean Compel,PE,ENV SP,LEED AP 1 Construction Manager Norman Shippee,PhD' Brooke Wolfe,LEED AP' • Geotechnical Engineering s Climate Scientist Environmental Scientist GCES Engineering Fernando Vargas' Electrical Engineering 1 Senior Inspector ARCHITECTURE GIS AND ASSET MANAGEMENT John Nel,AScT,PMP Rodney Carrero-Santana,PE 2 Shana Wygonik,RA,LEED AP 1 James Hale,GISP 1 Instrumentation and Control Construction Engineer/Inspector Senior Architect Senior GIS Specialist Brad Buchanan,PE 1 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects I RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 • TAB 2.Experience and Qualifications of the Firm and the Team > 2.2 Qualifications of Proposing Team • Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM i Ramon Castella,PE,ENV SP,LEED AP Principal in Charge 36 33 115.FIRM NAME AND LOCATION(City and State) • Stantec Consulting Services Inc.(Coral Gables,Florida) ®Stantec 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science in Civil Engineering,Florida International • Professional Engineer#40073,State of Florida University,Miami,Florida,1985 • Professional Engineer#11731,Puerto Rico • Envision'Sustainability Professional(ENV SP),Institute for Sustainable Infrastructure • LEED Accredited Professional,U.S.Green Building Council 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pump Station Improvement Program(PSIP) PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Miami,Florida 2019 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Ramon was principal in charge and project manager for multiple pump stations as part of the PSIP.US-EPA issued a consent decree to Miami Dade County requiring more than 112 sewer pump stations be brought into compliance over a period of five years. a. The Stantec team was selected to provide the engineering services necessary for upgrading more than a dozen pump stations and bring them into compliance with US-EPA criteria.Ramon was responsible for developing and delivering project documents including engineering analysis and reports,project drawings,and specifications.Engineering services also included obtaining state and local permits.The Stantec team met the challenge of obtaining the permits in a very short period of time and delivered the pump station projects expeditiously to meet critical EPA deadlines.Certification of these pump stations removed them from moratorium and allowed for Certificates of Occupancy to be issued with permission to connect to adjacent sewer systems. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Water Main Replacement,Sanitary Sewer System,and Pump Station Upgrades PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Key Biscayne,Florida N/A 2014 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Ramon,as Project Manager,oversaw construction engineering,construction administration,and inspection services for the Village of Key Biscayne and WASD for this joint$18 million effort.The goal of the project was to provide public sanitary sewer service for approximately 700 single family homes on septic tanks.The project included 35,325 linear feet of eight-inch ductile b. iron water to replace undersized asbestos-cement facilities,56,520 linear feet of eight-inch and 12-inch gravity sanitary sewers, 165 sanitary manholes and two new pump stations,and improvements to a third station.The ductile iron water mains installed ranged in size from eight-inches to 16-inches in diameter.The first two phases have been permitted and constructed.The first phase included approximately 35,000 linear feet of 12-inch-diameter and 16-inch-diameter backbone water main,along the section line and half-section line roadways.The second phase included approximately 12,000 linear feet of eight-inch water main in single family residential neighborhoods.All project areas were fully restored and the roadways were completely resurfaced.The project was jointly funded by the Village of Pinecrest and Miami-Dade County,and the systems were donated to WASD upon completion, certification,and acceptance. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Stormwater Pump Station,Seawall and Outfall Permitting PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Miami Beach,Florida 2019 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Ramon is the QA/QC Officer for this contract for which Stantec is providing to the City of Miami Beach environmental services, c. agency coordination,and other miscellaneous tasks associated with the pursuit and acquisition of all required environmental permits/authorizations(new permits or permit modifications)required for the construction of municipal drainage structures, including pump stations.The scope of services for this project includes biological surveys to characterize benthic habitats at proposed outfalls,assistance with obtaining environmental permits,and coordination with all relevant agencies. City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 69 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes Ramon Castello,PE,ENV SP,LEED AP 330 Resume(Cont.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Ramon Castella,PE,ENV SP,LEED AP Principal in Charge 36 33 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED MD-WASD 54"Watermain,NW 57th Avenue PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Hialeah,Florida 2013 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm d Project Manager and Engineer of Record for a new 54"ductile iron water main on NW 57th Avenue from NW 138th Street to NW 142nd Street.Project incorporated an interconnect with the existing 48"PCCP water main which runs parallel to new line,and is being kept as a back-up facility.The interconnect included temporary line stops and a bypass at the existing 48"PCCP main, butterfly valves and access manholes.NW 57th Avenue is a major 6 lane divided FDOT urban arterial,which required extensive maintenance of traffic planning for the new main installation.This project was executed under a Joint Project Agreement with FOOT District 6. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Central District Wastewater Treatment Plant 1 Secondary Clarifiers and RAS PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Pump Stations,Miami,Florida 2018 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm e. Ramon,Project Manager,managed this consent decree project that involved complete rehabilitation of RAS pump stations including pumps,piping,fittings,valves,and appurtenances.The scope of work also included a complete electrical upgrade encompassing transformer upgrades,new electrical feeds,and new raised electrical controls buildings with all new electrical and instrumentation systems (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PS S1,S2,S3,S4,S7,and S8 Engine Automation PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Everlgades Agricultural Area,Florida 2017 TBD f (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Q Check if project performed with current firm 1 Ramon,as Project Engineer,and the Stantec team provided mechanical engineering for the replacement of six water control/supply structures in the Everglades agricultural area.Built in the 1950s and 60s,these large area pumping stations still have their original Fairbanks Morse diesel-driven engines.The engines offer very little in the way of automation and the existing control panels were inadequate for enhanced automation. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Replacement of 30 km of Water Mains PROFESSIONAL SERVICES CONSTRUCTION(If applicable) I Barbados 2020 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm g. The Barbados Water Authority(BWA)selected Stantec to design and supervise the construction of 30 km of water main replacements along 20 different routes throughout the island.The project was funded by The Caribbean Development Bank. Replacement pipes were primarily PVC,but HDPE was utilized in areas of certain soil types.Project terrain varied from gentle gradients to steep terrain and gullies.Pipe was installed primarily along road shoulders with road reinstatement where pipe was installed in pavement areas.Facilities included fire hydrants,air release valves,pressure reducing valves and leak detection ports. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Redundant 36-inch Transmission Force Main along Snake Creek Canal PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida Ongoing(2022) TBD (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Ramon was principle in charge for Preliminary Engineer Report for the installation of approximately 24,870 LF of 36-inch h Transmission Force Main(FM)for M-D WASD which will convey wastewater from PS422(3028 NW 208th Terrance in Miami Gardens)to an existing 30-inch FM on the west side of the rail road crossing(adjacent to 1-95)along the south side of Snake Creel Canal.The existing 30-inch/36-inch force main alignment begins at PS422,heads south to NW 207th Street,then continues east along NW 207th Street to NW 27th Avenue. At NW 27th Avenue the existing force main turns south and crosses to the south side of Snake Creek Canal,then turns east,continues along the south side of Snake Creek Canal,and ends on the west side of the CSX Railroad Crossing.Deliverables include PER,which will recommend the preferred route and preliminary alignment,pipeline material, construction methods and define general characteristics of the new 36-inch force mains to guide the final design. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFC]2022-122-ND 70 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes • E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) • 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM 1 Dave Clarke,PE,CFM Project Manager 20 20 15.FIRM NAME AND LOCATION(City and State) - Stantec Consulting Services Inc.(Coral Gables,Florida) ®Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) - 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Master of Science in Civil Engineering,Florida International • Professional Engineer#66553,State of Florida University,Miami Beach,Florida,2008 • Professional Engineer#040056,State of Georgia • Bachelor of Science in Civil Engineering,Florida International • Certified Floodplain Manager#US-12-06737,State of Florida University,Miami Beach,Florida,2002 16.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED • I Joint Participation Agreement(JPA)Relocation Plans 54-inch Water Main, PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami-Dade,Florida 2013 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with'current firm • a. Deputy Project Manager and Project Engineer for this JPA project which included installation of approximately 1600 LF of 54-inch DIP water main. Also includes connections to two existing 24-inch DIP water mains,and to one existing 48-inch Prestressed Concrete Cylinder Pipe(PCCP)water main at low flow periods within the times determined by the M-D WASD. Duties includes development of scope and man hours,technical special provisions,quantities,construction cost estimate,shop drawings review, coordination with lead roadway project,and permitting through Department of Health. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PS 1-PS 2 Interim Piping Upgrades PROFESSIONAL SERVICES CONSTRUCTION(if applicable)! Miami,Florida 2017 TBD (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm- b' Suction&Discharge Piping Upgrades at MDWASD's two largest Pump Stations(PS-1 and PS-2). Project includes new piping (42-inch,48-inch and 60-inch),plug valves(42-inch,48-inch and 60-inch)and fitting to allow flexibility in flow into and out of these two stations,and into the two cross-bay force main manifolds. Responsible for design,client management,permitting,utility coordination,specifications and cost estimate (1)TITLE AND-LOCATION(City and State) (2)YEAR COMPLETED Redundant 36-inch Transmission Force Main along Snake Creek Canal PROFESSIONAL SERVICES CONSTRUCTION(if applicable)1 Miami-Dade,Florida Ongoing(2022) TBD (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE R"Check if project performed with current firm Preliminary Engineer Report for the installation of approximately 24,870 LF of 36-inch Transmission Force Main(FM)for M-D WASD which will convey wastewater from PS422(3028 NW 208th Terrance in Miami Gardens)to an existing 30-inch FM on the west c. side of the rail road crossing(adjacent to 1-95)along the south side of Snake Creel Canal.The existing 30-inch/36-inch force main alignment begins at PS422,heads south to NW 207th Street,then continues east along NW 207th Street to NW 27th Avenue. At NW 27th Avenue the existing force main turns south and crosses to the south side of Snake Creek Canal,then turns east,continues along the south side of Snake Creek Canal,and ends on the west side of the CSX Railroad Crossing.Deliverables include PER, which will recommend the preferred route and preliminary alignment,pipeline material,construction methods and define general characteristics of the new 36-inch force mains to guide the final design. (1)TITLE AND LOCATION(City and State). (2)YEAR COMPLETED SL-1 B.1 66-inch Force Main to SDWWTP Phase 1 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2018 TBD (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE. 0 Check if project performed with current firm d. Project Engineer;SL-1 B.1 is an MD WASD 66-inch transmission force main proposed to convey wastewater flows from the east terminus of SL-2.2 100 feet west of the intersection of SW 112TH Avenue and SW 216TH Street to the existing 60-inch pipe connection on an existing 72-inch transmission force main at the the intersection of SW 97TH Ave and SW 216TH Street near the SDWWTP-The force main has an approximate length of 8,700 linear feet. There is trenchless crossing under the Florida's Turnpike and SFWMD's Black Creek(C-1)Canal with a Mirco-tunnel. A new 90-inch steel casing will be used to accomplish the micro tunnel. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes Dave Clarke,PE,CFM 330 Resume(Cont.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Dave Clarke,PE,CFM Project Manager 20 20 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED ! JPA Alton Road(North)Waterline Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami Beach,Florida 2017 2026 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm 1 Engineer of Record.Design and construction of approximately 12,000 LF of 8"ductile iron(DI)watermain along SR 907/Alton e. Road,from south of 43rd Street to W 48th Street and from Lake View Drive to W 63rd Street and approximately 8,890 LF of 20"DI watermain along SR 907/Alton Road from Lake View Drive to W 63rd Street and along W 63rd Street Alton Road to La Gorce Drive. The project includes installation of new fire hydrants according to Miami Beach Fire Department requirements,new water services and reconnections of existing stub outs within the project limits.Services provided include;conducting site investigations,utility coordination,topographic surveys,geotechnical investigation,engineering design,develop construction documents(plans& specifications),permitting and providing support services during procurement and construction. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED JPA Alton Road(South)Waterline Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami Beach,Florida 2017 2026 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm ! Engineer of Record.Design and construction of approximately 5,000 LF of 8"ductile iron(DI)watermain along SR 907/Alton Road, f. from Michigan Avenue to North Bay Road/Chase Avenue and approximately 2,500 LF of 12"DI watermain along SR 907/Alton Road from North Bay Road/Chase Avenue to south of Ed Sullivan Drive/43rd street.The project includes installation of new fire hydrants according to Miami Beach Fire Department requirements,new water services and reconnections of existing stub outs within the project limits.Services provided include;conducting site investigations,utility coordination,topographic surveys,geotechnical investigation,engineering design,develop construction documents(plans&specifications),permitting and providing support services during procurement and construction. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I North Lee County WTP Wellfield Expansion,Phase Ill PROFESSIONAL SERVICES CONSTRUCTION(if applicable)! Lee County,Florida 2020 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Dave was QA/QC Officer for the North Lee County(NLC)Wellfield project that consists of 19 production wells-8 on-site wells at the g. NLC Water Treatment Plant(WTP)and 11 of-site wells—and several 10 miles of raw water transmission mains ranging in size from 10 inches in diameter to 30 inches.To reduce restoration and impacts to traffic,the new mains will be installed using trenchless drilling methods.There are two crossings of Florida Water.A 1,000 LF horizontal directional drill(HDD)of a 24 inch HDPE pipe under Popash Creek along with a 1,000 LF HDD of a 24 inch HDPE pipe under Bayshore Creek. Stantec's services included the hydrogeological services,route evaluations,property acquisition assistance,hydraulic analyses,environmental services,detailed design,permitting,bidding assistance,and construction observation. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED MDWASD Design Criteria Package for 36-inch Force Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Miami,Florida 2020 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm h. As part of the Doral Area Sewer Improvements,the Miami-Dade Water&Sewer Department(MDWASD)intends to abandon-in-place an existing 24"force main and replace it with a 8,000 LF of 36"DIP force main along NW 107th Avenue,south of NW 7th Street to NW 25th Street.The 36"DIP force main will cross under the CXS rail road located just north of SR 836. Stantec is the Design/Build Criteria Professional(DCP)for this project responsible for the development of a Design Criteria Package,Procurement Support and limited services during the Design-Build Contract period. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I JPA Relocation Plans 16-inch Water Main along NW 47th Avenue PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I' Miami,Florida 2022 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Engineer of Record. Design and construction of 10,023 LF of 16"ductile iron watermain along SR 847/NW 47th Avenue from SR 860/NW 183rd Street to North of NW 207th Drive and a 500 LF horizontal directional drill(HOD)beneath the SFWMD Snake Creek Canal.The project includes installation of new fire hydrants according to Miami-Dade Fire Department requirements,new water services and reconnections of existing stub outs within the project limits.Services provided include;conducting site investigations, utility coordination,topographic surveys,geotechnical investigation,engineering design,develop construction documents(plans& specifications),permitting and providing support services during procurement and construction. 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2,2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Technical Advisor/QA-QC Officer- a.TOTAL b.WITH CURRENT FIRM I Tracy Anderson,PE Pipeline/Conveyance 29 25 115.FIRM NAME AND LOCATION(City and State) • Stantec Consulting Services Inc.(Sarasota,Florida) ®Stantec 1 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) 1 • Bachelor of Sciences in Civil Engineering,Arizona State University, • Professional Engineer#77514,State of Florida Tempe,Arizona,1995 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 47th Avenue Waterline Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable)! Miami,Florida 2019 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Detailed design and final construction documents for approximately 10,000 linear feet of 16-inches ductile iron(DI)watermain a. along SR 847/NW 47th Avenue from SR 860/NW 183rd Street to North of NW 207th Drive and a 500 linear feet horizontal directional drilling(HDD),beneath the South Florida Water Management District Snake Creek Canal.The project includes installation of new fire hydrants according to Miami-Dade Fire Department requirements,new water services and re-connections of existing stub outs within the project limits.Services provided include conducting site investigations,utility coordination,topographic surveys, geotechnical investigation,engineering design,develop construction documents(plans and specifications),permitting,and providing support services during procurement and construction. (1)TITLE AND LOCATION(City and State) - • (2)YEAR COMPLETED Alton Road(North)Waterline Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2017 2026 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE • lI Check if project performed with current firm Detailed design and final construction documents for approximately 5,000 linear feet of 8-inches ductile iron(DI)watermain along b• SR 907/Alton Road,from Michigan Avenue to North Bay Road/Chase Avenue and approximately 2\500 linear feet of 12-inches DI watermain along SR 907/Alton Road from North Bay Road/Chase Avenue to south of Ed Sullivan Drive/43rd Street.The project includes installation of new fire hydrants according to Miami Beach Fire Department requirements,new water services and re-connections of existing stub outs within the project limits.Services provided include conducting site investigations,utility coordination,topographic surveys,geotechnical investigation,engineering design,develop construction documents(plans and specifications),permitting,and providing support services during procurement and construction. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Alton Road(South)Waterline Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami,Florida 2017 2026 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE _ 11 Check if project performed with current firm Detailed design and final construction documents for approximately 12,000 linear feet of 8-inches ductile iron(DI)watermain along SR 907/Alton Road,from south of 43rd Street to W 48th Street and from Lake View Drive to W 63rd Street and approximately c. 8,890 linear feet of 20 inches DI watermain along SR 907/Alton Road from Lake View Drive to W 63rd Street and along W 63rd Street Alton Road to La Gorce Drive.The project includes installation of new fire hydrants according to Miami Beach Fire Department requirements,new water services and re-connections of existing stub outs within the project limits.Services provided include conducting site investigations,utility coordination,topographic surveys,geotechnical investigation,engineering design, develop construction documents(plans and specifications),permitting,and providing support services during procurement and construction. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED SL-1 B.1 66-inch Force Main to South District Wastewater Treatment Plant PROFESSIONAL SERVICES CONSTRUCTION(if applicable) (SDWWTP)Phase 1,Miami,Florida 2018 TBD (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE l✓i Check if project performed with current firm Tracy served as project manager and in collaboration with the project design manager provided oversight of the project schedule, d• financial performance,and deliverables.Tracy was directly involved in development of technical engineering design solutions addressing project specific site and operational challenges were identified,and adequately addressed.Stantec created detailed design and final construction documents for approximately 8,700 linear feet of 66-inch-diameter transmission force main.SL-1 B.1 will convey wastewater flows from the intersection of SW 112 Avenue and SW 216 Street to an existing 72-inch transmission force main at the intersection of SW 97 Avenue and SW 216 Street near the SDWWTP.There is 90-inch steel casing constructed beneath Florida's Turnpike and SFWMD's.Black Creek(C-1)Canal using microtunneling construction techniques. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects I RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes Tracy Anderson,PE 330 Resume(Cont.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE I Senior Technical Advisor/QA-QC Officer- a.TOTAL b.WITH CURRENT FIRM Tracy Anderson,PE pipeline/Conveyance 29 25 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Water Resource Centralization Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Parker,Colorado 2017 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE a Check if project performed with current firm Detailed design and construction phase services for the design of facilities and infrastructure to centralize the towns groundwater e. treatment facilities at two locations.The design includes two greenfield water purification facilities(WPF)and upgrades to 10 remote groundwater well facilities.The project conveyance system included+/-45,000 LFT of HDPE pipe(8-to 20-inches)being installed throughout the Town to untreated groundwater and an additional 25,000 LFT of 36-inch steel pipe for finished water conveyance to a neighboring community.The project is being delivered using Progressive Design-Build approach.The 60%design and GMP were completed in less than five months. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED West River Inceptor Overflow Pump Station and Force Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Tampa,Florida 2018 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Il Check if project performed with current firm Tracy was the Design Manager and Engineer of Record for this project.As design manger,he was responsible for the overall f. coordination of technical discipline staff as well as permitting,design,and preparation of construction documents.This fast- track,emergency,progressive design-build project prevents overflows of raw sewage during wet-weather flow events from one of the City of Tampa's major gravity interceptors and inverted siphons under the Hillsborough River.Stantec provided professional engineering services for the design-build contractor that consisted on design,surveying,permitting,and engineering services during construction.The design consisted of approximately 10,000 linear feet of 20-inch forcemain through an urban environment within the rights of way.The self-priming centrifugal pump station was 300-HP with a flow rate of 3,660 GPM. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Siesta Key Master Pumping Station and Force Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Sarasota,Florida 2013 2014 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Ed Check if project performed with current firm Tracy served as project manager and in collaboration with the project design manager and engineering construction manager, provided oversight of the project schedule,financial performance,deliverables,and construction phase services.Tracy was directly involved in evaluation,design development,and construction phase services for this critical component of Sarasota County's g, closure of the Siesta Key Advanced Wastewater Treatment Plant(AWWTP)closure plan ensuring the project was completed on-time in accordance with the States Consent Order.As the Siesta Key AWWTP reached the end of its serviceable life,Stantec evaluated and recommended decommissioning the plant and constructing a master pump station(MPS)to convey wastewater flows from the barrier island to a regional treatment plant on the mainland to facilitate decommissioning of the Siesta Key AWWTP. The MPS has a capacity of 5 MGD with two 180-HP and two 65-HP pumps.The project included HDD construction of approximately 30,000 linear feet of 20-inch-diameter force main,and a redundant 20-inch-diameter potable water interconnect with the County's existing county sewerage and potable water systems and included a 3,000-foot HOD crossing beneath the open waters of Little • Sarasota Bay and the USACE Intracoastal Waterway(ICW). (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Aurora Prairie Waters Conveyance Project Aurora,Colorado 2010 2014 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Senior Engineer for this project for which Stantec provided early system-wide water resources planning and conceptual engineering services for the project.Stantec provided design and construction phase services for the conveyance system including 5 of the 12 i. design/construction packages for comprising the$750M PWP.We were responsible for planning,preliminary design,final design, and services during construction for the$160M,50-mgd raw water conveyance system.The project is comprised of three 6,000 hp pumping stations and approximately 34 miles of 5-foot-diameter raw water conveyance piping;11 miles of potable water piping with diameters up to 16 inches,and 15 trenchless crossings(pipeline tunnels)with casing diameters up to nearly 7 feet.The conveyance system included 15 trenchless crossings with diameters up to 7 feet,Pumping Stations 1,2,and 3,Conveyance System Pipeline Segment 1,2,and 3,which crossed major highways,railroads,utility lines,drainages,canals,creeks,irrigation ditches, wetlands,and the South Platte River. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Technical Advisor/QA-QC Officer- a.TOTAL b.WITH CURRENT FIRM 1 Hal Schmidt,PE Pumping Stations 40 14 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Tampa,Florida) ®Stantec 1 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Master of Sciences in Engineering,Vanderbilt University,Nashville, • Professional Engineer#38819,State of Florida Tennessee,1981 • Professional Engineer#18218,Georgia • Bachelor of Sciences in Engineering,Vanderbilt University,Nashville, • Professional Engineer#29130,North Carolina Tennessee,1980 • Professional Engineer#39324,Virginia 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Pump Station No.2 Upgrades Miami,Florida 2016 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Ei Check if project performed with current firm Technical Advisor for this project.Pump Station(PS)No.2,also referred to as the 9th Street Pump Station,is located at the southeast corner of Bicentennial Park.This station is bordered on the east by Bicentennial Park,on the north by the Miami Science a Museum,on the west by the 900 Biscayne Residential Tower,and on the south by the American Airlines Arena.The pump station pumps the wastewater collected within its service area(northeastern portion of the City of Miami)to the Central District Waste Water Treatment Plant(CDWWTP).The pump station was built in 1951 and received major upgrades in the 1980s and in the mid-1990s.The.pump station is currently rated at 60 MGD with five 350 hp pumps in a wet well/dry well arrangement.The work associated with upgrades at PS-2 included the addition of a sixth pump,a new odor control system(wet chemical scrubber and carbon adsorption)and associated ductwork,flow metering and miscellaneous improvements to repair corroded and replace equipment thatlis has reached its useful life.Architectural features were incorporated to blend with the surrounding architecture. (1)TITLE AND LOCATION(City and State) - (2)YEARCOMPLETED Miami-Dade Water and Sewer Department Consent Decree Projects PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami,Florida 2016 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 121 Check if project performed with current firm Hal was responsible for the technical oversight of Miami-Dade Water and Sewer Department's$2.2 billion wastewater capital improvements program at their three regional WWTPs,as outlined in the Consent Decree that was executed in 2014.All of the projects included the necessary planning/phasing,permitting,preliminary and final design,and construction oversight and start-up b. services.These projects have included work associated with both liquid and solids treatment processes,and include:upgrades to the single stage mesophilic digestion facilities at the 143-MGD Central District wastewater treatment plant(CDWWTP);preparation of an Engineering Assessment Report at the CDWWTP;upgrades to the headworks facilities at Plants 1 and 2 at the CDWWTP; upgrades to the oxygen production facilities at the CDWWTP;a fats,oils,and grease receiving station at the 120-MGD South District wastewater treatment plant(SDWWTP);upgrades to the single stage mesophilic anaerobic digestion facilities at the SDWWTP;new sludge thickening and dewatering facilities at the SDWWTP and the CDWWTP;new biogas treatment facilities at the CDWWTP to provide suitably clean biogas to the Co-Gen building;evaluation of incorporating process modifications;and new liquid chlorine and storage/feed system. (1)TITLE AND LOCATION(City and State) - (2)YEAR COMPLETED City of Winter Haven Master and Effluent Pump Stations PROFESSIONAL SERVICES CONSTRUCTION'(if applicable)1 Winter Haven,Florida 2014 2013 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLEEd Check if project performed with current firm Hal was the Project Director of this contract for which The City of Winter Haven upgraded their existing WWTP to convert from secondary levels to advanced levels of treatment.A portion of this project included the construction of an on-site master station and an effluent pump station.The master station had a capacity of 10,500 gpm and received flows from process equipment.The master station was a 4-plex station,expandable to add one additional pump to meet future expansion demands.The effluent pump station had a capacity of 12,000 gpm,with provisions for two additional pumps in the future.Each station was connected to the system-wide SCADA system and was equipped with VFDs and flow metering 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes Hal Schmidt,PE 330 Resume(Cont.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Technical Advisor/QA-QC Officer- a.TOTAL b.WITH CURRENT FIRM i Hal Schmidt,PE Pumping Stations 40 14 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Central District Wastewater Treatment Plant Disinfection Facilities Upgrades PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2019 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Hal was responsible for the technical oversight of Miami-Dade Water and Sewer Department's$2.2B wastewater capital program. All of the projects completed as part of the Consent Decree include planning,permitting,preliminary and final design.One of the projects that was part of the Consent Decree was a new chlorination system at the 143 mgd CDWWTP.This project will replace the e. existing elemental gas chlorination system at the CDWWTP with a liquid sodium hypochlorite(NaOCI)feed system to improve the safety of the disinfection system.The new disinfection system will provide NaOCI to the following unit processes at both Plants 1 and 2 at this facility:disinfection of effluent,filamentous Control(RAS dosing),flushing Water,scum wells on the final clarifiers,and • at the digester gas scrubbers.The project includes a new delivery and storage building to house 16,20,000-gallon storage tanks (320,000 gallons total),chemical feed/transfer pumps,process piping,and electrical and instrumentation/control facilities for the new chlorination facilities at the CDWWTP.Class I reliability was incorporated to permit the operations staff to meet a variety of operating conditions should one or more of the tanks/feed pumps need to be taken out of service. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Central District Wastewater Treatment Plant High Purity Oxygen Wet Weather PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Improvements,Miami,Florida 2018 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Hal provided the technical oversight of the wet weather improvements to the high purity oxygen(HPO)activated sludge system at Miami-Dade Water and Sewer Department's(MDWASD's)143 mgd Central District WWTP.This work involved process modeling f. (GPSx)to alternatives(i.e.,contact stabilization,step feed and ballasted flocculation)for the operational staff to treat wet weather flows at Plant 2(80 mgd).The results of the process modeling indicated that step feed treatment was the optimal and provided the operation staff with the flexibility necessary during wet weather flow conditions.The upgrades were designed to be operation when the influent flows exceeded 115 mgd at Plant 2 while still providing the necessary treatment to meet the facility's permitted effluent requirements.This project included incorporation of new 60-inch diameter piping in an already congested area of the site, motorized valves to provide for automatic step feed operation,and new instrumentation and controls for this operation.The work was completed with this project while maintaining the existing HPO facilities in service. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED North District Wastewater Treatment Plan Primary and Secondary Clarifier PROFESSIONAL SERVICES CONSTRUCTION(if applicable) ; Upgrades,Miami,Florida 2018 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Hal was responsible for the technical oversight of Miami-Dade Water and Sewer Department's(MDWASD)upgrades to the primary and secondary clarifier facilities at the 112.5 mgd North District WWTP.This project included the necessary planning,permitting and final design services associated with the upgrades to six primary clarifiers and 12 secondary clarifiers.This project consisted 9' of replacing the collector mechanisms for primary clarifiers 1,2,4,5,and 6,and secondary clarifier mechanisms for units 1 through 8.The center well for secondary clarifiers 1 through 10 were enlarged and density current baffles were provided.For all clarifiers, structural rehabilitation of the effluent launders and each tank was recoated in areas of corroded and eroded concrete.New covers were provided for the primary clarifiers and new walkways were provided for the secondary clarifiers.The existing return activated sludge(RAS)pumps were replaced and equipped with variable frequency drives,and the electrical infrastructure associated with these three pump stations were upgraded.Odor control upgrades included new duct from the six primary clarifier tanks and new chemical scrubbers were provided. • (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Master Lift Station Rehabilitation PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Live Oak,Florida 2010 2012 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE • 0 Check if project performed with current firm Hal,as Principal in Charge,oversaw the improvements and refurbishment of the City's master lift station that all of the wastewater h collected in the City's service area is pump to,prior to being pumped to the WWTP for treatment and disposal.The existing wet well/dry well pumps and associated equipment were reaching the useful life of the equipment installed.The project included evaluating the existing service area to ensure that the pumps were adequately sized,refurbishment of the wet well,replacement of the existing pumps,and new control and monitoring systems.The capacity of this pump station was 2.0 MGD(adf)and 7.0 MGD(peak).Three new pumps were installed,each equipped with VFDs.The project also included the development of a bypassing plan that enabled the City's station to remain in operation,while construction was underway.Other improvements included flow monitoring and a monitoring system that was the first phase of the City's SCADA system. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS.CONTRACT 14.YEARS EXPERIENCE Senior Technical Advisor/QA-QC Officer- a.TOTAL b.WITH CURRENT FIRM I Anil Dean,PE,GE Trenchless Officer 25 7 1 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Walnut Creek,California) ®Stantec 1 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Master in Sciences in Civil and Environmental Engineering • Professional Engineer#196722,•Engineers and • (Geotechnical Engineering),University of California,Berkeley, Geoscientists British Columbia California,United States,1996 • Registered Engineer#C58887,State of California • BS,Civil Engineering,Johns Hopkins University,Baltimore,Maryland • Geotechnical Engineer#G2693,State of California ,United States,1995 • Registered Engineer#13596,State of Hawaii • Master of Business Administration,Duke University,Durham,North • Professional Engineer#124533,State of Texas Carolina,United States,2004 118.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) i 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Kansas and Marin Streets Sewer Improvements Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I San Francisco,California 2021 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm Project Manager-The Kansas and Marin Streets Sewer Improvements Project includes a tunneled installation of approximately 854 linear feet of 96-inch internal diameter auxiliary sewer and two junction structures to connect the new sewer to existing sewer a. boxes at each end of the tunnel.The proposed sewer alignment is located east of the Highway 101 and extends in an east-west direction between the intersection of Kansas and Marin Streets and the existing 20-foot wide concrete box sewer located beneath the existing San Francisco Public Works(SFPW)maintenance yard.Anil managed the project to provide technical memorandum, drawings,and specifications to support the SFPUC in a design-build procurement for tunnel construction.The scope included tunnel,civil,geotechnical,seismic,structural,and hydraulics disciplines and coordination with the Owner's environmental and real estate teams.Contract documents were developed to allow a variety of tunnel and trenchless construction methods to be allowed for construction,including microtunneling,conventional tunneling,and pipe jacking. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED , Capital Regional District(CRD)Wastewater Treatment Program PROFESSIONAL SERVICES CONSTRUCTION(ifapplicable)I Victoria,British_Columbia 2019 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE lI Check if project performed with current firm ' Trenchless Designer-Greater Victoria discharges an average of 83 ML/d of sewage receiving only preliminary treatment into the Strait of Juan de Fuca everyday.This is causing-environmental contamination of seabed sites near the outfalls with unsafe levels of toxins,such as copper,mercury,and lead.To meet new federal regulations,the CRD of Victoria embarked on an ambitious b. effort that provides the foundation for wastewater conveyance and treatment for the next century—the$800M Seaterra Program. Stantec is Owner's Engineer and Program Manager for the Seaterra Program.The project is being designed and constructed by a • joint venture known as Harbour Resource Partners(HRP).A new forcemain is required to convey flow from the urbanized portions of the City of Victoria to the new WWTP.Stantec completed the design concept utilizing horizontal directional drilling.HRP has finalized the design of the HDD for Stantec's review.The HDD Harbour Crossing consists of 1067-millimetre-diameter welded steel pipe with a wall thickness of 25.4 millimetres.The planned total drill length for the crossing is approximately 940 metres. Performed design in an Owner's Engineer role for the contract documents and design review of HRP's trenchless related design submittals. (1)TITLE AND LOCATION(City and State) •(2)YEAR COMPLETED Siesta Key Force Main and Water Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable)i Sarasota,Florida 2016 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm c. Trenchless Designer-Performed an initial design review and developed final plans and specifications for HDD and instrumentation and monitoring activities.The project included two approximately 3,000 foot long crossings of 20-inch DR 9 HDPE pipe beneath the Intercoastal Waterway and the Siesta Cove residential area and park lands and four other HDD crossings ranging from approximately 400 ft to 800 ft in length of 20-inch DR 11 HDPE pipe.Construction observation activities were also conducted. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes Anil Dean,PE,GE 330 Resume(Cont.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Technical Advisor/QA-QC Officer- a.TOTAL b.VNTH CURRENT FIRM Anil Dean,PE,GE Trenchless Officer/Trenchless Engineer 25 7 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Line 63 Relocation Project PROFESSIONAL SERVICES CONSTRUCTION(ifapplicable)l Angeles National Forest,California 2015 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 121 Check if project performed with current firm Geotechnical and Trenchless Engineer-Anil was a trenchless and geotechnical engineer delivering scope that included detailed geohazard assessments,geologic field mapping,fault crossing assessments,and geotechnical investigations for three HDD undercrossings.This experience built on several geotechnical investigations Stantec conducted to support reactivation of Line d 63,a 14-inch diameter steel pipeline used to transport liquid crude oil.The HDD investigations included detailed site geologic mapping,soil sampling and bedrock core drilling,piezometer and inclinometer installation and monitoring.These investigations were used to assess the depth and extent of landslides,ground water conditions and design the HDD undercrossings. Geotechnical investigations were also conducted to support grading permit applications,slope stability assessments,and to monitor several small landslides along the pipeline.Anil provided geotechnical guidance for investigation and testing and subsequent analyses for select elements of the project in support of the project's grading permits along the Southgate section of the pipeline.Additionally an alternatives analysis memorandum was prepared to assess HDD the feasibility of HDD installation methods along with other options for locating Line 63 through the Posey Canyon section of the pipeline.The work included close coordination with the US Forest Service as Line 63 proceeds through the Angeles National Forest. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED South Surrey Interceptor Johnston Road Section-Phase II PROFESSIONAL SERVICES CONSTRUCTION(if applicable)! (Trenchless Segments),Surrey,BC,Canada 2019 2020 • (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm This project included detailed design of four tunneled segments of the 10-foot-diameter South Surrey Interceptor project with a total length of approximately 2,750 feet.The tunneled segments cross beneath office parks in Surrey and a major street.The project was constructed with the largest diameter microtunnel boring machine in North America with an excavated diameter of e* just over 12 feet.Ground conditions were comprised primarily of dense glacially derived materials,with a significant portion of the tunnel extending below the groundwater level.Large boulders have been encountered in the area,complicating the selection of the tunneling method.As tunnel task leader,Anil was responsible for the assessment of geotechnical conditions,alternatives analysis of various tunneling technologies,and tunnel design for a critical tunneled connection for a major sewer interceptor.He provided key recommendations including ground control,staging,property protection due to the close proximity of two office buildings, and assessment of additional loading on an adjacent existing sewer.The project broke the record for the largest diameter microtunneled installation in North America and went on to win two major awards and was an honorable mention for project of the year. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Grand Junction Persigo Wastewater Treatment Facility—Diffuser Outfall PROFESSIONAL SERVICES CONSTRUCTION(if applicable)! Upgrade,Grand Junction,Colorado 2018 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Stantec designed approximately 2,000 LF of new 48"diameter effluent pipeline,including a 240-foot-long trenchiess undercrossing of Interstate 1-70 and a 67-foot-long outfall diffuser with 17 ports in the Colorado River.The project presented several challenges including determination of the optimal location of diffuser in Colorado River,design of a trenchless crossing in alluvial material under 1-70,discharge from the plant during 100-year flood in the Colorado River,and significant permitting.Approval of the f diffuser required completion of a 3-dimensional Computation Fluid Dynamic(CFD)model.Other key components of the project included working with Colorado Department of Transportation to approve the trenchless installation of the pipeline under 1-70,404 permitting with the Army Corps of Engineers,and working with Colorado Parks and Wildlife on the location of the diffuser in the Colorado River.Installation of the diffuser required a temporary cofferdam in the Colorado River,which was completed in winter months to reduce construction risk.Construction was substantially complete in February of 2019,allowing the City to meet their permitted discharge requirements.Anil reviewed the trenchiess design,including launch and reception pits and instrumentation and monitoring of the 60-inch cased undercrossing of 1-70.This undercrossing was ultimately completed using open face pipe jacking methods in challenging alluvial materials consisting of gravel and cobbles during a period of historically low water levels in the Colorado River. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFC 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete,one.Section E for each key person,) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE l Senior Technical Advisor/QA-QC Officer a.TOTAL b.WITH CURRENT FIRM I Michael DuPont,PE -Hydraulic Modeling Officer/Wastewater 24 19 Modeling 1 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Mequon,Wisconsin) ®Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Sciences in Civil and Environmental Engineering, • Professional Engineer#91607,State of Florida Marquette University,Wisconsin,1997 • Professional Engineer#PE-19519,State of Hawaii • Professional Engineer#58293,State of Minnesota • Professional Engineer#PE11500731,State of Indiana • Professional Engineer#34587,State of Wisconsin 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Watershed-Wide Analysis of Mystic River Watershed Mystic River Watershed, Massachusetts 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Q Check if project performed with current firm . Mike co-led the hydraulic modeling team to update the hydraulic and hydrologic model for the Mystic River watershed in the a. greater Boston area. The team utilized the model to generate watershed-area flood maps for future extreme storms and performed alternative analysis for implementation of active reservoir management and green infrastructure implementation. Model results were used to optimize and coordinate regional stormwater management and assist in the implementation of a Municipal Vulnerability and Preparedness(MVP)grant. The hydraulic model covers approximately 27,000 acres of watershed and integrates riverine sections for the Mystic River and tributary waterways,municipal sewer and storm conveyance systems,a 2D surface mesh to simulate overland flooding,storage ponds and reservoirs,and RTC operation of the Amelia Earhart dam. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED - Fremont Siphon Replacement and Odor Control Facility Project' - PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Seattle,Washington 2016 2018 (3)BRIEF DESCRIPTION,(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Ill Check if project performed with current firm Lead engineer and hydraulic designer for the pre-design and final-design of the replacement of an existing 100-year-old sanitary b. sewer siphon tunnel under the Lake Washington Ship Canal in Seattle,WA.When complete,the new siphon crossing will have two 60-inch-diameter microtunneled canal crossings with a combined peak flow capacity of 220 MGD.The new siphon system will include an inlet structure with flow control weir,an outlet structure,and tie-in structures to connect to the existing interceptor sewers on both sides of the Ship Canal.The design is vital to the refurbishment/repair project,which improves a piece of infrastructure that is critical for conveying wastewater from North Seattle to the treatment facility.This project includes working with the County,permit agencies and coordination with multiple stakeholders,a tunneled siphon crossing,utilities relocation, community outreach,and connections to the existing system while remaining in service (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED ' Big Creek Sewer Basin Model Wet Weather.Calibration PROFESSIONAL SERVICES CONSTRUCTION(if applicable) j Fulton County,Georgia 2022 N/A .(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Er Check if project performed with current firm Hydraulic Modeling Lead for this contract.Fulton County Public Works Department(PWD)has developed an InfoWorks ICM(ICM) C. sewer collection model of for the Big Creek basin,their largest basin covering 35,000 acres,and completed the dry flow calibration for 62 flow meters throughout the basin.Stantec was contracted to perform dry weather calibration on 8-additional meters for the Cobb-Wileo interceptor and wet weather calibration for all 70 flow meters using wet weather data previously collected by PWD. The wet weather flow calibration included RDII analysis of the flow monitoring data to analyze the inflow and infiltration in the Big Creek basin.The final deliverable was an entire basin model capable of replicating the collection system dry and wet weather flow conditions for engineering planning purposes. (1)TITLE AND LOCATION(City and State) • 2)YEAR COMPLETED Sewer System Evaluation and Rehabilitation Program—Hydraulic Model PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Update,New Orleans,Louisiana 2016 N/A (3)BRIEF.DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I1 Check if project performed with current firm • d• Mike served as hydraulic modeling lead updating S&WB's hydraulic model to reflect pump station replacements and land-use changes after Hurricane Katrina.The sanitary sewer model was updated and recalibrated to indicate current pump station capacities,land uses,inflow and infiltration WI)conditions.Tasks included review/update of the network using GIS data, modifications to pump curves and controls,calibration utilizing 30 flow meters and 8 rain gages,and analysis of wet-weather performance to ensure compliance with consent decree stipulations. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 79 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes Michael DuPont,PE 330 Resume(Cont.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE I Senior Technical Advisor/QA-QC Officer a.TOTAL b.WITH CURRENT FIRM Michael DuPont,PE -Hydraulic Modeling Officer/Wastewater 25 19 Modeling 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Las Vegas Valley Sewer Model Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Las Vegas,Nevada 2013 N/A (3),BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE - ll Check if project performed with current firm I Served as hydraulic modeling lead for evaluating the Clark County Water Reclamation District's wastewater collection system-to e• update the conveyance capital improvement plan.Tasks included:review of existing GIS and as-built system data;review of and modifications to overall hydraulic modeling approaches and strategies;revising existing and future flow rates;completing hydraulic evaluations,identifying system deficiencies;determination of where and when conveyance improvement projects would be needed; and establishing a list of projects and estimated capital budget costs for the capital plan.Mike also worked with the District to answer project-specific questions from District staff,and evaluated various what-if scenarios to estimate impacts of other projects on the facilities. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Hydraulic Model Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I City of Las Vegas,Nevada 2010 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm f. Michael was the Supervisor Hydraulic Modeling Engineer for this contract and provided technical support and oversight to complete an update and recalibration of the City of Las Vegas'master planning sanitary sewer collection system hydraulic model-using InfoSWMM software from MWH Soft.Tasks included:review of existing GIS and as-built system data to determine system updates; review of and modifications.to land use maps to reflect current development and growth;assistance with the development of existing and future flow rates;and providing recommendations for a future flow monitoring plan to aid the City in future planning efforts. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED • Port Short Duration Modeling PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Cambridge,Massachusetts 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE t1 Check if project performed with current firm , Michael served as a Supervising Hydraulic Modeler responsible for the hydrologic and hydraulic analysis of Basins 2A,2B,and 2C in the City of Chicago combined trunk sewer system using InfoWorks CS.The focus of the analysis was to determine trunk sewer g• system capacities and deficiencies,develop recommendations for future system improvements,evaluate the relationship between overflow and storm events and determine allowable release rates for land development within the City.The key elements of the analysis included the creation of hydrologic and hydraulic models covering the 35,000+acre study area,including:over 200 miles of 42-inch or larger,City and Water Reclamation District,sewers and two CSO outfalls,and delineation of drainage sub-basins based on existing inlets and the most recent topographic and aerial mapping of the study area.Mr.DuPont was responsible for the development of field visit protocol to identify open grate manhole locations and assess downspout disconnection rates. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED { Long Term Control Plan Reassessment PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I City of South Bend,Indiana 2016 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ll Check if project performed with current firm f Mike served as the technical lead for reassessing the combined sewer system long-term control plan included in the city's consent decree.The team sought an alternate solution to provide a higher level of environmental protection in a more cost-effective and community-friendly manner.Mike led a team of hydraulic modelers,water quality modelers,RTC specialists,green infrastructure specialists,pipeline planners,treatment plant modelers and cost estimators to work on a holistic solution to reduce combined sewer overflows.He also coordinated with regulatory specialists to ensure the technical solution met regulatory compliance with USEPA and USDOJ. 5 • City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 80 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Engineer-Water Booster&Sewage a.TOTAL b.WITH CURRENT FIRM 1 Marlon Medina,PE,CFM Pump Stations 13 12 1 15.FIRM NAME AND LOCATION(City and State) 1 Stantec Consulting Services Inc.(Coral Gables,Florida) 130 Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science in Civil Engineering,Florida State University, • Professional Engineer#77052,State of Florida Tallahassee,Florida,2008 • Certified Floodplain Manager#US-12-06741,State of Florida ,18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 1 PSIP—Pump Station 0698 PROFESSIONAL SERVICES CONSTRUCTION(inapplicable)I Miami,Florida 2019 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm a• Engineer of Record prepared analysis and report,design drawings,and specifications for the construction of a new triplex pump station.Existing station is a dry-pit/wet well pump station where the pumps are set below grade and the motors are installed within an at-grade operating building located above the dry well.Automated control valves are designed to direct discharge wastewater to the suction or discharge side of BS 0522,this allows for a more efficient operating condition for both BS 0522 and PS 698. Upgrades to this pump station will increase capacity and remove from Absolute Moratorium. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED ` I MD-WASD's Pump Station Improvement.Program(PSIP) PROFESSIONAL SERVICES CONSTRUCTION(inapplicable) Miami,Florida 2019 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE lI Check if project performed with current firm • Project Manager and Engineer of Record for twelve(12)pump stations part of the PSIP program.US-EPA issued a Consent Decree b. to Miami Dade County requiring over 112 sewer pump stations to be brought into compliance over a period of 5 years.Stantec was selected as a consultant to provide engineering services necessary for upgrading over a dozen pump stations and bringing them into compliance with US-EPA criteria.Marlon was responsible for the development and delivery of project documents including engineering analysis and reports,project drawings,and specifications. Engineering services also included obtaining state and local permits.Stantec has met the challenge of obtaining these permits in a very short period and delivering these pump station projects expeditiously to meet critical EPA deadlines.Certification of these pump stations removed them from Moratorium and allowed for Certificates of Occupancy to be issued with permission to connect to adjacent sewer systems. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED i Lift Station 122,128,and 210 Rehabilitation PROFESSIONAL'SERVICES CONSTRUCTION(inapplicable)I Sunrise,Florida . 2018 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ll Check if project performed with current firm c. Engineer of Record responsible for the engineering analysis and report,design drawings,and specifications for the repair and rehabilitation of LS 122,LS 128,and LS 210.These three lift stations are not meeting current hydraulic demands and will be converted to submersible lift stations.A design criterion was developed and implemented to identify a new peak flow demand for each sewer basin.LS 122 will be upgraded with new 60 Horsepower pumps,variable frequency drives and an onsite natural gas generator.Engineering services will also include obtaining state and local permits,and Engineering Services during construction. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED ' PSIP—Pump Station 0124 PROFESSIONAL SERVICES CONSTRUCTION(inapplicable)I Miami,Florida 2016 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I1 Check if project performed with current firm d• Engineer of Record and Project Manager responsible for the delivery of project documents and'permit approvals necessary for the construction of a new pump station. PS 0124 was in moratorium with Nominal Average Pump Operating Times over 10 hours per day.Stantec provided engineering services necessary to obtain state and local permits and meet US-EPA criteria.The design included increasing pumping capacity,motor sizes,new wet well and valve vault,upgrading the power supply into the station and new force main. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I I Miami-Dade Water and Sewer PSIP-Pump Station 076 PROFESSIONAL SERVICES CONSTRUCTION(inapplicable) Miami,Florida 2017 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ll Check if project performed with current firm • e. Project Manager for this project for which Stantec provided design services and limited construction services to upgrade PS 076. Upgrades were necessary to meet US-EPA Consent Decree Criteria and increase its capacity.This pump station comprised of a dry-pit and wet well and required the installation of(2)new dry-pit mounted submersible pumps with 54 Horsepower motors.The existing pump station was retrofitted to accommodate the new pumps and a trolley system for removal of the pumps.The pump station meets a peak demand of 1910 qallons/minute and allows for future connections within its 0.25 square mile basin. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Engineer-Water Booster&Sewage a.TOTAL b.WITH CURRENT FIRM Stephen MacEachern,PE Pump Stations 28 17 i 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Sarasota,Florida) ®Stantec 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Engineering,Civil Engineering,Technical University • Professional Engineer#76020,State of Florida of Nova Scotia(now Dalhousie University),Halifax,Nova Scotia, • Professional Land Surveyor#LS6624,State of Florida Canada,1992 • PACP/MACP/LACP#U-411-12389A,National Association of • Engineering Diploma,University of Prince Edward Island, Sewer Service Companies,State of Florida Charlottetown,Prince Edward Island,Canada,1989 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED i West River Interceptor Overflow Pump Station and Force Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Tampa,Florida 2018 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Stephen assisted with the design and permitting for over 9,800 linear feet of 20-inch PVC and Fusible-PVC force main and a pump a station.There was a total of ten Horizontal Directional Drills(HOD)that totaled approximately 7,700 linear feet;the longest HDD was 2,000 linear feet.The project also included a new emergency diversion pump station at the west river interceptor crossing. The purpose of the diversion was to redirect wastewater during periods of high flows thus reducing the risks of sanitary sewer overflows to the adjacent river.The project began at the river crossing located at the existing Perry Pump Station site with the force main going through the Riverside Heights community and connecting to an existing force main at N.Central Avenue/Floribraska Avenue.The City of Tampa approached Stantec and the Contractor to perform the work on this project as a Design-Build with the goal of completing the project before the start of rainy season,which was accomplished. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of North Port Myakkahatchee Creek WTP Transfer Pump Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Sarasota County,Florida 2019 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm Project Manager responsible for the pump sizing,design,construction plans,technical specifications,permitting and services b. during construction for improvements of the transfer and backwash pumping system at the Myakkahatchee Creek WTP(MCWTP). The.MCWTP includes two gravity water treatment trains for surface water and a Reverse Osmosis plant for groundwater.Each of the two gravity water treatment trains mixes with the finished water being collected in clearwell sumps beneath the transfer pump rooms that houses the vertical turbine pumps and miscellaneous electrical equipment above the sumps.The improvements with this project included two new 30 HP transfer pumps;transfer and backwash water piping and valving modifications that included motor operated valves;VFD replacement;new chemical injection ports;and electrical and ventilation improvements in the transfer pump rooms. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED US 41 Roundabout at Fruitville Road Water Main Extension and Sanitary PROFESSIONAL SERVICES CONSTRUCTION(if applicable)i Gravity Sewer Relocation,Sarasota,Florida 2017 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm Design of utility additions and adjustment for this private/public partnership project to construct a roundabout on an FDOT °' roadway.Utility work involves a new 12-inch PVC water main approximately 1,200 LF and the relocation of several sanitary gravity sewer manholes currently aligning the sewer system through the center of the roundabout;the gravity sewer is being rerouted around the roundabout.The project will also includes the removal of old AC water mains or placing out of service.Responsible for design,specifications,quantities,construction cost estimate,and all utility permits acquisition from the Florida Department of Health,FDEP,and FDOT. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Bee Ridge WRF Phase 2 Expansion PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Sarasota,Florida . 2013 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm d. Assisted with the mechanical piping design and was responsible for the site civil improvement design and FDEP Environmental Resource Permitting associated with the facility expansion.The facilities capacity was expanded to 12 MGD with the addition of aeration basin,aeration system,and related site and process improvements. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Stephen MacEachern,PE TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes 330 Resume(Cont.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Engineer-Water Booster&Sewage a.TOTAL b.WITH CURRENT FIRM I Stephen MacEachern,PE Pump Stations 28 17 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Oak Ford Pump Station and Force Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Sarasota,Florida 2013 2015 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Il Check if project performed with current firm e. Responsible for the design,permitting,construction plan,and technical specification preparation for over 48,000 linear feet of force main and a new repump station.There was over 8,000 linear feet of 8-inch HDPE and 3,100 linear feet of 6-inch HDPE installed via Horizontal Directional Drill(HDD).The longest HDD was 2,250 linear feet long.The project also includes odor control plus pump &control panel upgrades at two existing sanitary sewer lift station sites.In addition to a FDEP wastewater permit,environmental resource permitting and USACE permitting were necessary due to jurisdictional areas along sections of the force main.This project also required the preparation of a decommissioning of the Oak Ford wastewater treatment facility. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PS1 -PS2 Interim Piping Upgrades PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Miami,Florida 2018 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Q Check if project performed with current firm f. As Project Engineer,Stephen assisted with the design,permitting,specifications and cost estimate for Suction&Discharge Piping Upgrades at Miami-Dade Water and Sewer District's two largest Pump Stations(PS-1 and PS-2). Project includes new piping(42- inch,48-inch and 60-inch),plug valves(42-inch,48-inch and 60-inch)and fittings to allow flexibility in flow into and out of these two stations,and into the two cross-bay force main manifolds. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED North Lee County WTP Wellfield Expansion-Phase III-A Hydraulic Modeling, PROFESSIONAL SERVICES CONSTRUCTION(if applicable) North Fort Myers,Florida 2022 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm Senior Engineer for this project for which Stantec was selected for the Phase III WTP wellfield expansion project based on our g' experience with Phases I and II.Phase III will add approximately 22 additional production wells and associated raw water mains to the NLC Wellfield.It is expected to provide an additional 10 MGD of raw water production capacity.The Phase III wellfield expansion will provide the raw water needed for the planned expansion of the NLC WTP to 15.0 MGD.Stantec's services included the hydrogeological services,route evaluations,property acquisition assistance,hydraulic analyses,environmental services, detailed design,permitting,bidding assistance,and construction observation. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 1 Myakka Potable Water Booster Station PROFESSIONAL SERVICES. CONSTRUCTION Of applicable) Charlotte County,Florida 2017 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Senior Engineer for this project that included a skid mounted pumping system that needed to function over a wide range of h. demands with a peak pumping capacity of 6 MGD or approximately 4200 gpm.To allow for this range of demands,a pump speed control system(VFD)was provided for control of the output of the booster station.Three equal sized split-case pumps with 40 HP motors were utilized,two pumps were required to meet the design flow and the third pump was a backup pump.The project also included two chemical feed skids,flow meter and pressure transducers,a chloramine analyzer,and water main piping improvements that connect the new system to the existing 16-inch water main on SR 776. 1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETEDI US 41 Roundabout at 10th and 14th Utility Relocations PROFESSIONAL SERVICES CONSTRUCTION Of applicable) Sarasota,Florida 2020 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Engineer of Record for the design of 2,600 LF of new 12 inch PVC water main on US-41 from 9th Street to 15th Street.Project includes a 300 LF directional drill of a 14 inch HDPE water main under a large storm culvert and two 425 LF directional drills of a I. 24 inch HDPE and a 30 inch HDPE casing under US 41.Also included are new water services,reconnection to existing water mains within the project limits and placement of old asbestos-cement water mains out of service.Several jack-and-bores across US 41 were also necessary to install steel construction cost estimate,and all utility permits acquisition the Health Department and FDEP.This project casings for the PVC water main carrier pipes. Responsible for design,specifications,quantities,was executed under a Joint Participation Agreement with FDOT District 1 for roadway improvements on US-41 including two new roundabouts. The project also included relocation of existing sanitary gravity sewer with the construction of 820 LF of new 12 inch and 14 inch sanitary sewer gravity pipe and six sanitary manholes. City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Project Engineer-Water Booster&Sewage a.TOTAL b.WITH CURRENT FIRM I John Spalding,PE Pump Stations 15 15 1 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Sarasota,Florida) Stantec 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Master of Civil&Environmental Engineering,Louisville,Kentucky, • Professional Engineer#79618, State of Florida United States,2006 • Professional Engineer#27373,Commonwealth of Kentucky • Bachelor of Science in Civil&Environmental Engineering,Louisville, Kentucky,2005 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • American Society of Civil Engineers-Member 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of North Port Utilities Department,WWTP Sludge Storage Improvements, PROFESSIONAL SERVICES CONSTRUCTION(if applicable) City of North Port,Florida 2017 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 21 Check if project performed with current firm John served as a project engineer on this project to construct improvements to the North Port Wastewater Treatment Plant a. (WWTP).The project includes improvements and structural modifications to existing sludge storage tanks;converting an existing 0.4 MG storage tank to use for sludge storage;addition of new aeration systems including centrifugal blowers,piping,and fine bubble diffusers;new yard piping;and a new sludge transfer pump station.He was responsible for developing construction plans and technical specifications,modifying the existing Florida Department of Environmental Protection(FDEP)permit for the WWTP facility,and providing services during bidding. (1)TITLE AND.LOCATION(City and State) (2)YEAR COMPLETED City of North Port Utilities Department,Chesebro Avenue and Italy Avenue PROFESSIONAL SERVICES CONSTRUCTION al applicable) Water Main Loops,North Port,Florida 2016 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE . 0 Check if project performed with current firm John served as project manager on this project to construction a looping potable water distribution system and provide potable b• water service to customers who previously relied on private wells.The project included the construction of approximately 6,500 linear feet of new potable water mains in the Chesebro Avenue and Italy Avenue areas.John was responsible for design,permitting, bid services,and construction management services.The work included the design of PVC water main installed by open cut as well as several segments of HDPE water main installed horizontal directional drill methods. -(1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETEDI Manatee County Utilities Department,Mulholland Road Water Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Manatee County,Florida 2017 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm c. John served as project manager on this project for the construction of approximately 3,900 linear feet of potable water main to create a looped system.This includes PVC and ductile iron water main installed by open cut and a subaqueous HDPE water main within am HDPE casing installed by horizontal directional drill.He served as project engineer during the planning and design phases of this project and is responsible for the selection of the water main route,preparation of construction plans and technical specifications,and permitting. (1)TITLE AND LOCATION(City and State) . ' (2)YEAR COMPLETED Louisville and Jefferson County Metropolitan Sewer District(MSD),Camp PROFESSIONAL SERVICES CONSTRUCTION(if applicable)j Taylor Sanitary Sewer Design,Jefferson County,Kentucky 2015 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm John served as the project engineer on this project to design a new sanitary sewer system and property service connections and to d. abandon existing sanitary sewers.John designed horizontal and vertical alignments and performed sizing calculations for 15,500 linear feet of collector sewers that provide service to over 350 properties and 1,500 linear feet of interceptor sewer.John provided coordination to complete field surveying,private plumbing surveys,a geotechnical evaluation,and environmental permitting and to prepare construction plans.John worked with the client to complete the design of property service connections,conduct project walk-throughs,complete design milestone reviews,prepare bid documents,and provide support through the bidding process. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes • E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 112.NAME - 13.ROLE IN THIS CONTRACT ' 14.YEARS EXPERIENCE Senior Engineer-Inflow&Infiltration/ a.TOTAL b.WITH CURRENT FIRM I Carl Chan,PE,D.WRE Sanitary Sewer 22 5 115.FIRM NAME AND LOCATION(City and State) 1 Stantec Consulting Services Inc.(Indianapolis,Indiana) ®Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science in Water Resources Engineering,University of • Professional Engineer#PE.69755,State of Ohio Guelph,Ontario,Canada,2000 • MS,Civil and Environmental Engineering,Norwich University, Northfield,Vermont, 2006 • American Academy of Water Resources Engineers Diplomate,2017 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETEDI Wet Weather Flow Reduction in the Scott Street Sewage Pumping Station PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Service Area,Toronto,Canada Ongoing(2022) Ongoing(2024) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm a. Carl is the modeling and evaluation task leader which uses integrated condition and capacity assessment approach to determine the most cost-effective I/I remediation measures for the highly populated downtown Toronto waterfront.I/I evaluation and effec- tiveness of I/I removal is also included in this study.This focused approach used in this project has been proven to help other communities developing and implementing I/I reduction programs that avoid spending more time and money than is required. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Ill Management Strategy Development PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Region of Peel,Ontario 2019 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE IEI Check if project performed with current firm b. • Carl,as Senior Technical Advisor and Quality Control,shared his technical expertise knowledges in RDII analysis,flow monitoring, quantification of I/I removal effectiveness,and modeling evaluation/capacity assessment to develop detailed protocols for Region of Peel.He also provided quality control on the I/I strategy.His effort was part of the development of an asset management based I/I strategy,which includes assessing,planning,and implementing for the most cost-effective I/I remediation measures. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED High Level Interceptor,Wilket Creek Sanitary Sewer and North York Storm PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Sewer Rehabilitation Program,Toronto,Ontario,Canada Ongoing(2022) Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ' El Check if project performed with current firm C. Carl was responsible leading the modeling team to conduct hydraulic assessments evaluating the potential impacts of various rehabilitation methods to system performance.He enhanced and improved the City's model accuracy for accounting sewer flows conveyed by the High Level,Low Level and Mid Toronto Interceptors.He then applied the hydraulic model to develop operation strategy between three main interceptors to minimize pumping by-pass requirements for the rehabilitation. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Rothman Road Sanitary Sewer Discharge Control Evaluation PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Fort Wayne,Indiana 2014 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE f✓<Check if project performed with current firm d. Carl,as Project Manager,managed this multi-year project in which CDM Smith and Fort Wayne City Utilities worked together as a team to determine a cost-effective and technically reliable solution for fulfilling Consent Decree requirements to eliminate sanitary sewer discharges(SSD)in the Rothman Road area. He provided in-person and online modeling trainings to client's engineers.Mr. Chan also conducted RDII analysis to evaluate the effective of sewer rehabilitation. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED City of North Las Vegas Sanitary Sewer Master Plan Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable) North Las Vegas,Nevada 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC FROLE El Check_if project performed with current firm e. Carl led the works on the sanitary sewer master plan update for City of North Las Vegas.This master plan update included estab- lish a temporary flow monitoring program,sewer model development and calibration,existing and future flow projections,capacity assessment,capital improvement plan development,and master plan development.Carl is the lead for all technical aspect in this project and leads a team of engineers to deliver this master plan. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 1 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE I Senior Engineer-Inflow&Infiltration/ a.TOTAL b.WITH CURRENT FIRM Sean Compel,PE,ENV SP,LEED AP Sanitary Sewer/Construction Manager 20 20 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Coral Gables,Florida) ®Stantec l 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of-Science in Civil Engineering,University of Miami,Florida, • Professional Engineer#66618,State of Florida 2002 • Envision"Sustainability Professional(ENV SP)##16738, Institute for Sustainable Infrastructure • LEED Accredited Professional,U.S.Green Building Council 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED FIU System Evaluation Survey(SSES)Campuswide,Modesto Maidique PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Campus,Miami,Florida 2014 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Construction Administrator for the implementation of the Sanitary Sewer Evaluation&Survey(SSES),consisting of inventorying the existing gravity collection system,cleaning,TV inspection,and smoke testing of all the sanitary sewer lines,laterals,and manholes in nine pump station areas at the Modesto Maidique(University Park)Campus and the Computer Engineering and Applied Science a. Campus.Contractor surveyed approximately 40,000 linear feet(LF)of pipes,152 manholes,and 280 laterals.At the time of the SSES,FIU had approximately 220,000 gallons per day of infiltration and inflow(RI).The purpose of the SSES was to determine the conditions and severity of defects requiring repairs.Plans and specifications are currently being prepared for the necessary system repairs,with phases corresponding to the priority of the repairs,based on the amount of l&l.In total,about one-fourth of the pipes and manholes require repairs and rehabilitation.The repair and rehabilitation work was performed with ARRA funds in approximately one third of the time allocated.Pay-back period in terms of savings from potential I&I reduction is estimated at under 5.0 years. (1)TITLE AND LOCATION'(City and State) (2)YEAR COMPLETEDI FIU North Campus project-FIU Biscayne Campus-Sanitary Sewer Evaluation PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Survey(SSES),Miami,Florida 2016 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Project engineer for this project for which Stantec developed a Sanitary Sewer Evaluation Survey(SSES)and a Masterplan for the necessary repairs to the campus sewer system.A site reconnaissance was performed to create an inventory of the entire sewer b• system.Once a sewer map was created,Stantec worked with local Contractors to televise and smoke the system to identify deficiencies.Stantec also performed flow measurements at each pump station during the wet season and king tide events to approximate the amount of I/I into the system.The aging system grossly exceeded the 5,000-gpd threshold set by DERM.Stantec developed a Masterplan consisting of approximately$1.9million in construction repairs to be implemented in two phases.The recommended repairs included new manholes,pipelining,replacing corroded cast iron-pipes,grouting cracked pipe connections, manhole repairs,and a new master pump station. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Design Criteria for Sunset Island 3 and Sunset Island 4 PROFESSIONAL SERVICES CONSTRUCTION Of applicable)f Miami Beach,Florida 2019 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Construction Administrator for this design/build project which involved complete infrastructure reconstruction with primary goals including beautication and combatting the effects of sea level rise.Scope of work includes watermain and water service c• replacement,rehabilitation of the existing gravity sanitary sewer line and manholes,complete stormwater infrastructure improvements,roadway reconstruction including raising roads in some areas and harmonization to properties,concrete work including valley gutters and driveways,the undergrounding of overhead utilities for Florida Power&Light(FPL),AT&T,and Atlantic Broadband,and landscaping.The stormwater systems include a primary and secondary gravity collection system and two pump stations,one for each island,that discharge into Biscayne Bay. Environmental controls during construction and all maintenance of traffic had to be carefully monitored at all times.Close coordination with City staff and homeowners is most important to ensure impact to residents is minimized. City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Sean Compel,PE TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes 330 Resume(Cont.) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE - Senior Engineer-Inflow&Infiltration/ a.TOTAL b.WITH CURRENT FIRM Sean Compel,PE,ENV SP,LEED AP Sanitary Sewer/Construction Manager 20 20 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Palm and Hibiscus Islands Neighborhood Improvements PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami Beach,Florida 2020 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm • Construction Administrator for this design/build project which involves complete infrastructure reconstruction with primary d goals including beautification and combating the effects of sea level rise.Scope of work includes watermain and water service replacement,rehabilitation of the existing gravity sanitary sewer line and manholes,complete stormwater infrastructure improvements,roadway reconstruction including raising roads where possible and harmonization to properties,concrete work including sidewalks,the undergrounding of overhead utilities for Florida Power&Light(FPL),AT&T,and Atlantic Broadband, and landscaping.The stormwater systems include a primary and secondary gravity collection system and large pump stations to discharge into Biscayne Bay.Environmental controls during construction and all maintenance of traffic had to be carefully monitored at all times.Close coordination with City staff and homeowners is most important to ensure impact to residents is minimized. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Miami Beach Convention Center Infrastructure PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami Beach,Florida N/A 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed.with current firm Sean,as Construction Administration,oversaw inspector on this high-profile upgrade of the Convention Center and surrounding e. streets.Scope of work include sanitary sewer forcemain replacement,watermain replacement,gravity sewer upgrades,pre-cast concrete box culvert,drainage pipe and structures,complete roadway reconstruction including medians,sidewalks and curbs,and landscaping and irrigation.The drainage work was completed to be able to connect into two new stormwater pump stations,both of which discharge into the Collins Canal.Project responsibilities included daily inspection and reporting of the work,field testing including pressure tests,coordination with other trades and stakeholders,and ensuring all environmental controls were in place on a daily basis. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED j Campground Sanitary Sewer Collection System&Electrical System PROFESSIONAL SERVICES CONSTRUCTION of applicable) I Refurbishment at John Pennekamp Coral Reef State Park,Key Largo,Florida 2010 2011 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm I Project Engineer and Construction Administrator for the The John Pennekamp Coral Reef State Park that provides visitors with a gateway to the natural world.To keep this environment pristine and accessible for visitors,we constructed a sanitary sewer f collection system and access roadway to service the 47-site campground. During the limited time frame during the off-peak park operations,we constructed a sewer collection system consisted of approximately 1,000 linear feet of 8"gravity sewer lines,six concrete manholes and the associated service laterals to each campsite.The lift station provided a deeper wet well as needed to accommodate the new campground collection system.We reconfigured the station electrical and piping to the new wet well layout.The electrical system refurbishment consisted of troubleshooting the recurring chronic line shorting and voltage drops, and determining which electrical wiring runs conduits,and service panels need to be replaced.Additionally,we investigated the engineering of the various existing sanitary sewer systems at the park,and of the existing and proposed adjacent Key Largo Wastewater Treatment District Collection and Transmission Facilities. Our company evaluated the hydraulic capacity and loading for Pennekamp SP Lift Station No. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Reclaimed Water Distribution System • PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Key Biscayne,Florida • 2007 2009 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm 9-Project Construction Administrator for this Civil site work including site clearing,earthwork and grading,paving,reclaimed water mains including services,valves and appurtenances,landscaping and roadway/right-of-way restoration.The reclaimed water distribution system was installed from the northern Village limits running south,primarily along Fernwood Road,to West Mashta Drive.The project included the installation of service lines and meter boxes for future use. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED i FIU Central Utilities(LS1)Lift Station,Modesto Maidique Campus PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2012 2013 h. (1)TITLE AND LOCATION(City and State) El Check if project performed with current firm Construction Administrator for this contract that consisted on the rehabilitation and improvements to FIU's MMC's primary lift station.The project consisted of the conversion of line-shaft pumps to dry-pit mounted submersible pumps and increased the capacity to 75 Horsepower.A full electrical upgrade was also performed. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects I RFQ 2022-122-ND DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Oscar Bello,PE Senior Engineer-Force Mains&Watermains 22 1 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Coral Gables,Florida) ®Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science in Civil Engineering,University of Central, • Florida Professional Engineer#61612 Orlando,Florida,1999 • Designated Professional-Design Build Institute of America State of Florida General Contractor License#CGC1525348 • State of Florida Certified Utility&Excavation Contractor #CUC1225471 ' 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training;Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Design-Build 54"Effluent Disposal Pipeline PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Northwest,Florida 2018 2020 (3)BRIEF DESCRIPTION(Brief scope,size,,cost etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm a• Design Project Manager for this$54M project that was a private Design-Build project.It involved 81,000 LF of 48"and 54"Steel and Ductile Iron wastewater pipeline with a 54"river outfall and diffuser.Scope included 40 combination air release valves,30 man- ways,800 LF of jack and bore casing installation,wetlands crossings,two river crossings.Project scope required USACOE and FWC permitting. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Broward County Water and Wastewater Services-48"Force Main Replacement,Ft Lauderdale,Florida 2017 2017 j (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm b. Oscar served as project engineer for the design and permit to relocate an existing 48"Force Main located within Florida Turnpike Right-of-Way.This project involved open-cut installation of approximately 5,400 LF of 48"DIP followed by the removal of an existing PCCP.Coordination included Turnpike.District of the FDOT,South Florida Water Management District,the Florida Department of Environmental Protection,and Broward County Water and Wastewater Services. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 60"PCCP Effluent Discharge Emergency Repairs PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Hollywood,Florida 2019 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE • I l Check if project performed with current firm c• Project Manager for this emergency contract that included 15MGD effluent bypass with 48"HDPE.Two 60"line-stops were required for the bypass.Project included(2)separate 60"PCCP repairs utilizing 60"closure kits and 60"repair clamps.The repair locations required constant dewatering.Significant dewatering operations including hydraulic pumps,sedimentation tank,large silt bag which clean discharge into a detention pond. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED Route Analysis for 36-inch Transmission Force Main along Snake Creek Canal PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Basis of Design Report(BODR),Miami Gardens,Florida 2020 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE .0 Check if project performed with current firm Project Manager for this project to provide consulting engineering services to the Miami-Dade Water and Sewer Department(MD- WASD)to prepare a Basis of Design Report(BDOR)for the installation of approximately 24,870 LF of 36-inch Transmission Force d• Main(FM)which will convey.wastewater from Master Pump Station to an existing 30-inch FM along the south side of Snake Creel Canal.The existing 30-inch/36-inch force main alignment begins at PS422,heads south to NW 207th Street,then continues east along NW 207th Street to NW 27th Avenue.The Scope of Work of this Task includes a BODR,which will evaluate routes and recom- mend the preferred route and preliminary alignment,pipeline material,construction methods and define general characteristics of the new 36-inch force mains to guide the final design.Route Analysis included environmental and local stakeholder impacts,and HDD evaluations. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Larissa Faria,PE,ENV SP Project Engineer-Force Mains&Watermains 7 7 t 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Coral Gables,Florida) Stantec 1 16.EDUCATION(DEGREE AND SPECIALIZATION) ' 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) 1 • Bachelors of Science in Civil Engineering,University of Florida, • Professional Engineer#92181,State of Florida Florida,2014 • Envision'Sustainability Professional(ENV SP)#33327, • Minor Urban and Regional Planning,University of Florida,Florida, Institute for Sustainable Infrastructure 2014 '.18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State)- (2)YEAR COMPLETED Joint Participation Agreement(JPA)Relocation Plans 54-inch Water Main, PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami-Dade,Florida 2021 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm a Deputy Project Manager and Project Engineer for this JPA project which included installation of approximately 1600 LF of 54- inch DIP water main.Also includes connections to two existing 24-inch DIP water mains,and to one existing 48-inch Prestressed Concrete Cylinder Pipe(PCCP)water main at low flow periods within the times determined by the M-D WASD.Duties includes development of scope and man hours,technical special provisions,quantities,construction cost estimate,shop drawings review, coordination with lead roadway project,and permitting through Department of Health. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED ' Redundant 36-inch Transmission Force Main along Snake Creek Canal PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami-Dade,Florida 2022 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm { Preliminary Engineer Report for the installation of approximately 24,870 LF of 36-inch Transmission Force Main(FM)for M-D WASD which will convey wastewater from PS422(3028 NW 208th Terrance in Miami Gardens)to an existing 30-inch FM on the west b. side of the rail road crossing(adjacent to 1-95)along the south side of Snake Creel Canal.The existing 30-inch/36-inch force main alignment begins at PS422,heads south to NW 207th Street,then continues east along NW 207th Street to NW 27th Avenue.At NW 27th Avenue the existing force main turns south and crosses to the south side of Snake Creek Canal,then turns east,continues along the south side of Snake Creek Canal,and ends on the west side of the CSX Railroad Crossing.Deliverables include PER, which will recommend the preferred route and preliminary alignment,pipeline material,construction methods and define general characteristics of the new 36-inch force mains to guide the final design. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Ocean Outfall Legislation-66"Force Main SL-1 B.1 PROFESSIONAL SERVICES CONSTRUCTION(if applicable)1 Miami,Florida 2018 TBD (3)BRIEF DESCRIPTION iBnef scope,size,cost,etc.)AND SPECIFIC ROLE I✓t Check if project performed with current firm c, Project Engineer-SL-1 B.1 is an MD WASD 66-inch transmission force main proposed to convey wastewater flows from the east terminus of SL-2.2 100 feet west of the intersection of SW 112TH Avenue and SW 216TH Street to the existing 60-inch pipe connection on an existing 72-inch transmission force main at the intersection of SW 97TH Ave and SW 216TH Street near the SDWWTP.The force main has an approximate length of 8,700 linear feet.There is trenchless crossing under the Florida's Turnpike and SFWMD's Black Creek(C-1)Canal with a Mirco-tunnel.A 90-inch steel casing will be used to accomplish the micro tunnel. (1)TITLE AND LOCATION(City and State) . (2)YEAR COMPLETED i JPA Alton Road(North)Waterline Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami Beach,Florida 2014 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Design and construction of approximately 12,000 LF of 8"ductile iron(DI)watermain along SR 907/Alton Road,from south of 43rd d. Street to W 48th Street and from Lake View Drive to W 63rd Street and approximately 8,890 LF of 20"DI watermain along SR 907/ Alton Road from Lake View Drive to W 63rd Street and along W 63rd Street Alton Road to La Gorce Drive.The project includes installation of new fire hydrants according to Miami Beach Fire Department requirements,new water services and reconnections of existing stub outs within the project limits.Services provided include;conducting site investigations,utility coordination, topographic surveys,geotechnical investigation,engineering design,develop construction documents(plans&specifications), permitting and providing support services during procurement and construction. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFD 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM Thomas Nogaj,PhD Senior Engineer-Force Mains&Watermains 31 4 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Coral Gables,Florida) f 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • PhD in Environmental Engineering,University of Central Florida,2015 • Professional Engineer#42845,State of Florida • Master of Sciences in Environmental Engineering,University of Iowa, • Professional Engineer#062044818,State of Illinois 1985 • Bachelor of Sciences in Civil Engineering,University of Illinois,1983 "18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 1 • Florida Water Environment Association;Water Environment Federation;Hydraulic Institute 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Caloosahatchee River Crossing-Reclaimed Water Horizontal Directional Drill PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Cape Coral,Florida 2021 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,•cost etc.)AND SPECIFIC ROLE I✓i Check if project performed with current firm a. Principal in Charge for design and installation of a reclaimed water transmission main across the Caloosahatchee River.The proposed 14,600-foot transmission main will run from an interconnection with the City of Cape Coral's Everest Water Reclamation Facility(WRF)and extend across the Caloosahatchee River to a point of interconnection located near the south side of the Midpoint Bridge in the City of Fort Myers. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED NEWRF Distribution Pump Station Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable); St.Petersburg,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE .0 Check if project performed with current firm b. Project Director for preliminary design,detailed design,bidding,and construction phase services.The project requires the design and installation of a new Distribution/Effluent Pump Station(DPS)that will replace the existing pump stations and handle effluent disposal along with reuse effluent distribution.New flow meters,controls,and sampling will be addressed in this project along with the new structure.The ultimate goal is to design a reliable station with redundant safeguards to prevent any overflows from occurring. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Airport Subregional WWTP Phase III Expansion PROFESSIONAL SERVICES CONSTRUCTION(if applicable) ; Hernando County,Florida 2020 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE _ 0 Check if project performed with current firm c' Project Director for process design and quality control for an expansion from 3.5 to 6 mgd AADF and process conversion to meet effluent total nitrogen of 3 mg/L.Developed an innovative 4 mgd ADF step-feed BNR process that required approximately half of the volume and power consumption compared to the previously planned 4-stage BNR process.This resulted in over$8 million in capital cost savings and$10 million in lifecycle cost savings. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE (2)YEAR COMPLETED Lift Station Improvements and Force Main Extension PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Gulfport,Florida 2020 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm d. Project Director for the rehabilitation of two triplex lift stations located east of 49th Street at the Marina and on the corner of 58th Street and Shore Blvd.Services include hydraulic design,permitting,bidding,survey,contract documents,and construction overview.Design includes replacement of the pumps,extension of the Force Main,manifold of two force mains,electrical panel, generator,and Automatic Transfer Switch(ATS). (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE (2)YEAR COMPLETED Saint Marks Powder Various Treatment Plant and Effluent Water Quality PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Services,St.Marks,Florida 2019 N/A e (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Project Manager for establishing target WWTP effluent quality for planning purposes.Cardno analyzed the plant operational data, effluent quality data,and field data. Monitoring includes biological,chemical,and physicochemical sampling on stations with the area.Cardno prepared semi-annual and annual reports for FDEP. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 90 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) f 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE 4 a.TOTAL b.WITH CURRENT FIRM I Jarah Parke,PE,PMP Senior Engineer-Gravity Sewer System 19 19 i 15.FIRM NAME AND LOCATION(City and State) I Stantec Consulting Services Inc.(Tampa,Florida) ®Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science,Civil Engineering,University of Nevada,Las • Professional Engineer#87971,State of Florida Vegas,Nevada,2007 • Master of Science,Civil Engineering,University of Nevada,Las Vegas, Nevada,2010 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED . I Paradise-Whitney Interceptor Project No.670 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Las Vegas/Clark County,Nevada •2015 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 2 Check if project performed with current firm Jarah was Project Manager for this$40 million project,which consisted of 40,000 linear feet of gravity sewer ranging from 8 to 60 a. inches in diameter.Jarah managed the preparation of design drawings and specifications and coordinated potholing,CCTV,traffic control,right of way acquisition,and survey.The project included over 1,000 linear feet of 54-and 60-inch-diameter gravity sewer installed via trenchless methods and crossing under an interstate and numerous highly congested intersections.The design for the interceptor included a basis of design report;project deliverables at the 60%,90%,and final design;and engineering services during bid and construction.Stantec also prepared the infrastructure design for a future odor control facility including the design of two access roads,asphalt paving,a 40-foot by 46-foot concrete slab for calcium nitrate tanks and scrubbers with chemical containment area,sumps,housekeeping pads,an 8-foot-high perimeter fence and gate,and site improvements. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED Tarrant Integrated Pipeline Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) 1 Fort Worth/Dallas,Texas 2019 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 12I Check if project performed with current firm . I b• Jarah served as Senior Technical Reviewer for a project including new and modified intakes and pump stations and 150 miles of large diameter pipeline.Stantec was selected for the largest and most complex of the eight pipeline sections(Sections 9,10,and 11)making up the$2.3 billion project.Collectively,these three sections included 22 miles of 84-inch-diameter pipe and five miles of 120-inch pipe,which are routed through urbanized portions of the cities of Fort Worth and Mansfield,Texas requiring extensive right-of-way and permitting efforts. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Pittman Pecos Conveyance System PROFESSIONAL SERVICES CONSTRUCTION(inapplicable)1 Henderson,Nevada 2020 2020 (3)BRIEF DESCRIPTION(Brief scope;size,cost,etc.)AND SPECIFIC ROLE IEI Check if project performed with current firm I Jarah was responsible for hydraulic analysis,design,and development of design drawings for the mainline facility,inlets,and c, laterals using WSPG,HEC-RAS Microstation and Inroads software.Interesting design aspects of this project were a 24-inch-high pressure gas crossing and connections to existing facilities on the up and downstream ends.Jarah performed cost analysis of the project including options to include a linear park,construct the open channel of reinforced concrete,construct the channel of con- crete and linked concrete blocks,and construct the channel with dyed or stamped concrete for aesthetics.He investigated right- of-way issues and researched land ownership in the area of the project.He also coordinated with local utility agencies to locate utilities and design conveyance facilities with minimum impact to existing utilities along the alignment. (1)TITLE AND,LOCATION(City and State) (2)YEAR COMPLETED Alta Meadows Storm Drain Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) 1 Las Vegas,Nevada 2018 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm, i d. Jarah served as a Design Engineer for the design of a flood control conveyance facility designed to provide 100-year capacity and convey flows to an existing channel:The project involved the design of 1.5 miles of 8 foot-by-8-foot RCB,numerous RCP laterals up to 60 inches in diameter,drop inlets,utility relocates,and a confluence structure to the existing channel.Jarah was responsible for hydraulic analysis,design,and development of design drawings for the mainline facility,inlets and laterals using WSPG,HEC-RAS Microstation and Inroads software. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 91 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE • ' a.TOTAL b.WITH CURRENT FIRM I Joe Herman,PE Senior Engineer-Gravity Sewer Systems 26 24 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Lexington,Kentucky) ®Stantec }16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Master of Science in Civil Engineering,University of Kentucky, • Professional Engineer#125471,Texas Lexington,Kentucky,1995 • Professional Engineer#21254,Kentucky • Bachelor of Sciences in Civil Engineering,University of Kentucky, Lexington,Kentucky, 1994 ' 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • Pipe Assessment Certification(PACP),National Association of Sewer Service Companies(NASSCO),2009,2013,&,2016;Manhole Assessment Certification(MACP),National Association of Sewer Service Companies(NASSCO),2009,2013,&,2016;Lateral Assessment Certification(LACP) • National Association of Sewer Service Companies(NASSCO),2013&,2016;Inspector Training and Certification for Manhole Rehabilitation • National Association of Sewer Service Companies.(NASSCO),2014 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED New Circle Road A&B Sanitary Trunk Sewer Replacements PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Lexington,Kentucky 2022 Est.2023 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE lI Check if project performed with current firm a. Joe is the Project Manager for the replacement of approximately 10,000 LF of sanitary sewer trunk sewer. Sewers to be replaced ranged between 12-inch and 30-inch diameter and featured four sewer reaches requiring installation by guided bore and jack methods. Scope includes: Preliminary Engineering Report,development of design drawing and specifications,preparation of opinion of probable construction cost,geotechnical investigation,easement,permitting,bidding and construction services. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Morning Creek Gravity Sewer Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable)i South Fulton,Georgia 2018 Est.2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Joe is the Technical Lead for the design of approximately 2,300 linear feet of 54-inch diameter gravity wastewater sewer for b. the Fulton County Public Works Department. Proposed sewer will be constructed along a parallel alignment to the existing (undersized)36-inch sewer. Nearly the entire sewer is located within a forested wetlands and FEMA regulatory floodway. Design included high density polyethylene(HDPE)manholes and pipes to minimize potential for infiltration into the sewer system. Scope includes: Preliminary Engineering Report,development of design drawing and specifications,preparation of opinion of probable construction cost,geotechnical investigation,streambank stabilization,environmental assessment services,easement preparation, permitting,bidding and construction services. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Manchester and R.J.Corman Sanitary Trunk Sewer Replacements PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Lexington,Kentucky 2020 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm c• Joe was the Project Manager for replacement of two sanitary trunk sewers(21-inch and 24-inch diameter)totaling approximately 4,800 LF. Scope included: Preliminary Engineering Report,development of design drawing and specifications,preparation of opinion of probable construction cost,geotechnical investigation,permitting,and easement preparation services. Project challenges included: deep sewer(>15 foot burial depth),located in commercial/industrial area and required 24/7 business access during construction(Manchester sewer),and multiple sewer crossings under an active railroad(RJ Corman sewer). (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Liberty Road Sanitary Trunk Sewer Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Lexington,Kentucky 2022 Est.2023 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm d Joe is the Project Manager for the replacement of approximately 5,700 LF of gravity wastewater trunk sewer for the Lexington- Fayette Urban County Government(LFUCG). Project is part of LFUCG's Remedial Measures Capital Program mandated by federal Consent Decree. Sewers to be replaced range in diameter between 18-inch and 27-inch diameter and features two reaches that require installation by guided bore and jack and pipe bursting methods. Scope includes: field data collection,Preliminary Engineering Report,development of design drawing and specifications,preparation of opinions of probable construction cost, geotechnical investigation,easement,permitting,bidding and construction services 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 92 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Linda Pass,PE Senior Engineer-Gravity Sewer Systems 7 27 115.FIRM NAME AND LOCATION(City and State) I Stantec Consulting Services Inc.(Winston-Salem,North Carolina) CO Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) . 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Master of Civil Engineering,North Carolina State University,Raleigh, • Professional Engineer#84029,State of Florida North Carolina,USA,1994 • Professional Engineer#923256,Washington,D.C.(District • Bachelor of Arts,Industrial Design,College of Design,Auburn of Columbia) University,Auburn,Alabama,1982 • Professional Engineer#00443423,Louisiana Professional • Bachelor of Science,Civil Engineering,North Carolina State Engineering.and Land Surveying Board University,Raleigh,North Carolina,1993 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • I • American Public Works Association-Member;Southeast Stormwater Association-Member;Water Environment Federation-Member;Local Arrangements Committee 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED Clems Branch Pump Station,Gravity Sewer,and Force Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Charlotte,North Carolina 2018 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Installation of 4,200 linear feet of 16-inch force main,1,500 If of 24-inch gravity sewer and Pump station. As it became clear that an expanding community in North Carolina was outgrowing its infrastructure,community officials organized a call for help.The a' Stantec team ultimately answered that call for help in designing a bigger pumping station to serve the community's needs.Our team has come alongside the community in the replacement and relocation of the Clems Branch Pump Station with a new four- million gallon per day(4 MGD)pumping station.We provided planning,modeling,surveying,design,permitting,and easements and construction administration.Located on the state line between North Carolina and South Carolina,the existing pumping station is undersized for current development and flows.The 16-inch force main and 24-inch gravity outfall are in an urban area with many existing utilities. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sewer Rehabilitation Project 2015-2 PROFESSIONAL SERVICES CONSTRUCTION(if applicable)1 Winston-Salem,North Carolina 2014 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm I Project manager,engineer and construction administrator for preliminary and final design,bidding,and construction services. b Preliminary design included subsurface utility engineering(SUE)vacuum bores,pipe cleaning and CCTV inspections to determine the existing condition of the sewers,prioritization for rehabilitation,and an opinion of probable construction cost to reduce the proposed rehabilitation improvements to match project funding.Using GIS maps inset with snapshot photos,the"worst case" defect of each pipe segment was presented to the city.Pipe defects were easily reviewed by the City to confirm high priority pipes. Project challenges included work in NCDOT roadways and fast-track CCTV inspections and assessments to identify those pipes requiring emergency replacement outside of this contract.Approximately 12,000 LF of 8-inch to 18-inch sanitary sewer lines were rehabilitated using open-cut pipe replacements,cured-in-place(CIPP)liner,HDPE pipe bursting,and manhole rehabilitation. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Salem Creek Outfall Aerial Crossing Replacement PROFESSIONAL SERVICES. CONSTRUCTION Of applicable) Winston-Salem,North Carolina 2013 2014 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ❑Check if project performed with current firm • Project manager and engineer for the replacement of a leaky 48-inch outfall trunk line aerial crossing with 174 linear feet of 60-inch long span ductile pipe on precast concrete piers,670 linear feet of CIPPL rehabilitation of two adjacent deteriorated c' 60-inch sewers,and streambank stabilization using in-stream boulder structures.Wastewater flow was maintained during construction using a temporary 70-mgd firm capacity bypass pumping system with new wetwell/manholes constructed upstream and downstream of the project to facilitate bypass pumping suction and discharge operations.After rehabilitation of the concrete pipes,the concrete was repaired in all manholes and structures within the project limits and protected with an epoxy coating. Construction was coordinated and staged to permit installation of the new creek crossing and two CIPPLs in a three-week time period. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if applicable)i Lower Rocky Branch Relief Sewer Columbia,South Carolina 2019 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm d. Project technical reviewer for final design of 6,200 linear feet of 60-inch gravity sewer to replace the aging and undersized sewer interceptor and address sanitary sewer overflows within the Rocky Branch sewerage basin.Work includes micro-tunneling under two railroad alignments and a SCDOT Highway. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Juan Morales,PE Senior Engineer-Gravity Sewer Systems 17 14 1 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Calgary,Alberta) ®Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) • Bachelor of Sciences in Civil Engineering,Pontifical Xavierian • Professional Engineer,Association of Professional University,Bogota,Colombia,Colombia,2001 Engineers and Geoscientists of Alberta 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • North American Society for Trenchless Technology-Member 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Nose Creek Sanitary Trunk Sewer Upgrade-Phase A PROFESSIONAL SERVICES CONSTRUCTION(if applicable) l Calgary,Alberta 2018 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Q Check if project performed with current firm Stantec conducted meetings and detailed consultations with numerous key stakeholders during design and construction,including community associations,City aldermen,Calgary Zoo,two golf courses,and Calgary Parks.Stantec completed preliminary design, detailed design,and construction administration services for more than four kilometers of large diameter sanitary trunk sewer. a The sewer,which varies in size from 72 to 106-inches diameter,is located within the environmentally sensitive Nose Creek valley. Numerous environmental assessments,including an environmental site,historical resources,biophysical impact,and fish habitat assessments,were completed to assist with the route selection.A geotechnical investigation and detailed review of existing utilities and existing and proposed transportation infrastructure was completed to further assist with route selection,including crossings of Memorial Drive,16th Avenue,and Nose Creek.Upon identification of route options,an investigation and comparison of trenchless and conventional construction methods for roadway and creek crossings was completed.An open cut isolation crossing for Nose Creek was used,with tunneled crossings for Memorial Drive and 16th Avenue. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED West Pine Creek Sanitary Trunk-Part 2 and West MacLeod Feedermain PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Calgary,Alberta 2015 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 11 Check if project performed with current firm Santec used inter-departmental expertise on microtunneling technology to improve cost efficiency and reduce the overall b environmental footprint for the final design stage of these projects.Stantec completed detailed design for more than four kilometers of 60-inches to 70-inches sanitary trunk sewer and two and half kilometers of water feedermain,with construction starting in April 2016.Project costs were front-ended by local developers,as City funding was years away.Stantec collaborated closely with each member of this multi-client team,assisting the developers with community engagement and incorporating City of Calgary preferred materials into our designs.A detailed geotechnical investigation confirmed complicated soil conditions near the intersection of MacLeod Trail and 210th AV SE.This was expected as Stantec had been involved with previous sanitary and storm studies in the area,as well as recent design/construction of the community of Legacy. (1)TITLE AND LOCATION(City and State) - (2)YEAR COMPLETED 210 Avenue Trunk Utilities Contracts 3A&3 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Calgary;Alberta 2012 2014 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE _ 0 Check if project performed with current firm Stantec provided detailed design and construction administration services for this major water and sewer project,which is an extension to the 210th Avenue Trunk Utilities Contract 1 project described elsewhere in this proposal.This project included the c. construction of approximately 5,280 LF of 48-inch diameter PCCP water transmission main and approximately 5,808 LF of 24-to 78-inch diameter steel sanitary sewers pipelines.The water transmissions forms part of a link to loop two major water feedermains in the south end of the City of Calgary.The underground pipeline appurtenances associated with this project included a valve chambers and a pressure reducing valve chamber for connection to an adjacent residential development.One of the major challenges of this project was the installation of the water and sewer infrastructure within a 50 foot deep fill zone. The risk to the integrity of the pipe due to differential settlement was assessed and managed through an extensive fill settlement monitoring program,and ensuring maximum flexibility of the pipe joints to account for such settlement. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Evan Thomas Water and Wastewater Treatment Facilities Upgrade Water PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Distribution and Sewage Collection Expansion,Kananaskis Country,Alberta 2015 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm d• As design lead for civil works,Mr.Morales was responsible for the detailed design and development of technical specifications for the water distribution upgrades to the Kananaskis Country recreational facilities in Alberta.The design-build project involved the installation of approximately 11.5 Km of new HDPE transmission lines and PVC distribution lines,including two new water reservoirs and water and wastewater treatment facilities.This project also included multiple trenchless crossings of sensitive areas such as rivers and creeks,as well as existing roadways. 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND 94 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Trenchless Engineer a.TOTAL b.WITH CURRENT FIRM I Albert Ruiz,PE Trenchless Technologies for Pipe 17 5 Installation/Rehabilitation 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Phoenix,Arizona) ®Stantec 1 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Sciences in Civil Engineering,Arizona State University, • Professional Engineer#50754, State of Arizona Tempe,Arizona,2005 • Professional Engineer#79393,State of California ' 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • North American Society for Trenchless Technology-Member;Society for Mining,Metallurgy,and Exploration-Member 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) . (2)YEAR COMPLETED Fourth Street 84-Inch Sewer Interceptor PROFESSIONAL SERVICES CONSTRUCTION(it applicable)I San Jose,California 2021 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE • I 1 Check if project performed with current firm a. Lead Trenchless Engineer responsible for leading trenchless design team and coordinating with other design disciplines and with contractor as part of design-build team.Prepared trenchless drawings,calculations,and specifications.Prepared documents for Caltrans Encroachment Permit Exception Request.The project consists of two miles of 84-inch diameter RCP sewer pipe,including a low cover crossing of US Highway 101 using microtunneling and a low overhead open cut installation underneath a Highway 880 overpass. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED . Miami Area North Transmission Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2020 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE • ' Er Check if project performed with current firm b. Albert led a trenchless design team and coordinated with other design disciplines,project stakeholders,and permitting agencies. The project consisted of an approximately 750-foot crossing of a state highway and CSX railway tracks for a 48-inch-diameter water pressure main within a 72-inch steel casing constructed using microtunnelling.Albert prepared design plans,specifications, and calculations. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED - • Southern Extra High Pipeline Section 111 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) 1 Masachusetts 2020 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm c• Lead Trenchless.Engineer responsible for leading trenchless design team and coordinating with other design disciplines and project stakeholders,including Massachusetts Bay Transportation Authority(MBTA).Project consisted of two trenchless cross- ings,one underneath Interstate 1-95 and one underneath MBTA railroad tracks,using microtunneling and auger boring with ground improvement.Analyzed alignment options and trenchless methodologies,helped prepare design plans,specifications,and design reports. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Downtown Storage Basin-Toledo Waterways Initiative Phase II PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Toledo,Ohio 2017 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE li Check if project performed with current firm d. Trenchless Engineer-Project consists of a 16-million-gallon combined sewer overflow storage basin along Water Street,near the Maumee River,with 1,000-feet of 108-inch diameter reinforced concrete pipe connection to the existing CSO pump station. Pipe installed by pipe jacking approximately 40-to 50-feet below the existing grade in stiff to very stiff cohesive till materials below the groundwater table.As a project engineer,Albert prepared plans and specifications and reviewed tunnel design calculations. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Interchange 12 Railway Interceptor Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable)1 Framingham,Massachusetts 2018 N/A e. (3)BRIEF DESCRIPTION(Brief scope,'size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm As a trenchless engineer worked on Geotechnical Baseline Report,design plans,calculations,and specifications.Project consisted of seven different trenchless crossings using a combination of microtunneling,auger boring,and open-faced pipe jacking to install new sewer pipes ranging in size from 16-inch to 60-inch diameter. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Trenchless Engineer a.TOTAL b.WITH CURRENT FIRM I Jon Pearson,PE Trenchless Technologies for Pipe 10 7 Installation/Rehabilitation 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(San Diego,California) Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Master of Sciences in Civil Engineering(Geotechnical emphasis), • Professional Engineer#85636,California Davis,California,2014 • Bachelor of Sciences in Civil Engineering,University of California, Davis,California,2012 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Snake Creek Transmission Forcemain Replacement PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami-Dade,Florida 2019 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm a. Trenchless Engineer for this project that consisted of the installation of a new 36-inch forcemain parallel to Snake Creek Canal in Miami-Dade.Florida.Stantec performed route analysis for the new forcemain including trenchless methodology and feasibility evaluation for major intersection and canal crossings.Jon lead the development of the trenchless Basis of Design Report for the project which consisted of six individual crossings with 54-inch microtunnels housing the 36-inch forcemain. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED • JPA Relocation Plans 16-inch Water Main along NW 47th Avenue PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2018 2020 b. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm • • Project consists of installation of approximately 800 feet of 16-inch.DR 9 HDPE pipe under Snake Creek Canal using horizontal directional drilling with a horizontal curve.Analyzed alignment,hydrofracture risk,settlement risk,and pipe stresses. • (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Siesta Key Force Main Phase 1 and Water Main,ICW Crossing to US 41 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Sarasota,Florida 2017 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm c. Trenchless Engineer for this project that consists of six HDD installations of 20"HDPE DR-9 pipe.The first set of crossings consists of parallel installations of over 3,000 feet of 20"forcemain and 20"watermain with the majority of the crossing progressing under the intercoastal waterway and sensitive mangrove areas.The launch pit for the twin 3,000 foot bores is located in a congested cul- de-sac with the first part of the alignment progressing in between two luxury homes in Siesta Key.The project also consists of twin bores beneath Highway 41.These project conditions required detailed consideration during design as well as continuous support during construction including observation of HDD work. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Moccasin Bend River Crossing Mains and Booster Station PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Chattanooga,Tennessee 2018 2021 • (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm d. The Moccasin Bend River Crossings Mains and Booster Station Project consists of installation of dual 12-inch watermains across the Tennessee River with accompanying booster station to connect to existing main along Moccasin Bend Road and Browns Ferry Road.A feasiblity study was performed for a horizontal directional drilling(HOD)installation including evaluation of multiple possible entry and exit points along the river.Due to the potential for karstic rock and limited locations for rig set up and pipe laydown,an open-cut installation was recommended.Jon provided review of the HDD feasibility and preliminary evaluation of an open-cut installation of the river. (1)TITLE AND LOCATION(City and State) - (2)YEAR COMPLETED Shortcut Pipeline Replacement Phase 3 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Martinez,California 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm e• Project Engineer for this project that consists of evaluation of replacement methods of a section of existing 48-inch reinforced concrete pipe in poor condition under Walnut Creek and detailed design of the replacement method.Detailed design of approximately 2000-ft of dual 30-inch HDPE pipelines to be installed via horizontal directional drilling(HDD)are currently being performed. Challenges include a fault crossing,soft clays,wetlands,and narrow easements for the new pipeline.Jon is the project engineer and trenchless designer for the HDDs • 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 96 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH,CURRENT FIRM I Alex Cropp,PE Water Hydraulic Modeling Engineer 14 14 i 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Walnut Creek,California) ®Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Sciences in Civil and Environmental Engineering, • Professional Engineer#89782,Florida University of Auckland,Auckland Region,New Zealand, 2010 • Professional Engineer#134782,State of Texas • B.Sc.,Geography and Environmental Studies,Auckland,Auckland • Professional Engineer#0056215,Colorado Region,New Zealand,20062 • Professional Engineer#049087,North Carolina 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Prince William County Water Master Plan PROFESSIONAL SERVICES CONSTRUCTION(if applicable)! Woodbridge,Virginia Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Hydraulic Modeler for this contract for which Stantec is currently assisting the Authority with a Water Model Development project using infowater software.The goal of this multi-year project(nearing completion)is to build and calibrate a hydraulic model of a the Authority's water distribution system with the long-term goal of developing a Smart Water System.Stantec worked with the • Authority to develop a Smart Water Vision and Implementation Plan.The visioning defined the-Authority's desire to employ a'live' Operational Model that is directly tied into the Authority's various data sources,including GIS,SCADA,Computerized Maintenance Management System(CMMS),and meter data.The Implementation Plan was defined in three primary phases to reach an Opera- tional Model:model development;field testing and calibration;and live data integration.The InfoWater model consists of 2 sys- tems,10 pressure zones,and over 1,180 miles of pipe.As part of the Project,Stantec developed approximately 25 protocols as well as several supporting reports outlining the procedures for data gathering and testing of infrastructure;for the building and updating of a hydraulic model;and,for the calibration and implementation of the final model. (1)TITLE AND LOCATION(City and State) ' (2)YEAR COMPLETED Water,Wastewater and Recycled Water System Master Plans,Elsinore Valley PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Municipal Water District,California 2016 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Hydraulic Modeler for this contract for which Stantec updated and calibrated the InfoWater water model,InfoSWMM sewer model b. and constructed a recycled water hydraulic model for EVMWD.The hydraulic water model,containing over 12,800 pipes and over 42,000 connections,was developed in InfoWater directly from the District's GIS.The District's model includes over 810 miles of pipelines,42 pressure zones,12 wells,73 storage reservoirs,51 booster stations,and 57 pressure regulating stations.The model was calibrated for 24-hour EPS from data collected by the District and for steady state conditions.An Equivalent Dwelling Unit tool was developed to easily evaluate future system evaluations for each pressure zone as new EDU's are added to that particular pressure zone.The model was then modified to run 24-hour extended-period simulations,under average day demands(ADD), maximum day demands(MDD),and MDD plus fire flow demands. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of Evanston Water Distribution Modeling Development and Application PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Rockford,Illinois 2014 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm c• Hydraulic Modeler for this contract for which Stantec,developed,calibrated and applied an"all pipes"computer model of the City's water distribution system using InfoWater.The model represents 162 miles of pipe and includes over 2700 nodes.Our team worked extensively with the City to use their GIS geodatabase of potable water infrastructure as the basis of the model.Detailed representations of three pumping stations and two large standpipes were incorporated to complete the development process,and the resulting model was calibrated against field data obtained through loss-of-head tests,fire flow tests,pump efficiency tests,and continuous pressure monitoring. '(-1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I P8304,AKARNG Bryant Army Airfield&Camp Carroll WDS Upgrades PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Alaska 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm d• Mr.Cropp role in the project was providing hydraulic model support for the upgrade of the Davis Pump Station to supply the National Guard Armory at Camp Denali.The involved extensive use of ArcGIS and InfoWater modeling software to determine if upgrades were required to meet sprinkler and hydrant fire flows at Camp Carol,Bryant Army Airfield and the Armory at Camp Denali.Outputs from the model were used to determine pump station size(flow,head,horsepower)and pipeline upgrades and replacements. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 97 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Fletcher McKenzie,PE Water Hydraulic Modeling Engineer 12 3 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Sacramento,California) ®Stantec 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) 1 • Master of Science in Civil Engineering,Michigan Technological • Professional Engineer#PE.0049479,Colorado Department University,Houghton,Michigan,2011 of Regulatory Agencies • Bachelors of Science in Civil Engineering,Colorado State University • Professional Engineer#101134, New York State Education • Fort Collins,Colorado, 2006 Department 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • American Society of Civil Enqineers-Member; American Water Works Association-Member 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Lee County Water Utilities Water Master Plan Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable) North Lee County,Florida 2020 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Hydraulic Modeler for this contract.The Lee County Utilities Integrated Water Resources Master Plan was completed in December of 2010 and included an evaluation of potable water systems,reclaimed water systems,and wastewater systems.The plan a. identified capital improvement and recommendation plans based on existing conditions at the time,for both sustainable water supply and sanitary sewer services.The purpose of this project was to evaluate LCU's potable water system from source to delivery and identify the necessary improvements in the system to meet projected water demands through 2040. Each of the three distinct components(sources,treatment and transmission/distribution)were evaluated for the need for increased capacity.The capacity evaluation determined the improvement projects needed for the system to reliably serve the projected demands.The LCU existing hydraulic model.was utilized to assess the transmission/distribution system for piping improvements and assess the options for potential WTP expansions and the impacts on the hydraulics of the transmission/distribution system. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED North Lee County WTP Wellfield Expansion-Phase III-A Hydraulic Modeling, PROFESSIONAL SERVICES CONSTRUCTION(if applicable) North Fort Myers,Florida 2022 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost etc.)AND SPECIFIC ROLE Er Check if project performed with current firm b. Hydraulic Modeler for this contract for which Stantec was selected for the Phase III WTP wellfield expansion project based on our experience with Phases I and II.Phase III will add approximately 22 additional production wells and associated raw water mains to the NLC Wellfield.It is expected to provide an additional 10 MGD of raw water production capacity.The Phase III wellfield expansion will provide the raw water needed for the planned expansion of the NLC WTP to 15.0 MGD.Stantec's services included the hydrogeological services,route evaluations,property acquisition assistance,hydraulic analyses,environmental services, detailed design,permitting,bidding assistance,and construction observation. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED UCNSB Water,Wastewater and Reclaimed Water Hydraulic Modeling Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Smyrna Beach,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 21 Check if project performed with current firm C. Hydraulic Modeler for this project for which Stantec re-built the potable hydraulic water model from UCNSB's GIS database using InfoWater Pro.The model controls were set up based on input from the Water Production Supervisor and operations,as well as two year of SCADA data for all the pump stations and storage tanks.Demand data was then geographically allocated by spatially joining the City's GIS meter data with two years of monthly usage data from UCNSB's Billing department. (1)TITLE AND LOCATION(City and State) . . (2)YEAR COMPLETED Belleview&Highlands Pump Station Surge Analysis* PROFESSIONAL SERVICES CONSTRUCTION(if applicable) ! Denver,Colorado 2017 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm d. Fletcher,as Lead Modeler,performed transient analysis on the Belleview and Highlands pump stations within the Denver Water distribution system.The models were set up using Denver Water's all.pipes InfoWater model,which contained upwards of 5,000 pipes.The analysis required building a skeletonized surge model from the all pipes model,verifying the initial conditions,and analyzing various surge mitigation options.Additionally,prepared calculation reports and participated in several review meetings with Denver Water. City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 98 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 1 12.NAME 13:ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Vito Gironda,PE,ENV SP Wastewater Hydraulic Modeling Engineer 7 4 t 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Orlando,Florida) ®Stantec 1 16.EDUCATION(DEGREE AND SPECIALIZATION) • 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science-Environmental Engineering,The Ohio State • Professional Engineer#88995,State of Florida University,Columbus,Ohio,2015 • Professional Engineer#84733,State of Ohio 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Wastewater System Hydraulic Model and Master Plan Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I City of Venice,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE O.Check if project performed with current firm a. Vito served to update to the hydraulic model for the City of Venice and generate an updated Master Plan Update for the City's network of 92 lift stations and 35 miles of force mains.The Update will focus on areas of high pressure,high and low flow velocities,and planning for ongoing population growth.Activities include updating the hydraulic model to reflect current conditions, establishing system conditions for future growth horizons,and identifying alternatives to be evaluated for the Master Plan Update. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED UCNSB Water,Wastewater and Reclaimed Water Hydraulic Modeling Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Smyrna Beach,Florida 2022 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND'SPECIFIC ROLE , IZ Check if project performed with current firm b. Hydraulic Modeler for this project for which Stantec re-built the potable hydraulic water model from UCNSB's GIS database using InfoWater Pro.The model controls were set up based on input from the Water Production Supervisor and operations,as well as two year of SCADA data for all the pump stations and storage tanks.Demand data was then geographically allocated by spatially joining the City's GIS meter data with two years of monthly usage data from UCNSB's Billing department. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Big Creek Sewer Basin Wet Weather Calibration PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Fulton County,Georgia 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm c FCDPW called on Stantec to perform dry weather calibration on eight additional meters for the Cobb-Willeo interceptor and wet weather calibration for all 70 flow meters,using wet weather data previously collected by FCDPW.The final calibrated model for the entire basin replicates the hydraulic and hydrological performance of the collection system under dry and wet weather flow conditions for engineering planning purposes.The scope of work on this project included reviewing the existing InfoWorks model of the Big Creek basin and performing a data gap analysis.Stantec performed an update of the existing ICM sewer attributes based on latest GIS data.Vito served to update to the hydraulic model. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Watershed-Wide Analysis of Mystic River Watershed Mystic River PROFESSIONAL SERVICES CONSTRUCTION(if applicable)1 Watershed,Massashusetts Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm The City received a$350,000 regional Municipal Vulnerability Preparedness(MVP)grant from the State on behalf of the Resilient Mystic Collaborative(RMC),to update the hydraulic and hydrologic model to include the entire Mystic River watershed in the greater Boston area.The hydraulic model covers approximately 42 square miles of watershed with approximately 8,000 catchments and d•.integrates riverine included adding municipal sewer and storm conveyance systems;15 bridges;multiple lakes,storage ponds,and reservoirs. The model also includes operation of the Amelia Earhart dam,which includes 3 locks and 3 pumps that are operated when harbor levels prohibit gravity flow of the Mystic River into the Boston Harbor.The project team utilized the model to generate watershed-area maps to show flooding from riverine-induced water levels and conveyance restrictions under future extreme storm conditions. The team also performed alternative analyses for implementation of active reservoir management,regional green infrastructure implementation,and other conceptual improvements. An online portal was created for the RMC members to view flood results under multiple scenarios. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 99 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE • Resiliency Manager-Sea Level Rise and a.TOTAL b.WITH CURRENT FIRM I John Malueg,PE Resiliency 36 21 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Winston-Salem,North Carolina) ®Stantec 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Sciences in Water Biology,University of Wisconsin, • Professional Engineer#15642,Commonwealth of Kentucky Stevens Point,Wisconsin,1980 • Bachelor of Sciences in Civil and Environmental Engineering, University of Wisconsin,Madison,Wisconsin,1983 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • Water Environment Federation-Member 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Present Resilience-Sustainable-Innovative West Villages Design Mattamy PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Homes-Venice,Florida 2018 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm • a. Supporting blue sky brainstorming and planning for new 111,000 acre.33,000 parcel coastal development. Planning includes eval- uating design catastrophic event,community resiliency and sustainability design options,their feasibility,cost-effectiveness and return of investment.Key theme includes linked with nature". (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Present Critical Infrastructure Coastal Flood Risk Vulnerability Assessment— PROFESSIONAL SERVICES CONSTRUCTION(if applicable)i Cape Coral,Florida 2017 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE. El Check if project performed with current firm b• Supported vulnerability assessment of City's two wastewater treatment facilities. Assessed risks from 100-,500-,hurricane category 1 through 5 in addition to including considerations for climate change and associated sea level rise. Scope included assessing federal HMGP and PDM grant funding opportunities. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Present Collier County Disaster Recovery Program PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Collier County,Florida 2017 N/A C (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE. El Check if project performed with current firm Supported damage assessment,federal recovery and grant funding strategy development including identification and screening of mitigation options for funding eligibility and advancement of community-wide resilience. Currently supporting FEMA Hazard Mitigation Grant strategy and application development. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Strategic Water Pathways PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I New Orleans,Louisiana 2019 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm d• Project Manager-The City turns 300 years old this year and throughout its history has dealt with flooding and disaster.John and team in partnership with the City and Rockefeller Foundation are plotting a resilient community based strategy for the next 100-years.Key elements of the plan include incorporating green and maximizing existing infrastructure to reduce flooding and enhance overall sustainability.Analysis will provide the basis for a new water system improvement bond issue. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Tottenville Beach Recovery and Restoration PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Staten Island,New York 2019 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm e. Advised on resilience techniques and funding strategies for this post-Hurricane Sandy HUD-sponsored shoreline restoration project, which included pursuing$24 million in FEMA's BRIC grant funding.The project plan became known as Rebuild by Design.The project objectives included stabilizing the Tottenville shoreline,reducing coastal flood risk,and protecting the local economy.This resilient solution is currently under design and includes integrated living shorelines,elevated walking trails,green infrastructure, ecosystem restoration,and a matrix of natural and reinforced sand dunes. 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND 100 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Climate Scientist-Sea Level Rise and a.TOTAL b.WITH CURRENT FIRM I Norman Shippee,PhD Resiliency 12 2 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Ottawa,Ontario) ®Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Ph.D.University of Victoria,Department of Geography,Climate Lab, Victoria,British Columbia,Canada,2016 • Master of Science in Applied Meteorology,Plymouth State University, Plymouth,New Hampshire,2010 • Bachelor of Science in Meterology,Plymouth State University, Plymouth,New Hampshire,2008 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • American Meteorological Society-Early Career Member;Canadian Standards Association-Group Standards Development Committee for the Intensity- Duration-Frequency Curves; American Geophysical Union-Regular Member 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Climate Risk Assessment and Adaptation Plan PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I 2021-2023 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Q Check if project performed with current firm Norm is Senior Climate Scientist and Technical Leader for the NCC climate risk assessment and adaptation plan to assess cli- mate-related vulnerabilities and risks to the community,infrastructure,natural environment and economy,and develop a series of a. priority actions and strategies to address the highest risks.Norm is leading the adaption planning process,which involves using local climate projections to identify potential climate-related impacts,assessing the related risks and vulnerabilities to systems and physical infrastructure based on the climate-related impacts,identifying adaptation options and capacity to respond and/or adapt, prioritizing actions and strategies based on the level of risk and consequences,and implementation of the priority actions.The climate vulnerability and risk assessment process will be completed as well.In Spring 2023,NCC will lead external engagement with the public on the draft adaption plan and Norm will lead the team to support the NCC in preparing materials that can be used to communicate the key findings for the general public. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED •Climate Change Risk Assessment for EP4 Guidance PROFESSIONAL SERVICES. CONSTRUCTION(if applicable) Valentine Lake,Newfoundland and Labrador,Canada 2021-Ongoing N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE , 0 Check if project performed with current firm Senior Climate Scientist-Marathon Gold is undertaking a Climate Change Risk Assessment(CCRA)for Valentine Gold Project b. located in Valentine Lake,Central.Newfoundland.The assessment follows standard risk assessment protocols and uses a meth- odology that aligns with Equator Principles Version 4(EP4)requirements,the ISO 31000:2018 Risk Management Standard and ISO 14090:2019 Adaptation to Climate Change—Principles,requirements,and guidelines.The climate change risk assessment will investigate climate-related hazards and meteorological(weather)events for identifying acute and chronic physical risks that have negatively affected or could affect Marathon Gold's infrastructure,operations,and supply chains.Norman is serving as the Senior Climate Change expert for the project,responsible for providing climate change lrojections and hazard analysis. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Chattanooga Regional Resiliency Plan PROFESSIONAL SERVICES CONSTRUCTION,(if applicable) Chattanooga,Tenneessee 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE li Check if project performed with current firm • c• Norm supported the facilitation of a series of workshops of a multi-hazard(climate,seismic,pandemic)resiliency planning process for the city of Chattanooga.This process began with an exploratory impacts assessment workshop,followed by a consequence scoring workshop,leading to the development of risk scores and prioritizations of multiple infrastructure asset-hazard interac- tions.These results were then presented to the core City stakeholders,where an adaptation planning workshop was undertaken to determine appropriate adaptation actions (1)TITLE AND LOCATION(City and State) • '(2)YEAR COMPLETED i Amtrak Climate Change Vulnerability Assessment of the Northeast Corridor PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm d. Senior Climate Scientist-Building on a 10-mile pilot study completed in Wilmington,DE,Stantec provided a planning level vulnera- bility assessment for Amtrak's Northeast Corridor.The NEC is approximately 460 miles,stretching from Washington,D.C.to Boston, MA.Nearly 800 structures were included in the assessment.To conduct the assessment,Stantec developed coastal sea level rise data using ArcGIS software for years 2020,2050,and 2100.Scenarios were included for sea level rise,and sea level rise with surge hazards.The vulnerability assessment results considered the vulnerability of track by each miles(milepost to milepost),including the maximum depth of flooding and location,and range of flood depth.Mean and flood depth were considered for each scenario. 3 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 101 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Shana Wygonik,AIA,LEED AP Senior Architect 20 20 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Tampa,Ontario) 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Architecture,Kent State University,Ohio,2001 • State of Florida Registered Architect#AR96070 • Bachelor of Sciences,Kent State University,Ohio,2000 • LEED(Leadership in Energy and Environmental Design) Accredited Professional,Green Building Certification Institute 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • American Meteorological Society-Early Career Member;Canadian Standards Association-Group Standards Development Committee for the Intensity- Duration-Frequency Curves; American Geophysical Union-Regular Member 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Blue Sink MFL Pumping Station PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Tampa,Florida 2018 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm a. Shana was responsible for developing design concepts,final detailed design drawings and renderings to show the client how the building will complement the surrounding residential and commercial area.The design incorporated a 1,365-SF pump station and sustainable design principles such as glass block windows for day lighting and a permeable paved driveway on the site.Shana completed the design and is currently assisting with engineering support during construction. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Avon Lake Pump Station and Electrical Equipment Screen Wall PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Avon Lake,Ohio 2017 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm b. Shana created the design and detailed drawings for a new pump station and screen wall.The design incorporated details and design elements similar to the historical buildings at the plant.These included a brick facade with precast concrete detail elements and ornamental fencing and complementary color schemes.These elements were presented to the client with renderings to gain approval for the building aesthetics.The project also includes construction services and working with the contractor during con- struction. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED TECO Polk Power Station Reclaimed Water Expansion Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Mulberry,Florida 2017 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm C. Ms.Wygonik developed design and detailed drawings,specification review,and code for the design of a prefabricated Auxiliary Power Enclosure(APE)building.This building was an elevated structure designed to house the electrical equipment to support an adjacent pump station and pipeline.The design focus was to perform a code analysis and review of egress requirements for an elevated building and safe egress to grade. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami-Dade Pump Station No 3 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2014 2015 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm d• Shana incorporated client standards to create design drawings,specifications,and details for the pump station and electrical build- ings.The design incorporated architectural elements from building features particular to the Miami area such as precast banding around the building corners,horizontal windows and louvers,and a light colored stucco finish.Horizontal light fixtures were also used to accentuate the modern architectural style.A rendering was created to display the design and how the buildings blend into the site. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Eldridge Wilde Welifield Improvements Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Tampa,Florida 2018 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm e. Shana lead the development and coordination for architectural,structural,and building mechanical design for standard wellfield pump station design to be utilized at 22 locations in Hillsborough and Pinellas Counties in the Tampa Bay area.The design incorpo- rated a masonry building with sloped metal roof similar to other client facilities in the area.The design phases included workshops with the client and opportunities to provide feedback throughout the design process. 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND 102 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E,for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM Nicole Carter,MS Senior Environmental Scientists 23 11 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Coral Gables,Florida) ®Stantec f 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Master of Science Marine Biology,Nova Southeastern University,Fort Lauderdale,Florida,2009 • Bachelor of Science Marine Science and Biology,University of Miami, Coral Gables,Florida,1998 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • Efficient Transportation Decision Making(ETDM)Process,Coral Gables,Florida,2012;SCUBA Certification PADI,Florida,2012;Certified Inspector Florida Department of Environmental Protection,NPDES,2012 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Miami Beach Pump Station and Outfall Permitting PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami Beach,Florida 2019 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I1 Check if project performed with current firm Senior Environmental Scientist for this contract for which Stantec was selected by the City to provide environmental and engi- neering services related to obtaining a wide range of federal,state,and local permits.The required authorizations have included Environmental Resource Permits(ERP)through the South Florida Water Management District(SFWMD);Dredge&Fill Permits a. through the U.S.Army Corps of Engineers(USACE);Class I,Class II and Class V Permits from the Miami-Dade County Department of Environmental Resource Management(DERM);Consumptive use permits(CUP)through the SFWMD;Class V stormwater well permits from the.Florida Department of Environmental Protection(FDEP).Our staff was able to work with all of the listed agencies to negotiate through the permitting processes to meet construction schedules.In addition,Stantec was able to coordinate with. commenting agencies to avoid lengthy federal consultation processes for endangered species(specifically the small tooth sawfish and Johnson's seagrass both regulated by the National Marine Fisheries Service). Permits have been acquired for pump stations and outfalls at 6th,10th,14th,17th Street,and Sunset Harbor,seawall at 10th,14th and Collins Canal.The overall plan includes permitting and design of over 40 pump stations,outfalls and 60 miles of seawall. Currently,Stantec is designing and permitting 4,000ft of living shoreline along Indian Creek Drive between 26th&41 st Street. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Districtwide Environmental Data and Report Consultant Contract PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami-Dade&Monroe Counties,FDOT District 6 2020 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)'AND SPECIFIC ROLE 0 Check if project performed with current firm b. Project Manager operating as an extension of FDOT's Staff for environmental impact review and class of action determinations of numerous final design plans,LAP project plans and scoping reports.Nicole is responsible for production related tasks and project tracking including assisting the Department with the implementation of Project Suite;development of the Environmental Module;transition of data from Profile to Project Suite;and,preparation of the User Guide and environmental production reports. She assists with PD&E project oversight,training district staff,tracking commitment compliance and overall day-to-day production activities. (1)TITLE AND LOCATION(City and State) - (2)YEAR COMPLETED Districtwide Mitigation and Monitoring Services Support PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami-Dade&Monroe Counties,FDOT District 6 2021 N/A C• (3)BRIEF DESCRIPTION(Bnef scope size,cost,etc.)AND SPECIFIC ROLE I1 Check if project performed with current firm Project Manager operating as an extension of FDOT's staff to oversee the monitoring and maintenance activities of all active mitigation sites throughout Miami-Dade and Monroe Counties. Sites include Boca Chica Seagrass Mitigation,Dove Creek and Lois Ryan Road Mangrove Mitigation and Lower Matecumbe wetland/upland restoration site. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Districtwide Environmental and Permitting Consultant PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami-Dade&Monroe Counties,FDOT District 6 2019 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm d• Project Manager operating as an extension of FDOT's Staff and responsible for performing environmental permitting services for District 6 including preparation of Federal and state permit applications;agency coordination;evaluating design plans for potential impacts;wetland assessments and delineations;Upland and hammock assessments;protected species surveys and evaluations; mitigation plan design;and coordination with FDOT staff and designers. Her responsibilities include overall contract oversight and administration,coordination and QA/QC. City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND 103 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Broke Wolfe,LEED AP Senior Environmental Scientists 20 11 i 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Coral Gables,Florida) ®Stantec 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science Marine Science and Biology,University of Miami, • LEED Accredited Professional,U.S.Green Building Council Miami,Florida,2001 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • Certification,YMCA,SCUBA,1996 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Districtwide Environmental Data&Report Consultant Contract PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami-Dade&Monroe Counties,FDOT District 6,Florida 2020 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I i Check if project performed with current firm a. Senior Environmental Scientist operating as an extension of FDOT's Staff for the environmental impact review and class of action determination for numerous final design plans,LAP project plans and project scoping reports.Brook is responsible for reevaluat- ing assigned projects in accordance with the PD&E Manual and providing additional support services including field reviews,pond siting,and,writing technical reports.Additionally,provides support for production tracking and management. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Districtwide Miscellaneous Tasks Related to Mitigation Site Development, PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Maintenance and Monitoring Services,Miami-Dade and Monroe Counties, 2022 N/A FOOT District 6,Florida b. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Senior Environmental Scientist assisting with mitigation and permitting requirements for the District.Provide assistance with the development and design for restoration and enhancement projects.Provide support for correcting mitigation site deficiencies, permitting mitigation sites,oversee exotic and nuisance vegetation control,and monitor and report on mitigation site conditions for compliance with regulatory permit conditions. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Districtwide Miscellaneous Environmental Compliance Services Consultant, PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami-Dade and Monroe Counties,FDOT District 6,Florida Ongoing(2022) N/A C. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE PI Check if project performed with current firm Senior Environmental Scientist providing environmental oversight on various FDOT construction projects to ensure compliance with the environmental permits.These projects include NW 25 St Viaduct,Alton Rd,and Collins Ave. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Districtwide Mitigation and Environmental Services Support PROFESSIONAL SERVICES CONSTRUCTION(if applicable) FOOT District 4,Florida Ongoing(2022) N/A (3),BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Senior Environmental Scientist operating as an extension of FDOT's Staff for the environmental impact review and class of action determination for many FDOT final design plans,LAP project plans and project scoping/Concept Development Reports.She serves d as a District 4 In-House Environmental Consultant two days/week or more,as needed.She is responsible for reevaluating assigned projects in accordance with the PD&E Manual and served as the acting NEPA Coordinator for 6 months.Brook provides additional support services including participating in Value Engineering studies,maintaining and coordinating liaison assignments,com- pleting PSEE monthly schedule updates,updating sharepoint,updating the EIR Handbook,conducting field reviews,pond sitings, and,writing technical reports. Brook assists with environmental permitting related work including wetland delineations,biological surveys,environmental documents,and preparation of federal and state permit applications.As an assistant manager for the contract,Brook managed invoicing,task work order proposal preparation and tracking,assignment distribution,and subconsultant coordination. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Programmatic Categorical Exclusion and Programmatic Agreement Prepa- PROFESSIONAL SERVICES CONSTRUCTION(if applicable) ration,National Park Service—Everglades National Park and Dry Tortugas 2020 N/A National Park,Miami-Dade and Monroe Counties,Florida e. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Q Check if project performed with current firm Senior Environmental Scientist assisting with the development of Programmatic Categorical Exclusions and Programmatic Agree- ments in accordance with the National Environmental Policy Act and Director's Order Number 12 for Everglades National Park and Dry Tortugas National Park. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 104 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN,THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I James Hale,GISP Senior GIS Specialist 20 16 15.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Jacksonville,Florida) ®Stantec 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) • Bachelor of Science,Geography,Appalachian State University,Boone, • Certified Geographic Information Systems Professional North Carolina,1999 #28430,GIS Certification Institute 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Geodatabase Development Data Evolution PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Tamarac,Florida 2018-2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm The City of Tamarac was seeking the opportunity to enhance its GIS data model.The goals were to adopt the Esri Local Government Information Model(LGM);improve data organization;and expand the capability to capture more comprehensive data.Adopting the LGM offers an abundance of GIS tools and provides better adherence to industry best practices.Benefits included more a. streamlined and standardized data editing,easier integration with Esri map templates,and improved data accessibility.Stantec designed a new geodatabase schema for the water,wastewater,and stormwater feature datasets to house the City's GIS data.The geodatabase is based on the Local Government Model combined with fields that are unique to City workflows.Stantec loaded the City's existing GIS data into the new geodatabase schema.During this process,Stantec ensured fields were matched and domains /subtypes are assigned appropriately.Any data that are being separated into a related table was sorted accordingly.Stantec updated the map documents that are served out to the intranet and internet and contain water,sewer,and storm.Stantec will utilize existing City symbology except in cases where new feature classes or relationships are utilized. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Collier County Enterprise Asset Managemeng and Utility Billing, PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Collier County,Florida 2019 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm b. James was responsible for project management,database design,web application design and client needs assessment.Stantec designed and deployed water utility geodatabases and web applications in support of a massive enterprise asset management project.Our company also developed procedures for County staff to amend the application process to ensure conveyed utility assets will be seamlessly integrated in the County's utility•GIS.This project was awarded the ESRI special achievement in GIS. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of St Petersburg Tiered Stormwater Utility and Impervious PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Layer Creation,St.Petersburg,Florida 2019 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm' • James served as the project manager and GIS lead on a stormwater tiered rate implementation project for the.City.To create the impervious surface layer,Stantec chose an area of interest to develop supervised and unsupervised image classifiers.Classes such as grass,trees,parking lot,and bare earth were extracted from 2017 aerial imagery then segmented into object groups of similar c. pixels based on space and spectral bands.These objects were used as training samples which created the base impervious layer, which was then manually QAQC'd.This data was fed into financial models to determine a new,fair tiered billing structure which grouped fees for most single-family homes based on square foot ranges,where smaller total square footage resulted in smaller fees.Any non-single-family parcel was billed on actual square footage of impervious area.Additionally,Stantec used ArcGIS Online Web Applications to create a web-based Customer Portal where every parcel is available for citizens to review their parcel's total impervious area and the fee they will be receiving.This interface is linked with a fee inquiry form where questions,comments,and challenges can be filed with one click—all integrated and online.The GIS served as the system of record for billing and automation was created between the geodatabase and NaviLine utility billing. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Collier County Stormwater Utility Implementation PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Naples,Florida 2018 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Er Check if project performed with current firm d. James served as the GIS lead on a stormwater utility implementation.Stantec utilized existing property appraiser information including parcel and planimetric data to create an ERU.Using this ERU,the project team established tiers for residential and measured service total to create a stormwater billing file.Stantec prepared a billing file to be inserted into the tax role.Finally,the project team created a GIS web portal to provide public information,details on parcel billing and a means for the public to appeal impervious measurements. City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 105 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I John Nel,AScT,PMP Electrical Specialist 39 24 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Deerfield Beach,Florida) CO Stantec 116.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Masters Diploma(NHD),Electrical Engineering,Durban University of • Technical Specialist#18808,Applied Science Technologists Technology(DUI),Durban,South Africa,1983 &Technicians of British Columbia • National Diploma,Instrumentation,Sasolburg Technical College, • Project Management Professional(PMP)®#525131, Sasolburg,South Africa,1981 Project Management Institute,2008 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) • International Society of Automation-Member; Project Management Institute-Member;Applied Science Technologists&Technicians of British Columbia-Member 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED MD-WASD Pump Station Rehabilitation Projects PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami Dade County,Florida 2017 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm a. To date Stantec has completed the rehabilitation design for ten lift stations and is expected to continue with-approximately 50 more of these stations.John is the lead electrical and instrumentation designer for this task. Electrical design included service upgrades,Standby Power,Motor Controls utilizing VFD's,Soft Starts and across-the-line starters.Various PLC and redundant level controls were also incorporated into the design. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Bee Ridge Water Reclamation Facility Expansion PROFESSIONAL SERVICES CONSTRUCTION(if applicable) ! Sarasota County,Florida 2016 2018 b. (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Q Check if projectperformed with current firm Lead electrical,instrumentation and controls designer in this expansion project. Design included power distribution to expanded facilities,new motor controls,new aeration control instrumentation and their integration with existing PLC and SCADA controls (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED Permanent Canal Closure&Pumps(Design Build),USACE PROFESSIONAL SERVICES CONSTRUCTION(if applicable) New Orleans,Louisiana 2013 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 121 Check if project performed with current firm John provided assistance with the electrical design and was the Lead instrumentation designer for the 3 large size lift stations designed to return canal water to Lake Ponchartrain during a hurricane or major storm event.Scheduled for completion in 2017, c, these massive drainage pumping stations and flood gates will play a key role in a multi-billion-dollar hurricane risk reduction system designed to serve the community now and in the future.This project required medium voltage motor controls&VFDs to support a total of seventeen large HP pump sets moving 24,300 cubic feet per second to mitigate the kind of disaster experienced during hurricane Katrina.The massive pumps are powered by twenty-four,2.6 megawatt generators backed up by six redundant units for a total of 78 megawatts across all three sites.Over 600,000 gallons of diesel fuel and other critical backup utilities are provided on-site for operating the facilities at full capacity for five days.The requirements of this station included intelligent motor controls and instrumentation using Ethernet/IP all controlled in a FactoryTalk environment. ' (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Siesta Key Master Pump Station PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Sarasota County,Florida 2010 2014 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm d, John was the lead electrical and instrumentation designer for this new MPS. Electrical design included service upgrades,Standby Power,Motor Controls utilizing VFD-Soft combination starters, Harmonic Mitigation,Allen Bradley PLC controls and a high level of redundant instrumentation.Also included was the rehabilitation of an on sit sanitary lift station and packaged odor controls.The design featured a prefabricated walk in electrical room that housed all electrical power and controls equipment.Integration with the County's fiber telemetry system was also included. • 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND 106 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 . TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 1 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE + a.TOTAL b.WITH CURRENT FIRM I Brad Buchanan,PE Instrumentation&Control Engineer 8 • 7 15.FIRM NAME AND LOCATION(City and State) i Stantec Consulting Services Inc.(Deerfield Beach,Florida) ®Stantec i 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science in Electrical Engineering,Central Michigan • Professional Engineer#86225,State of Florida University,Michigan,2012 • Professional Engineer#6201067284,State of Michigan. • Professional Engineer#43229,State of Louisiana 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) I 19'.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Siesta Key Master Pumping Station(MPS) PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Sarasota County,Florida 2018 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE i1 Check if project performed with current firm I a. Electrical l&C Designer.The existing Siesta Key WWTP is being phased out and replaced by a new MPS to move all influent to the new WWTP located elsewhere.This new station includes triple redundant electric pump sets to ensure continuous operation at all times.Also included is a new electrical service,electrical room and suitably sized standby generator.Responsibilities included complete electrical design,motor control,standby power system design,HVAC controls,instrumentation&controls,PLC and local HMI design.A SCADA RTU system is included for communications between this station and the County's central monitoring. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED i Collier County Pump Station Rehabilitation Projects PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Naples,Florida 2017 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost etc.)AND SPECIFIC ROLE 1E1 Check if project performed with current firm 1 b. Brad provided electrical and instrumentation design and construction administration services for various lift station rehabilitation projects including PS-104.05;PS-147;PS-151;PS-158 and PS-302.09. Electrical design included service upgrades,Standby Power, Motor Controls utilizing VFD's,Soft Starts and across-the-line starters,and independent engine driven backup pump control. Various SCADA HMI,PLC and redundant level controls were also incorporated into the design. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED '. PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami-Dade Pump Station Improvement Plan Miami-Dade County,Florida 2019 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Er Check if project performed with current firm c. Electrical Engineer.Designed the electrical and,controls drawings for various pump stations including:PS-494,PS-506,PS- 688,PS-698,PS-819,and PS-1058.Responsible for preparing the electrical and controls design for each station,as well as the related sections of the preliminary and final engineering design reports and technical specifications.Performed construction administration duties including reviewing shop drawing submittals,inspection,and preparation of a punch list for electrical and controls related work. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Heritage Bay Inline Booster Pump Station PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Collier County,Florida 2018 2018 , (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE lI Check if project performed with current firm i d. Electrical l&C Designer.In order to convey the raw sewage from new development to higher level WWTP,this station is required. The station includes electric pumps sets as well as diesel engine driven pump sets to provide the high level of redundancy for this important station. Responsibilities included complete electrical design,motor control,standby power system design,HVAC controls,instrumentation and controls,PLC and local HMI design.A SCADA RTU system is included for communications between this station and the County's central monitoring. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Professional Engineering Services PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Davie,Florida 2018 2018 • (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 11 Check if project performed with current firm e. Provided engineering services for planning,design,bidding and construction oversight to upgrade eight existing Remote Terminal Unit(RTUs)and installation of fifty new RTUs to upgrade the Town's existing LS SCADA system.The RTUs are monitoring and remotely controlling the Town wastewater collection systems equipment with data collection and reporting services. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 107 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Fernando Vargas Senior Inspector 16 16 115.FIRM NAME AND LOCATION(City and State) Stantec Consulting Services Inc.(Coral Gables,Florida) ®Stantec f 16.EDUCATION(DEGREE AND SPECIALIZATION) ' 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • FDOT Asphalt Paving Tech Level 1 Certification,2013 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sunset Island 3&4 PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Miami Beach,Florida 2019 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Senior Inspector for this design/build project which involved complete infrastructure reconstruction with primary goals including beautification and combatting the effects of sea level rise.Scope of work includes watermain and water service replacement, a. rehabilitation of the existing gravity sanitary sewer line and manholes,complete stormwater infrastructure improvements,roadway reconstruction including raising roads in some areas and harmonization to properties,concrete work including valley gutters and driveways,the undergrounding of overhead utilities for Florida Power&Light(FPL),AT&T,and Atlantic Broadband,and landscaping. The stormwater systems include a primary and secondary gravity collection system and two pump stations,one for each island, that discharge into Biscayne Bay.Environmental controls during construction and all maintenance of traffic had to be carefully monitored at all times.Close coordination with City staff and homeowners is most important to ensure impact to residents is minimized. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Palm and Hibiscus Islands Neighborhood Improvements PROFESSIONAL SERVICES CONSTRUCTION if applicable) Miami Beach,Florida 2020 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Senior Inspector for this design/build project which involves complete infrastructure reconstruction with primary goals including b beautification and combating the effects of sea level rise.Scope of work includes watermain and water service replacement, rehabilitation of the existing gravity sanitary sewer line and manholes,complete stormwater infrastructure improvements,roadway reconstruction including raising roads where possible and harmonization to properties,concrete work including sidewalks, the undergrounding of overhead utilities for Florida Power&Light(FPL),AT&T,and Atlantic Broadband,and landscaping.The stormwater systems include a primary and secondary gravity collection system and large pump stations to discharge into Biscayne Bay.Environmental controls during construction and all maintenance of traffic had to be carefully monitored at all times.Close coordination with City staff and homeowners is most important to ensure impact to residents is minimized. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami Beach Convention Center Infrastructure PROFESSIONAL SERVICES CONSTRUCTION(if applicable) i Miami Beach,Florida N/A 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I1 Check if project performed with current firm c. Inspector on this high-profile upgrade of the Convention Center and surrounding streets.Scope of work include sanitary sewer forcemain replacement,watermain replacement,gravity sewer upgrades,pre-cast concrete box culvert,drainage pipe and structures,complete roadway reconstruction including medians,sidewalks and curbs,and landscaping and irrigation.The drainage work was completed to be able to connect into two new stormwater pump stations,both of which discharge into the Collins Canal. Project responsibilities included daily inspection and reporting of the work,field testing including pressure tests,coordination with other trades and stakeholders,and ensuring all environmental controls were in place on a daily basis. (1)TITLE AND LOCATION(City and.State) (2)YEAR COMPLETED City of Sunrise,ASR Well Raw and Reuse Water Mains PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Broward County,Florida 2020 Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm Inspector responsible for construction of approximately 30,000 linear feet(LF)of new mains for 1)a new reuse distribution system and 2)for a new Aquifer Storage and Recovery(ASR)well system.The portion of the work related to new reuse distribution system d- consists of approximately 23,000(LF)of ductile iron pipe(DIP),valves and fittings ranging in size between 4-inches and 36-inches in diameter to be installed along NW 2nd Street,NW 136th Avenue,Sawgrass Corporate Parkway,International Parkway,NW 146th Avenue and NW 8th Street.The portion of the work related to the new raw water transmission main for the Sawgrass ASR Well System Design includes approximately 7,000 LF of 16-in HDPE,valves and fittings,connecting the ASR booster pump station within the Sawgrass Utility Complex and the SGF-1 ASR well along NW 8th Street.The proposed raw water main will continue along International Parkway towards NW 146th Avenue and include a future connection to SGF-2 ASR well. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 108 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES.OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Engineer-Inflow&Infiltration a.TOTAL b.WITH CURRENT FIRM I Tommy Ruiz,PE,CFM,LEED AP Reduction and Sanitary Sewer Evaluation 19 10 115.FIRM NAME AND LOCATION(City and State) I Snubbs Consulting,Inc.(Miami,Florida) ©sintbt?s t 16.EDUCATION(DEGREE AND SPECIALIZATION) . 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science,Civil Engineering,Florida International • Professional Engineer#69213,State of Florida University,2004 • Green Building Certification Institute,Leadership in Energy and Environmental Design(LEED AP) • ASFPM Certified Floodplain Manager,Board of Regents, (CFM) 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) I 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sanitary Sewer Evaluation Survey(SSES)Cycle 2,Phase 3 PROFESSIONAL SERVICES CONSTRUCTION(if applicable)E Medley,Miami-Dade County,Florida Ongoing(2022) N/A a. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm • i Sewer Infrastructure Engineer of Record for this SSES Phase 3,which covered 17 pump stations in the Town of Medley. It focused on implementing the rehabilitation plan from the previous SSES and re-measurement to verify compliance. (1)TITLE AND LOCATION(City and State) ' (2)YEAR COMPLETED, FIU MMC SSES Cycle 3 Plan B Phase II PROFESSIONAL SERVICES CONSTRUCTION(if applicable) 1 Miami,Florida 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm b. Snubbs was directed to analyze FIU Sanitary Sewer systems at the Biscayne Bay and Modesto Maidique Campuses to update the previously submitted the SSES report by another engineering company• by evaluating the manholes,potential cross-connection, conduct smoke testing among other analyses after repairs to demonstrate compliance. (1)TITLE AND LOCATION(City and State) . • (2)YEAR COMPLETED .. 1 1-395 Form SR 836 Interchange to MacArthur Causeway(FPID 25168815201) PROFESSIONAL SERVICES CONSTRUCTION(if applicable)i Miami-Dade County,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm j c. Engineer of Record responsible for the final Design of this project's stormwater management system.This 1.4 mile long project includes a complete reconstruction of 1-395 to provide additional capacity with a total of three through lanes in each direction and separate connector ramps for traffic to and from 1-95. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED ; CR-510(85th ST)From West of 82nd Avenue to 58th Avenue PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I (FPID40560635201),Indian River County,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm d• Drainage Engineer of Record in charge of pond siting coordination and developing the drainage report for this 5.3-miles Project Development and Environment Study(PD&E).CR510 is an Urban Principal Arterial and is critical in facilitating the west-east move- ment of traffic in Indian River County as it connects Interstate 95(1-95)to State Road Al A.He designed the conceptual drainage system to leverage property already owned by Indian River County. 1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 1 Golden Glades Interchange SR 826 EB to 1-95 NB(FPID 42835813201) PROFESSIONAL SERVICE CONSTRUCTION(if applicable) Miami-Dade County,Florida 2018 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm e• Drainage Engineer of Record for this final design project.The drainage design is developed based on an ultimate build-out concept of the interchange that will allow the stormwater management system to be constructed in phases along with the roadway improvements.This scalable design approach uses off-site right of way for treatment ponds.The proposed stormwater manage- ment system is designed to avoid propagating contaminated groundwater from a nearby superfund. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 109 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Senior Engineer-Inflow&Infiltration a.TOTAL b.WITH CURRENT FIRM I Fernando Gomez,PE Reduction and Sanitary Sewer Evaluation 35 8 115.FIRM NAME AND LOCATION(City and State) 1 Snubbs Consulting,Inc.(Miami,Florida) ©3111.4bbs (16.EDUCATION(DEGREE AND SPECIALIZATION) -17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • BS of Civil Engineering,University of Miami,1986 • Professional Engineer,State of Florida#43956 • BS of Architectural Engineering,University of Miami,1986 • Professional Surveyor&Mapper,State of Florida#5259 • Maintenance of Traffic,Advanced Certificate#11098 118.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED I Design Svcs.for CR-510 from CR 512 to 58 Ave PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I Vero Beach,Florida Ongoing(2022) N/A a. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm I This project.consists of the relocation.of approximately 5.2 mile of 16"watermain,12"forcemain and a new 12"re-use watermain related to the recons.of CR-510 from CR510 from CR 512 to 58 Ave.Mr.Gomez role is design assistance to the FOR (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Town of Medley Plans Review Consultant PROFESSIONAL SERVICES CONSTRUCTION(if applicable)1 Medley,Florida Ongoing(2022) N/A b. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm • I Mr.Gomez is currently serving as a plan reviewer forthe Town for their developer-submitted plans:The areas under reviews include water&sewer,right-of-way improvements&easements. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED , Sanitary Sewer Evaluation Survey(SSES) PROFESSIONAL SERVICES CONSTRUCTION(if applicable) I Medley,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm • C. Sewer Infrastructure Engineer of Record for this SSES Phase 3,which covered 17 pump stations in the Town of Medley. It focused on implementing the rehabilitation plan from the previous SSES and re-measurement to verify compliance. (1)TITLE AND LOCATION(City and State) . . (2)YEAR COMPLETED I SR1.12/Arthur Godfrey Road,Alton Road to East of Pine Dr PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami Beach • 2017 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm d. Mr.Gomez served as Design Engineer,Project Manager&Engineer of Record for this safety improvement project.The project included pedestrian and bicycle safety improvements,as well as signal improvements.Mr.Gomez's role was Project Manager and Engineer of Record for the roadway and signing/pavement markings design. 1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Cemex Sewer Main Extension PROFESSIONAL SERVICE CONSTRUCTION(if applicable)I Medley Florida 2018 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE , El Check if project performed with current firm e• Mr.Gomez was the Engineer of record for this 350 linear foot of 8-inch gravity sewer main extension.The design included balanc- ing minimum coverage of the sewer lateral with avoidance of impacts to other utilities.Mister Gomez also served at the Town of Medley's field inspector and representative. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 110 • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) i 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE ` a.TOTAL b.WITH CURRENT FIRM 1 Rodney Carrero-Santana,PE Construction Engineer/Inspector 42 4 1 15.FIRM NAME AND LOCATION(City and State) 1 Snubbs Consulting,Inc.(Miami,Florida) ©Srnibbs, 1 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Bachelor of Science in Civil Engineering;BSCE • State Florida Professional Civil Engineer License;PE • Master of Science in Business Administration;MSBA Safety Engineering Certification,US Army DARCOM;SEC 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training.Awards,etc.) i • Green Building Certification Institute,Leadership in Energy and Environmental Design;LEED AP ASFPM Certified Floodplain Manager,Board of Regents,United States;CFM 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sanitary Sewer Evaluation Survey(SSES)Cycle 2,Phase 3 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Medley,Miami-Dade County,Florida Ongoing(2022) N/A a. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Q Check if project performed with current firm Project.Manager for this SSES Phase 3,which covered 17 pump stations in the Town of Medley. The project focused on implementing the rehabilitation plan from the previous SSES and re-measurement to verify compliance. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED I Florida International University MMC SSES Cycle 3 Plan B Phase II PROFESSIONAL SERVICES CONSTRUCTION(if applicable), Miami,Florida 2021 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm' b. Snubbs was directed to analyze FIU Sanitary Sewer systems at the Biscayne Bay and Modesto Maidique Campuses to update the previously submitted the SSES report by another engineering company by evaluating the MH's,potential cross-connections,conduct smoke testing among other analyses after repairs to verify compliance. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED i Public Works Department PROFESSIONAL SERVICES CONSTRUCTION(if applicable)I North Bay Village,Florida 2017 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.).AND SPECIFIC ROLE 0 Check if project performed with current firm , C. Public Works Director Consulting Services for this Village.As the Director his responsibilities include administration&oversight of the day to day operations,management,of the Public Works Department&Capital Improvement Projects.The areas of work included full time management of personnel,water utility&sanitary sewer utility. • (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED i Town of Golden Beach Capital Improvement Program(Streetscape,Storm PROFESSIONAL SERVICES CONSTRUCTION(if applicable)) Drainage and Utility),Town of Golden Beach,Florida 2015 N/A '(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 0 Check if project performed with current firm, - d. Director of Construction Services,Mr.Carrero-Santana was responsible for the Construction Management Services for this project that included the adherences to OSHA regulations during the construction of storm drainage improvement system,existing pump station upgrades and modifications,outfall connections,water main replacement including valves and appurtenances,fire hydrants, and roadway/right-of-way restoration,and others related work as shown on the plans. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 1 Sub Areas 701,702&703 Waste Water Pump Stations,Force Main and Gravity PROFESSIONAL SERVICES CONSTRUCTION(if applicable)1 Collection System Installation,Town of Medley,Florida 2009 N/A 3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND.SPECIFIC ROLE 0 Check if project performed with current firm i e. Director of Construction Services,Mr. Carrero-Santana was responsible for the Construction Management Services of the gravity sewers extended along NW 134th Street and NW 113th Avenue.In addition,for the construction of the pump station serving all of . the properties along the NW 134th Street,NW 113th Avenue and NW 138th Extension. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Alicia Gonzalez Senior Public Involvement Officer 29 23 115.FIRM NAME AND LOCATION(City and State) Media Relations Group,LLC (Miami,Florida) 000 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) ! • Bachelor of Science,Telecommunications,University of Florida,1992 N/A 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Public Information Outreach Services for Right of Way and Facilities PROFESSIONAL SERVICES CONSTRUCTION(!applicable) Construction Projects,Miami,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I✓I Check if project performed with current firm a. Media Relations Group,LLC(MRG)was contracted by the City of Miami Beach to provide Public Relations and Community Involvement services for this contract.Mrs.Gonzalez is responsible for overseeing MRG staff for this project.Responsibilities will include developing public involvement plans in close coordination with the City's Neighborhood Affairs Division staff,developing project-related informational materials,collateral production(English/Spanish)and communicating project information and addressing citizen/stakeholder concerns,among other tasks throughout the life of this 3-year contract. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of Miami Beach Design/Build Services for 54"Redundant Sewer Force PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Main Project,Miami,Florida N/A 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm The City of Miami Beach Public Works Department and David Mancini and Sons began the construction of this project with the b. installation of 54-inch sanitary sewer main in the South of Fifth Neighborhood(SOFNA)in 2015.This project involved infrastructure and roadway improvements,which were effectively relayed to those homeowners/property owners and business(including Joe Stone Crabs and SOFNA)affected by the improvements project.Mrs.Gonzalez oversaw MRG staff who were responsible for the development of a Public Information Plan,preparing and reviewing media-related information and developing emergency communications.She has also served as an interim PIO during emergency situations and manages the PI staff for this project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of Miami Beach Central Bayshore South Neighborhood Improvement PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Project,Miami,Florida N/A 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm • The City of Miami Beach Office of Capital Improvement Projects and Ric-Man International Inc.(Design/Build Firm)began the design of The Central Bayshore South Neighborhood Improvements Project in June 2016 and construction in early 2017. The c. project scope included utility improvements,a new water main and services,the design and construction of an interconnected drainage system to include new piping,catch basins,and manholes.Additionally,the project included the construction of a new stormwater pump station and the replacement of existing fire hydrants with new installation of fire hydrants. The project also entailed the complete reconstruction of roadway within the project limits.Mrs.Gonzalez oversaw MRG staff who were responsible for attending project-related coordination meetings,bi-weekly project progress meetings,developing informational materials including fact sheets and weekly advisories,addressing the concerns of stakeholders,developing,and maintaining a stakeholder contact and issues log and coordinating emergency communications. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of Miami Beach,Public Works Department,Sanitary Sewer Rehabilitation 'PROFESSIONAL SERVICES CONSTRUCTION(if applicable) ! Project(SSES),Miami Beach,Florida N/A 2015 d. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Mrs.Gonzalez oversaw the public involvement for this project.MRG PIO staff was responsible for communicating construction information to the residents and businesses as well as meeting with them one-on-one to further explain impacts and mitigation efforts.This project was a Citywide sanitary sewer improvements project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami-Dade Water and Sewer Department(MDWASD)Government Cut Utility PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Relocation Projects Design/Build,CMIT,Miami,Florida N/A 2013 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm e. Mrs.Gonzalez oversaw the public involvement for all these projects as a department liaison to the project manager,Department of Public Affairs Manager Adriana Lamar and Isaac Gutierrez.She attended all progress meetings and worked daily on public involvement strategies and notifications as necessary.She prepared a Community Awareness Plan(CAP)and fact sheet for the project. City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects I RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 112.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Jeanette Gorgas Senior Community Outreach Specialist 25 8 i 15.FIRM NAME AND LOCATION(City and State) • Media Relations Group,LLC (Miami,Florida) 000 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) 1 • Bachelor of Arts,Professional Studies/Specialization in Public N/A Administration,Barry University,Miami Shores,Florida,2005 • Associates of Arts in Comm.,Miami-Dade Community College, Miami,Florida,1995 .18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) 1 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Public Information Outreach Services for Right of Way and Facilities PROFESSIONAL SERVICES CONSTRUCTION(if applicable) j Construction Projects,Miami,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm Media Relations Group,LLC(MRG)was contracted by the City of Miami Beach to provide Public Relations and Community Involve- s' ment services for this contract.Mrs.Gorgas was the Lead Public Information Liaison on this contract.Responsibilities include developing public involvement plans in close coordination with the City's Neighborhood Affairs Division staff,developing proj- ect-related informational materials,collateral production(English/Spanish)and communicating project information and addressing citizen/stakeholder concerns,among other tasks throughout the life of this 3-year contract. (1)TITLE AND LOCATION(City and State) - (2)YEAR COMPLETED PROFESSIONALSERVICES CONSTRUCTION(if applicable) City of Miami Beach Design/Build Services for 54"Redundant Sewer Force Main Project,Miami,Florida N/A 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE . El Check if project performed with current firm The City of Miami Beach Public Works Department and David.Mancini and Sons began the construction of this project with the installation of 54-inch sanitary sewer main in the South of Fifth Neighborhood(SOFNA)in 2015.This project involved infrastructure and roadway improvements,which were effectively relayed to those homeowners/property owners and business (including Joe Stone Crabs and SOFNA)affected by the improvements project.Mrs.Gorgas also coordinated and logged b• resident/property owner meetings,responded to all resident inquiries after responses were approved by the City project team and kept a log of resident/property owner issues and concerns as well as maintained a project contact database.Mrs.Gorgas was the lead PI Liaison on this contract and coordinated and administered distributions of project advisories(eblasts,door hangers, flyers,and alerts).As Public Information Liaison on this City of Miami Beach contract,Mrs.Gorgas was responsible for attending project-related coordination meetings,bi-weekly project progress meeting,monthly homeowner association meetings,developing informational materials including fact sheets and weekly advisories,addressing the concerns of stakeholders,stakeholder one on one meetings to discuss roadway elevation and private property harmonization,obtain and coordinate license agreements from property owners and coordinating emergency community. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of Miami Beach Central Bayshore South Neighborhood Improvement PROFESSIONAL SERVICES CONSTRUCTION(if applicable) i Project,Miami,Florida N/A 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND.SPECIFIC ROLE El Check if project performed with current firm The City of Miami Beach Office of Capital Improvement Projects(CIP)and Ric-Man International Inc.(Design/Build Firm)began the design of The Central Bayshore South Neighborhood Improvements Project in June 2016 and construction in early 2017. The project scope included utility improvements,a new water main and services(Prairie Ave from 34 Street to Dade Boulevard),the design and construction of an interconnected drainage system to include new piping,catch basins,and manholes.Additionally, the project included the construction of a new stormwater pump station and the replacement of existing fire hydrants with c. new installation of fire hydrants(Prairie Avenue from Dade Boulevard to W.34 Street). The project also entailed the complete reconstruction of roadway within the project limits,raising the roadbed and minimum road crown elevations to 3.70 feet NAVD (North American Vertical Datum 1988),driveway harmonization,a multi-use bike path along the west side of Meridian Avenue from Dade Blvd to 28 Street,designated bike lanes along Prairie Ave from 28 to 34 Street,sidewalk replacements where required,street lighting,tree mitigation and landscape improvements along 28 Street.As a Public Information Liaison on this City of Miami Beach contract,Mrs.Gorgas was responsible for attending project-related coordination meetings,bi-weekly project progress meetings, developing informational materials including fact sheets and weekly advisories,addressing the concerns of stakeholders, developing,and maintaining a stakeholder contact and issues log and coordinating emergency communications.Mrs.Gorgas also assisted with preparations and staffed a series of workshops held by the city to bring awareness to their resiliency strategies,RISE Above City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFD 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes Jeanette Gorgas 330 Resume(Cont.) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM 1 Jeanette Gorgas Senior Community Outreach Specialist 25 8 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of Miami Beach SR 907/Alton Road from South of 43 Street to East of PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Allison Road,Miami,Florida N/A 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm The Florida Department of Transportation District Six in 2014 began the design of roadway reconstruction project that ran along d. SR 907/Alton Road from 43 Street to East of Allison Road.MRG served as Public Involvement Consultant on this contract and all public outreach efforts were led by Mrs.Gorgas,including the design and development of a project fact and coordination and distribution of project advisories(door hangers,fliers and alerts),attending project coordination meetings with City Staff,one on one briefings with City Commissioners and or Commission Aides,attending HOA meetings,and project briefings and coordination meetings with Mount Sinai,a key stakeholder along this corridor. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of Miami Beach,Public Works Department,Sanitary Sewer Rehabilitation PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Project(SSES),Miami Beach,Florida N/A 2015 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE l l Check if project performed with current firm This project was a Citywide sanitary sewer improvements project.MRG staff distributed project advisories door-to-door and met with stakeholders to explain the project and level of impact before and during project activities.The MRG PlOs were in the field • e• with crew members as they worked in the City right of way and easements,easing the impact to residents.Field crews performed excavations and repairs on the spot,which at times were very invasive and required coordination with residents.Homeowners were made aware of these activities far in advance in order to minimize the impacts.Mrs.Gorgas served as the day-to-day lead Public Information Liaison for this project and was responsible for communicating construction information to the residents of the area. Other tasks included Project Progress Meetings with the Contractor and City Staff,resident and HOA meeting coordination and development of project materials(construction advisories,e-blasts and project updates). 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFD 2022.122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME - • 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM I Dayana Sanjurjo Community Outreach Specialist 17 2 i 15.FIRM NAME AND LOCATION(City and State) Media Relations Group,LLC (Miami,Florida) 000 16.EDUCATION(DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION(STATE AND DISCIPLINE) I • Associates of Art,International Fine Arts College,Miami,Florida, N/A 2003 • Bachelor of Fine Arts,Interior Design,Art Institute of Fort Lauderdale, Florida,2005 i 18.OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) - 19.RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Public Information Outreach Services for Right of Way and Facilities PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Construction Projects,Miami,Florida Ongoing(2022) N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm . a. Media Relations Group,LLC(MRG)was contracted by the City of Miami Beach to provide Public Relations and Community Involve- ment services for this contract.Mrs.Sanjurjo is the Community Outreach Specialist on this contract.Responsibilities include devel- oping public involvement plans in close coordination with the City's Neighborhood Affairs Division staff,developing project-related informational materials,collateral production(English/Spanish)and communicating project information and addressing citizen/ stakeholder concerns,among other tasks throughout the life of this 3-year contract. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED FDOT District 61-395/State Road(SR)836/1-95 Design-Build Project PROFESSIONAL SERVICES' CONSTRUCTION(if applicable) Miami,Florida N/A Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE . El Check if project performed with current firm Mrs.Sanjurjo is responsible for developing and maintaining a detailed event schedule for all major stakeholders,venues and events b. in the project area and regionally and providing updated information to the project team on a weekly basis;maintaining a master calendar of all public outreach events,meetings,presentations,etc.;developing and maintaining databases and mailing lists;and performing additional relevant duties as required to support the outreach team.Mrs.Sanjurjo also assists the Senior Community Outreach Specialist coordinating monthly stakeholder project meetings and a maintenance of traffic working group meeting that is comprised of local agency representatives. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Town of Medley,NW South River Drive from NW 74 Avenue to NW 72 Avenue PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Roadway and Drainage Improvements Project Miami,Florida N/A Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm C. The Town of Medley began this design/build infrastructure and roadway improvement project in 2019. As an Assistant Community Outreach Specialist,Mrs.Sanjurjo attends stakeholder and client meetings,conducts site visits and door-to-door distribution of project information,and attends progress meetings as part of the outreach efforts for this construction project. (1)TITLE AND LOCATION(City and State) - (2)YEAR COMPLETED . I Miami-Dade Water and Sewer(MD-WASD)SW 117 Avenue(Area N) PROFESSIONAL SERVICES CONSTRUCTION(if applicable) i Miami,Florida N/A 2019 d. (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 1E1 Check if project performed with currentfirm. • Mrs.Sanjurjo assisted the Sr.Community Outreach Specialist with door-to-door outreach efforts for this project which involved the installation of a six-mile 48-inch water line along SW 117 Avenue from the Snapper Creek Canal to SW 152 Street and a 16-inch wastewater line on SW 127 Avenue from SW 88 Street to 108 Street. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED FDOT District 6 Districtwide Communication Programs and Special Projects— PROFESSIONAL SERVICES CONSTRUCTION(if applicable) i Traffic Operations,Miami-Dade and Monroe Counties,Florida N/A Ongoing(2022) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE EI Check if project performed with current firm • Mrs.Sanjurjo assists the Lead Sr.Community Outreach Specialist with the following traffic operations campaign: e. Put it Down Distracted Driving Campaign:Mrs.Sanjurjo assists with the production and distribution of materials designed to inform drivers of the risks associated with distracted driving.Mrs.Sanjurjo helps to create partnerships with various agencies,non-profit organizations and academic institutions and assisted in the planning of partner kick-off meetings to help successfully launch the 2019 campaign. High Bicycle Crash Location Outreach:She assists on this campaign with outreach efforts which promotes bicycle safety and awareness of Florida laws in an effort to reduce the number of bicycle related fatalities,injuries and crashes at specific high-volume location sites. 3 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Eduardo M. Suarez, PSM Chief Surveyor/Principal a.TOTAL b.WITH CURRENT FIRM 36 20 15. FIRM NAME AND LOCATION (City and State) Longitude Surveyors, LLC 16. EDUCATION(Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION(State and Discipline) AA, Miami Dade College(1993) Professional Surveyor and Mapper FL License No. LS6313(2001) 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Florida Surveying and.Mapping Society; Florida Engineering Society; Utility Engineering Surveying Institute 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pennsylvania Avenue froml5 Street to Espanola Way,Miami Beach,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE UI Check if project performed with current firm a. Longitude prepared a Topographic/Tree Survey along Pennsylvania Avenue from 15 Street to Espanola Way and extending fifty(50)feet in all directions at intersections.Mr.Suarez was the Chief Surveyor and Principal in Charge on this project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Fire Flow Improvements No.5,Miami Beach,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b. Longitude performed topographic survey,design of new fire lines in various locations throughout the City of Miami Beach.Mr.Suarez was the Chief Surveyor and Principal in Charge on this project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Euclid Avenue Right of Way from 11th Street to Lincoln Road Miami Beach,FL 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm c. Longitude(LS)performed a boundary,tree and topographic Survey.Mr.Suarez was the Chief Surveyor and Principal in Charge on this project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Citiwide Surveying and Mapping Services,Miami,Beach,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Ongoing dl (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE •Check if project performed with current firm Longitude Surveyors'(LS)scope of services under this contract included topographic and as-built surveys,Geographical Information System(GIS) databases and data sets for the projects in the Public Works Department and Capital Improvement Program.Mr.Suarez is the Chief Surveyor and Principal in Charge on this contract. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 54"Inch Force Main,NW 37th Avenue,Miami-Dade Water and Sewer Dept.Opa-Locka,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm e. Longitude(LS)performed and prepared a route survey and Sub-Surface Utility Engineering Services(SUE).Mr.Suarez was the Chief Surveyor and Principal in Charge on this project. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Resumes E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME 13.ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE a.TOTAL b.WITH CURRENT FIRM ALEJANDRO R.MONTENEGRO SENIOR GEOTECHNICAL ENGINEER 30 7.0 15.FIRM NAME AND LOCATION (City and State) GCES ENGINEERING SERVICES, LLC 1820 N Corporate Lakes Boulevard/Suite 206,Weston, Fl 33326 IF55r4_ 16.EDUCATION (DEGREE AND SPECIALIZATION) 17.CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Master in Engineering(Geotechnical)University of Detroit, State of Florida,#59426 Professional Engineer, Civil Michigan-1991 Engineer. BS in Civil Engineering, University of Detroit, Michigan-1986 18.OTHER PROFESSIONAL QUALIFICATIONS (Publications,Organizations,Training,Awards,etc.) FES-Florida Engineering Society-Miami,Chapter Past President. Awarded Engineer of the year 2010-2011 by the Florida Engineering Society. 19.RELEVANT PROJECTS (1)TITLE AND LOCATION (City and State) (2)YEAR COMPLETED NW 13th Street Phase I Force Main Replacement PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Fort Lauderdale, Florida 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.) AND SPECIFIC ROLE Z Check if project performed with current firm a.Work involved a new force main consisting of a 30-inch diameter approximately 3,400 LF of DIP/HDPE pipe The purpose of this subsurface exploration was to evaluate the subsurface conditions.(i.e.subsoil,rock,and groundwater conditions) along the proposed pipe alignment. Exploratory borings ranging from 10 and 40 feet were drilled to analyze the subsurface conditions and stratums of the underlying layers along the proposed pipe alignment. (1)TITLE AND LOCATION(City and State) ' (2)YEAR COMPLETED Marco Canal Culvert-Headwall Replacement Design at NW 20th Ave, NW PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 19th Ave, NW 18th Ave, NW 171 St,and NW 17th Av, Miami Gardens, FL 2020 b (3) BRIEF DESCRIPTION (Brief scope,size,cost,etc.)AND SPECIFIC ROLE Z Check if project'performed with current firm The project involves the replacement of headwalls and related improvements such as culverts,sidewalk,guard rails, and roadway.The field exploration conducted consisting of five Standard Penetration Test(SPT)borings performed at the headwall and culvert locations. Provided geotechnical design parameters(i.e.unit weights,angle of friction and earth pressure coefficients)for design of temporary shoring system and recommendations for design of the culvert headwalls (1)TITLE AND LOCATION (City and State) (2)YEAR COMPLETED FPL Substation Extension—Sewer Relocation PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Port of Miami, Miami-Dade County FL 2020 (3) BRIEF DESCRIPTION (Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm o.The project involved relining the existing sewer line at the Port of Miami along the north side of the proposed FPL substation extension.The new sewer line was about 261_In.ft. Provided recommendations for pipe installation and trench excavations based on the anticipated construction and boring results. Recommendations included shoring and shielding general procedures,trench backfill,groundwater considerations and allowable bearing pressures. (1)TITLE AND LOCATION (City and State) (2)YEAR COMPLETED Proposed 12-inch PVC Water Main Improvement along Foster Road PROFESSIONAL SERVICES CONSTRUCTION (If applicable) City of Hallandale, Florida 2020 • d (3) BRIEF DESCRIPTION (Brief scope,size,cost,etc.)AND SPECIFIC ROLE Q Check if project performed with current firm The project consisted of the installation of approximately 3,400 LF of 12-inch Polyvinyl chloride(PVC)Water Main along Foster Road from NW 9th Avenue.to NW 4th Avenue, and approximately 2,400 LF of 8-inch PVC water main along NW 9th Street from NW 9th Avenue to NW 8th Avenue, along NW 8th Avenue from NW 9th Street.Provided geotechnical design parameters(i.e.unit weights;angle of friction and earth pressure coefficients,where applicable)for design. (1)TITLE AND LOCATION (City and State) (2)•YEAR COMPLETED Miami Dade County Soil Exploration, Material Testing and Foundations PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Contract-Miami-Dade County, FL 2019 (3) BRIEF DESCRIPTION (Brief scope,size,cost,etc.)AND SPECIFIC ROLE ❑✓ Check if project performed with current firm e. Responsible for managing Miami-Dade County Soil Exploration, Material Testing and Foundations Contract including project management,technical review and quality assurance for a wide variety of geotechnical and construction material testing projects.Prepared geotechnical reports for roadway improvements, sewage pumping stations,force main pipes and buildings supported on conventional shallow footing or on augercast pile foundations. City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 2 • 2 • QUALIFICATIONS OF PROPOSING TEAM 2.2.1. Project Experience ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects-RFQ 2022-122-ND ■ DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team , 2.2 Qualifications of Proposing Firm Relevant Experience Relevant Experience of the Firm 0 Water Booster Pump Stations and Sewage Pumps Stations and \\ cn Inflow and Infiltration Reduction and Sanitary Sewer Evaluation c Nil Surveys E 0. Sample Projects a. and b. L R . OO 01 Li U O IC o c J N rn d i Eo c y x U -a w Referenced Project a• 5 iE rn o Pump Station-0698 Upgrades,Miami,Florida • • • • Miami-Dade Water and Sewer PSIP-Pump Station 076,Miami,Florida • • • Master Pump Station No.3,Design,Permitting,Bidding,and Construction • • • ■ I< Management Services,Miami,Florida Myakka Potable Water Booster Station,Charlotte County,Florida • • • 10 Siesta Key Master Lift Station,Sarasota,Florida • • • . FIU Biscayne Campus-Sanitary Sewer Evaluation Survey(SSES),Miami,Florida • • !: FIU Campus-wide Sewer System Evaluation Survey(SSES),Miami,Florida • • �• ; FIU-Sanitary Sewer Evaluation Survey(SSES)-PSO-428&PSO-621,Miami,Florida • • Sanitary Sewer Evaluation Survey(SSES)Cycle 2,Phase III Medley,Florida • • I Florida International University MMC SSES Cycle 3 Plan B Phase II Miami,Florida • • 11..-4(.., , 1 _ N^' *lib. — ' -- • .. . k4 — it— • f' 101 ........ . 1::;:M Qom" ; • r _, n „ 1\ f f i IA,: ,� i ' i .. . m411111 r am'/ 0 r,, N ,:re,,;,' r rr � ^vr� ra" � I �ir'`n✓ 1.,��. • A': .�Y •- t IV° ftfr ~ t fill ."10 � j �dd� "f/Xl��f 'YY� j7 1 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects,RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 A millm Om 1" AM 1U. Water Booster Pump Stations and Sewage Pumps Stations DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2-Qualifications of Proposing Team-Protect Experience F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency or 10 projects if not specified Complete one Section F for each project) 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Pump Station-0698 Upgrades PROFESSIONAL SERVICES CONSTRUCTION applicable) (if Miami,Florida 2017 2019 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water and Sewer Department Rolando Roque,PE,Project Manager 786-552-8129 Luis Lopez-Blazquez,PE Program Manager 305-962-0572 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations PROJECT TEAM:Ramon Castella,PE;Marlon Medina,PE;Larissa Faria,PE;John Nel,AScT,PMP;Brad Buchanan,PE Stantec was responsible for the engineering analysis and report,design drawings,and specifications for the construction of a new triplex pump station.Existing station is a dry-pit/wet well pump station where the pumps are set below grade and the motors are installed within an at-grade operating building located above the dry well.This station normally pumps directly into the suction side of Booster Station 0522.Engineering services include the design of a new submersible pump station,three new 47 HP submersible . 4 ‘i!.. ' .111,0,. 1 ,. , . . „... pumps,variable frequency drives,magnetic flow meter,automated control valves,control panels,radio telemetry,and electrical upgrades to the station.Automated control valves are designed to direct discharge wastewater to the suction or discharge side of BS iii,.. 0522,this allows for a more efficient operating condition for both BS 0522 and PS 698.Upgrades to this pump station will increase It, : capacity and remove from Absolute Moratorium. e : r.... . c • • . . . Construction Cost:$1,000,000 s w - t . kb , aidi i , ' i :. . AAIht no iv ._ .;1 , :: ) -- —,,,_ .. , 1.......... •Irpiv ilibi,„ . . . A.. 4-It ..0 . ' '' AiN* 4• 4). 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Design,Permitting,Construction Administration 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT QUALIFICATIONS FOR THIS CONTRACT KEY NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. 2 Complete one Section F for each project) 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Miami-Dade Water and Sewer PSIP-PumpStation 076 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2017 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER WASD Capital Projects Juan Curiel,PE, Project Manager 786-552-8399 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations PROJECT TEAM:Ramon Castella,PE;Marlon Medina,PE;Larissa Faria,PE;John Nel,AScT,PMP;Brad Buchanan,PE Stantec provided design services and limited construction services to upgrade PS 076. Upgrades were necessary to meet US- EPA Consent Decree Criteria and increase its capacity.This pump station comprised of a dry-pit and wet well and required the installation of two new dry-pit mounted submersible pumps with 54 Horsepower motors.The existing pump station was retrofitted to accommodate the new pumps and a trolley system for removal of the pumps.The pump station meets a peak demand of 1910 gallons/minute and allows for future connections within its 0.25 square mile basin.Stantec's design and approach to use to the existing structures saved the client approximately$200,000 in costs. Construction Cost: $726,000 Design Fees:$88,000 / r 'r .. ,, .-; 4 • . i A..._ �` tr ..E, t .. ai•a- — ' . . .. Irk' Li.iiirpi:riit. •• , _ _ el s i 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Design,Permitting,and Construction Administration 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT "' NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. - .. Complete one Section F for each project.) 3 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Master PumpStation No.3,Design,Permitting,Bidding,and Construction PROFESSIONAL SERVICES CONSTRUCTION(if g , g, g, applicable) Management Services,Miami,Florida 2014 2015 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Department Eduardo Luis,Project Manager 786-268-5374 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations PROJECT TEAM:Hal Schmidt,PE;John Nel,AScT,PMP;Shana Wygonik,RA,LEED AP Stantec provided design,permitting,bidding,engineering services during construction,and construction management services for a new Miami-Dade Water and Sewer Department(WASD)master pump station in downtown Miami. Master Pump Station No.3 is designed for a current peak hourly flow of 22.5 million gallons per day(mgd) and an ultimate capacity of 29 mgd. The station is over 30 feet deep,which required a coffercell and tremie seal to control groundwater during construction. The pump station is of a multi- level wetwell/dry configuration and includes four 300 horsepower variable speed vertical non-clog pumps with medium voltage motors. The pumps were designed to meet the current peak hourly flow rate with a trimmed impeller and as flows increase,a new larger impeller can be installed in the pumps to meet the ultimate capacity of 29 mgd. The station includes provisions for emergency bypass pumping with installation of submersible pumps in the influent channel. The station also includes a Generator Building which houses one medium voltage generator,bulk diesel storage,and an FPL vault. The station is located within the City of Miami with residential homes and businesses located on either side of the pump station and across the street. To minimize the impact to residents,the design included provisions to minimize sound and odor and architectural features to blend the facility into the surroundings and screen maintenance activities. Significant coordination and review meetings were conducted with the City of Miami to conform to the Miami 21 code requirements and obtain a Warrant for construction of the pump station. The project was awarded the Project of the Engineer by the ASCE Miami Chapter. Stantec provided construction management services for the construction of the pump station. Full time inspection and oversight services were provided by a construction manager. In addition,part-time inspection and oversight services were provided by a civil/ structural inspector and two project administrators. Discipline design engineers provided regular inspections and site visits to verify compliance and resolve unknown conditions and conflicts. Construction Cost: $21,976,500 111F71Fin. a - A Al! , .A !! . l �/ tl — 1 l oapt- t iv. , r,rmig ... of, ' 4....: %- ... '4:L4ft ;:, ____.Ava,.-:, .='t-i ,:3- i , i, I r„ " 4 M I t - s 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Design,Permitting,Bidding,& Construction Management ® City of Miami Beach,Engineering Services for Water 8 Wastewater Systems Projects-RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project) 4 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Myakka Potable Water Booster Station PROFESSIONAL SERVICES CONSTRUCTION(if applicable Charlotte County,Florida 2017 2020 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Charlotte County Thomas Dunn,PE,Project Manager 941-764-4363 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations PROJECT TEAM:Tracy Anderson,PE;Stephen MacEachern,PE,PSM;John Spalding,PE;John Nel,AScT,PMP; Brad Buchanan,PE Charlotte Count's potable water service area of West County is serviced from the Peace River Manasota Regional Water Supply Authority via one 12-inch water main subaqueous crossing of the Myakka River at the westerly County boundary to the Gulf Cove Booster Station,and one 16-inch water main mounted on the deck of the SR 776 south bound bridge lane. The current average day potable water demand in west County is approximately 4 MGD during rainy season and 5 MGD during the winter population season. However,with continued growth,demands are anticipated to reach upwards of 10 MGD per day in this service area. To meet these future demands,Charlotte County Utilities(CCU)decided to locate a new potable water booster pump station adjacent to SR 776 in El Jobean that will increase the flow of potable water across the Myakka River into West County. This will address not only address future customer demands but also increase fire flow requirements. The project included a skid mounted pumping system that needed to function over a wide range of demands with a peak pumping capacity of 6 MGD or approximately 4200 gpm.To allow for this range of demands,a pump speed control system(VFD)was provided for control of the output of the booster station.Three equal sized split-case pumps with 40 HP motors were utilized,two pumps were required to meet the design flow and the third pump was a backup pump.The project also included two chemical feed skids,flow meter and pressure transducers,a chloramine analyzer,and water main piping improvements that connect the new system to the existing 16-inch water main on SR 776. The potable water booster station was installed in a new structure that contained a new vacuum sewer pump station,designed by a different CCU Consultant. Stantec coordinated closely with vacuum sewer designer to ensure the shared onsite generator and electrical feed for both stations was sized correctly. In addition to Stantec's design,permitting,and construction phase services for the potable water booster pump station,services were provided to analysis the potable water hydraulic system model,sizing of the buildings HVAC system for the building, environmental permitting for wetland impacts of the site improvements,and landscape planning for the site. Construction Cost:$855,000 AI . : ,.. \ % it . twit. rt.. 4‘.. s ..IN , IP}_per '� Itl ,-.'r" —A : . _ "Pt Illt a ii _..., ,..: i •25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Sarasota,Florida Prime Consultant-Engineering Design,Permitting,Construction and Landscape planning for the site ® City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 5 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Siesta Key Master Lift Station PROFESSIONAL SERVICES CON pp'cable)N(if Sarasota,Florida 2017 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Sarasota County Glenn Richter,Project Manager 941-861-0566 Gene Allen,Project Manager 941-928-1472 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY a.Water Booster Pump Stations and Sewage Pumps Stations PROJECT TEAM:Tracy Anderson,PE To help maintain water quality,ecosystem health of Sarasota Bay,and mitigate the impact of sea level rise on critical infrastructure facilities,Sarasota County identified the Siesta Key Advanced Wastewater Treatment Plant(AWTP)as nearing the end of its serviceable life—and one that would require significant investment to meet today's stricter Florida Department of Environmental Protection effluent standards.Stantec recommended decommissioning the plant and replacing it with a Master Lift Station to pump raw sewage from the barrier island to a regional wastewater treatment plant located on the mainland. Stantec was retained to provide preliminary and final design services for the new Siesta Key Master Lift Station.There were numerous discrepancies in the estimated flows to the existing WWTP facility,as the existing facility had recycled flows that go through the plant influent and were not accounted for in available flow data. To simulate an extreme hydraulic condition,Stantec worked with County staff to operate all four upstream lift stations to identify the maximum potential flows to the facility and develop the firm capacity and basis of design for the lift station capacity.The Master Lift Station was designed as a quadplex submersible pump station,with two compartment wet wells,each with two submersible pumps. Each wet well includes a 60 hp variable speed pump for dry weather flows and a 200 hp variable speed pumps for peak wet weather flows. The bury depth of the lift station wet well was designed to minimize excavation and dewatering costs and provide service access to the wet wells and pump controls during coastal flooding events. Pump station controls,stand-by power system,and back-up engine driven pumping system were located on top of the pump station structure,which is above the currently projected 2050 sea level. The permanently installed engine driven pumping system is designed with hard-piped bypass connections for all raw sewage influent pipes and discharge force mains for full redundancy of the electrical driven pumps in both wet wells. Construction Cost: $9,500,000 \ ' .. . ..0-. , , ; 7; %':' =1 .— .:. " ..ri*.. t � 1m = t . - ., .p'�v- Y `�i; • M . , 4. • }. w ,� . • 4: 0 I i il, - 0 1 07 1 ,s. �NI1 7F nisi e 11I 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Sarasota,Florida Prime Consultant-Engineering Services 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RED 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 irlik A W • Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER _ (Present as many projects as requested by the agency,or 10 projects.if not specified. Complete one Section F for each project.) 6 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if FIU Biscayne Campus-Sanitary Sewer Evaluation Survey(SSES) applicable) Miami,Florida 2016 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Florida International University Alberto Delgado,Director Facilities 305-348-4036 Construction 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys PROJECT TEAM:Marlon Medina,PE,CFM;Sean Compel,PE,ENV SP; Larissa Faria,PE The Florida International University Biscayne Bay Campus(BBC)is located on Miami's coast overlooking the Biscayne Bay.The location provides students and administrative staff with gorgeous views of the Bay but presents issues to the Campus'sewer system in the form of Inflow and Infiltration(I/I).The sewer system is comprised of a master pump station,two smaller pump stations,and approximately over 8,200 linear feet of gravity pipe.The system operates under a Private Sanitary Sewers Operating (PSO)program from Miami-Dade Department of Environmental Resources Management(DERM),which oversees the operation of the system and has jurisdictional authority under the Miami-Dade Volume Sewer Customer Ordinance(VSCO),part of Chapter 24 of the Miami Dade County Code. In 2016 Stantec developed a Sanitary Sewer Evaluation Survey(SSES)and a Masterplan for the necessary repairs. A site reconnaissance was performed to create an inventory of the entire sewer system. Once a sewer map was created,Stantec worked with local Contractors to televise and smoke the system to identify deficiencies. Stantec also performed flow measurements at each pump station during the wet season and king tide events to approximate the amount of I/I into the system.The aging system grossly exceeded the 5,000-gpd threshold set by DERM. Stantec developed a Masterplan consisting of approximately$1.9million in construction repairs to be implemented in two phases.The recommended repairs included new manholes,pipelining,replacing corroded cast iron pipes,grouting cracked pipe connections,manhole repairs,and a new master pump station. Construction Cost:$140,000 w' '�7r: •i 14. t Pt, fir. • .-. _ ,, Al' . lit iii, Ate 'Jyyj L it . ,,,,, '1; -...�:- 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Services Oil City of Miami Beach Engineering Services for Water ti Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S , KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects,if not specified. Complete one Section F for each project.) 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED FIU Campus-wide Sewer System Evaluation Survey(SSES) PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2013 2014 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Florida International University Danny Paan,Director,Physical Plant 305-348-4005 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys PROJECT TEAM:Ramon Castella,PE;Dave clarke,PE;Marlon Medina,PE;Sean Compel, PE,ENV SP; Larissa Faria,PE The university is served with 8 wastewater pump stations and their tributary gravity systems at its main campus and one pump station at the engineering campus,which together comprise nearly 40,000 lineal feet of gravity collection systems with over 150 manholes. Our company was engaged by the University to conduct a comprehensive Sanitary Sewer Evaluation Survey,following methodologies established by the US-EPA and Miami-Dade DERM for determining the conditions of the sanitary sewer system, designed to maintain them in good operating conditions,eliminate potential sewage overflows,and reduce infiltration and inflow. After a year-long study by evaluating the amount of infiltration entering the gravity pipes,we found that approx. 200,000 gallons per day of infiltration enters the various systems,comprising about 15%of the total flow handled,and costing the University approx. $150,000 per year in sewage treatment and disposal costs. To reduce this cost,and to determine the system's needs,we performed various tasks:Sanitary Sewer System Inventory and Mapping;Pump Station Flow Monitoring;Night Time Flow Isolation;Smoke Testing of main pipes and laterals;Internal Televising of main lines and laterals;and finally prepared a Report,containing all findings, presenting conclusions/recommendations,and including estimates of the repair costs,and their priority rankings. Construction Cost:$2,000,000 ..� • • , . r - `{ rR V 'ir i �.. 411011. ih*. r.-41,,,, M. .1 . _ ,� I 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT ( (2)FIRM LOCATION(City and State) ( )1)FIRM NAME 3 ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Services ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects,if not specified. Complete one Section F for each project.) 8 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED FIU-Sanitary Sewer Evaluation Survey(SSES)-PSO-428&PSO-621 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2018 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Florida International University Alberto Delgado,Director Facilities 305-348-4036 Construction 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys PROJECT TEAM:Marlon Medina,PE,CFM;Sean Compel,PE,ENV SP;Larissa Faria,PE Florida International University owns and operates its private sanitary sewer system servicing the Modesto Maidique Main Campus. The sewer system is comprised of ten pump stations and approximately over 26,000 linear feet of gravity pipe.The system operates under a Private Sanitary Sewers Operating(PSO)program from Miami-Dade Department of Environmental Resources Management (DERM),which oversees the operation of the system and has jurisdictional authority under the Miami-Dade Volume Sewer Customer Ordinance(VSCO),part of Chapter 24 of the Miami Dade County Code. In 2018 DERM identified two PSOs with excessive Inflow and Infiltration(I/I)which required corrective actions to bring the system into compliance,PSO 428(the Engineering Campus)and PSO 621.Stantec was contracted to perform a Sanitary Sewer Evaluation Survey for each PSO and rehabilitate the sewer system as necessary to bring down the I/I below the allowable 5,000 gallons per day(gpd).Stantec worked with local Contractors to televise,smoke,and identify the deficient areas for each sewer system.Cost effective solutions were implemented early on to significantly reduce the I/I. The initial SSES Report,construction repairs,and a final post-repairs report demonstrating I/I flow measurements below 5,000-gpd were completed within 6 months to meet DERM's 2nd SSES Cycle deadline. In the process of the evaluation Stantec identified an illegal stormwater cross-connection which was re-routed with a new drainage system.A low-lying pump station was identified to be susceptible to significant infiltration through it's poorly constructed top slab,a new water-tight top slab was built to prevent any infiltration into the pump station.Other corrective repairs included lining and grouting leaking manholes,repairing broken cleanouts, and lining broken laterals.Stantec worked diligently with FIU and the selected Contractors to meet the aggressive deadlines set by DERM and correct put the two PSOs in compliance. Construction Cost:$92,000 -. tr ows t+, t '7 r 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a- Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Services 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAMS _ KEY QUALIFICATIONS FOR THIS CONTRACT 4116 NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project) 9 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Sanitary Sewer Evaluation Survey(SSES)Cycle 2,Phase III PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Medley,Florida Ongoing (2022) N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Town of Medley Jorge Soto,Utilites Director 305-525-7075 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys PROJECT TEAM:Tommy Ruiz,PE,CFM;Fernando Gomez,PE,PSM;Rodney Carrero-Santana,PE This SSES Phase 3,which covered 17 pump stations in the Town of Medley. The project focused on implementing the rehabilitation plan from the previous SSES and re-measurement to verify compliance. This objective was met by performing the following functions: • Assisted the Town in selecting the best suited contractor to perform repairs. • Revised rehabilitation schedule to meet County submittal deadline. • Conducted re-measurements by performing night-time flow readings during wet season for each basin with excessive Infiltration/ Inflow(Ill). Prepared SSES Phase 3 report documenting that repairs for all 17 pump stations have been conducted and they are in compliance with best management practices as required by EPA's Sewer System Infrastructure Analysis and Rehabilitation Handbook. Professional Fees $299,980 j ' liiN �,,,1 'w^"p-^-� 3,43 it iil w Qp`.+3• -`" Florida East Coast _._ ... . . _. 1.,1,-.- „ ....._ .;.. , 11=0, --_ ,,, _ , _ •., _ . -... .1,. . 7",'. f. i i . r • �,+� ,,---...... ,,.-A,. 'Icy ..•.. Y -, x • (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Snubbs Consulting,Inc. Miami,Florida Prime Consultant 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND 130 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects if not specified. Complete one Section F for each project) 10 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Florida International University MMC SSES Cycle 3 Plan B Phase II PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2020 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Florida International University Ivan L. Macchi,Project Manager 305-348-4620 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY b.Inflow and Infiltration Reduction and Sanitary Sewer Evaluation Surveys PROJECT TEAM:Tommy Ruiz,PE,CFM;Fernando Gomez,PE,PSM;Rodney Carrero-Santana,PE Florida International University(FIU),Modesto A.Maidique Campus(MMC)operates its own municipal sanitary sewer system. • Snubbs was directed to analyze the Biscayne Bay Campus sanitary sewer systems,to update the previously submitted the SSES report by another engineering company by evaluating the manholes,potential cross-connections,conduct smoke testing among other analyses after new repairs to demonstrate compliance. • Snubbs was directed to analyze the Modesto A. Maidique Campus sanitary sewer systems,to update the previously submitted the SSES report by another engineering company by evaluating the manholes,potential cross-connections,conduct smoke testing among other analyses after new repairs to demonstrate compliance. • Snubbs conducted construction management activities and to verify CCTV activities by the Certified General Contractors Group (The CGC Group). Professional Fees:$72,000 4 _ - ‘.V { ( �^ 1 '' r0.ceL� • - .0.07, 4, .._. .* _ . . 1,. . tt „., .. ...... .v...olik ,, .,.. .., -, .., .4.„...,„ ...,..,0,•...„,. . . . . . ,. , ..,. . -:, , :6, • lamillit 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Snubbs Consulting,Inc. Miami,Florida Prime Consultant 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team , 2.2 Qualifications of Proposing Firm Relevant Experience Relevant Experience of the Firm E II ( ' + Forcemain, Watermain and Gravity Sewer Projects and Trenchless co 31 i . � Technologies for Pipe Installation/Rehabilitation m ni ni �,�• c o sample ''wjects c.,d., e. 10 d a. 0. iv Es o - c o ri c d M v N V mM A' ai 1 U .� Referenced Project 3 0 OC. it _ NW 57th Avenue 54-inch Watermain Improvements,Miami-Dade,Florida 54 • Microtunnel 48-inch PCCP Watermain,Miami-Dade,Florida 48 • • Aurora Prairie Waters Conveyance,Aurora,Colorado 60 • • Water Resources Centralizations Project,36-inch WM Parker,Colorado 36 • • 47th Avenue 16-inch Waterline Replacement,Florida 16 • • • JPA Alton Road(North)20-inch Waterline Replacement,Miami Beach,Florida 20 • • NW 107th Avenue 16-inch Watermain Improvements,Miami-Dade Florida 16 • • Ferndale 20-inch Watermain and 24-inch Forcemain,Delray Beach,Florida 24 • Columbia Power&Water Systems-Long Term Water Supply(36-inch WM),Columbia 36 • North Lee County Wellfield Expansion-36-inch WM,Lee County,Florida 24-36 • • Water Street Tampa Cooling District,Water Distribution Pipeline,Tampa,Florida 30 • 66-inch Forcemain to South District Wastewater Treatment Plant,Miami-Dade,Florida 66 • • • West River Interceptor Overflow Pump Station and Forcemain,Tampa,Florida 20 • • • NW 107th Avenue 36-inch Forcemain NW 7th Street to NW 25th Street,Miami-Dade, 36 • • Florida Redundant 36-inch Transmission Force Main along Snake Creek Canal,Miami-Dade, 36 • • • Florida Caloosahatchee River Crossing-Reclaimed Water Horizontal Directional Drill 24 • • • Cape Coral,Florida Siesta Key Force Main and Finished Water Lines Siesta Key,Florida 24 • • • NW 47th Avenue 8/10-inch Gravity Sewer Replacement 10 • Clems Branch Pump Station,24-inch Gravity Sewer,and Force Main Charlotte,North 24 • Carolina Morning Creek Gravity Sewer Replacement Fulton County,North Carolina 24 • Paradise-Whitney Interceptor Project Las Vegas,Nevada 54 • • 210 Avenue Trunk Utilities Contracts 3A&3 Calgary,Alberta 24-78 • West Pine Creek Sanitary Trunk-Part 2 and West MacLeod Feedermain 60-70 • Calgary,Alberta Nose Creek Sanitary Trunk Sewer Upgrade-Phase A,Calgary,Alberta 72-106 • • 3 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Force Mains and Water Mains DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified. Complete one Section F for each project) 11 " 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED NW 57th Avenue,54"Water Main PROFESSIONAL SERVICES CONSTRUCTION(if p Miami,Florida 2013 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade County Water&Sewer Carlos Benavides,Project Manager 786-268-5285/786-552-4351 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY c. Force Mains and Water Mains PROJECT TEAM:Ramon Castella,PE;Dave Clarke, PE,CFM;Tracy Anderson,PE;Anil Dean,PE;Larissa Faria,PE NW 57th Avenue is a major six-lane divided FDOT urban arterial,which required extensive maintenance of traffic planning for the new transmission main construction.The project consists of installing 1,600 LF of new 54-inch Pre-stressed Concrete Cylinder Pipe (PCCP)water main under a separate JPA contract for MDWASD;connecting to two existing 24-inch DIP water mains(two tapping sleeves and valves),and to one existing 48-inch PCCP water transmission main. Connection to the existing 48-inch PCCP will be made by closing existing butterfly valves to isolate the pipe segment or by the use of 2-to 48-inch line stops assembly.The project includes furnishing and installing Bar Wrapped(C-303)concrete pressure pipe and fittings, 54-and 48-inch diameter butterfly valves and 12- thru 24-inch resilient wedge gate valves,specialty valves and fittings of various sizes for the transmission main;making connection to existing mains with tapping sleeves and valves,PCCP-to-DIP adapters,and solid sleeve adapters;air release and flushing valve outlet assemblies and access manholes. Construction Cost: $3,385,057 elliNphrit,„.,,,....,. A 1Kr i; ,..:j AA • e. , .---i•P'0*c ,_ ,rt, b i .:. i fir• • t P '� 'r.r.r - $ `, `•., , . . , '. didiii 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 12 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Microtunnel 48-inch PCCP Watermain PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami,Florida 2018 2019 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade County Water&Sewer Carlos Benavides,Project Manager 786-268-5285/786-552-4351 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY c.Force Mains and Water Mains PROJECT TEAM:Dave Clarke,PE,CFM;Tracy Anderson,PE;Albert Ruiz,PE As part of the Watermain Installation for Miami Dade Water and Sewer microtunneling shall be completed,approximately 712 linear feet,to install a 48-inch Prestressed Concrete Cylinder Pipe(P.C.C.P.)Watermain under State Road 874 and CSX railroad along SW 117th Avenue.A 72-inch steel casing pipe will be installed for the 48-inch P.C.C.P.tunnel carrier pipe.Stantec was the Engineer of record for the construction shafts and mircotunnel,and responsible for the development of the 60%,90%and final construction specifications and drawings.The launching and receiving shafts are approximately 25-to 30-feet deep.Stantec was also responsible for obtaining permits,reviewing the Geotechnical Data Report(GDR),and providing services during construction. Permit services included reviewing standard technical requirements for various agencies,submitting permit applications,fees,and coordinating with the following permit agencies;Miami-Dade RER-DERM,Miami-Dade Department of Transportation and Public Works,Florida Department of Health,MDX,and CSX.Services during construction included site meetings and inspections,submittals,and field monitoring. Construction Cost: $3,709,719.92 t 1 ,:., .. ii 411 . •� ' .! ) , -' — : ' ittli .... ) t + — 1 .T ' 4. . A // i . .......44„,/ , i! ,43, , / .;• ..,, ._.,...-.-- ,..7„......„...__ - .... _. . , - -:-. .-• , ., , ,c__ .. ...4. ,., ,. , I,, . 1 , . , .- ,: _ *k-- ,.. ... • ._ ,„. ,c:oi ..._ . : . . . --=- rt f _ i, ., . tf.ilirr ) ''. • I� j. `, 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 13 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if Aurora Prairie Waters Conveyance applicable) Aurora,Colorado 2010 2014 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Aurora Steve Fiori,Project Delivery Manager 720-859-4327 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY c.Force Mains and Water Mains PROJECT TEAM:Tracy Anderson,PE Stantec provided early system-wide water resources planning and conceptual engineering services for the project. Stantec provided design and construction phase services for the conveyance system including 5 of the 12 design/construction packages for comprising the $750M (USD) PWP.We were responsible for planning,preliminary design,final design,and services during construction for the $160M (USD), 50-mgd raw water conveyance system.The project is comprised of three 6,000 hp pumping stations and approximately 34 miles of 5-foot-diameter raw water conveyance piping; 11 miles of potable water piping with diameters up to 16 inches,and 15 trenchless crossings(pipeline tunnels)with casing diameters up to nearly 7 feet.The conveyance system included 15 trenchless crossings with diameters up to 7 feet,Pumping Stations 1,2,and 3,Conveyance System Pipeline Segment 1,2,and 3,which crossed major highways,railroads,utility lines,drainages,canals,creeks,irrigation ditches,wetlands,and the South Platte River. Stantec also provided post construction services including warranty management,system-wide operational integration,and system- wide performance optimization for effective operational integration. Following construction,Stantec worked closely with City's operations staff in evaluating conveyance system to enhance energy efficiency with recommendations for improving on pump station wire to water efficiency,for example. Construction Cost$159,340,000 i ,. ,. "' rr r C'r.�:. Al.. r s r "' lyr .....r--•w/J . , rY mr l 1 priiiti i. w;s ., --i-r> e4 at +•~� � ' _ ..... .. ' -may Y ' -- - -I . i:_, -•,-. ,. 4 .44 ' . ...i.r..7.,:1"....4k. . . . _ :.:..s, . 4,... /0 _.,... ... • . . - .10t.::.•: ... .misiaram • . , ... . , 1 �. ,• ` ; ,. ....,... , ,______ ,.... , ...., . ...4 7.'-.7,..7-. •r:....7::!•• 4, ' . .. - 1Y C'. e . . �/ y'.i- - r-` 'ti ♦ .y 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Denver,Colorado Prime Consultant ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. AL Complete one Section F for each project.) 14 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if Water Resource Centralization applicable) Parker,Colorado 2017 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Parker Water and Sanitation District Rebecca Tejada,Water and Sanitation 720-842-4268 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY c.Force Mains and Water Mains PROJECT TEAM:Tracy Anderson,PE Delivered under a progressive design-build(DB)approach and with Overland Construction Company,Stantec started design with the Parker Water and Sanitation District and their owner's representative to provide overall project management and design services. In 2017,construction was completed on one of the project's most pivotal components,the Canyons Pump Station,which conveys flows from the Water,Infrastructure,and Supply Efficiency(WISE)Project's potable water supply to the WISE partnership's 10 participating water service providers,connecting to the northern end of the project.The Canyon's Pump Station boosts WISE flows from the District's pressure zone 2 into zone 3 and features 400-hp vertical turbine pumps designed to convey flows of up to 17.2 MGD.The project's design also included two future greenfield water purification facilities,modifications to eight existing well houses.We designed 45,000 linear feet of AWWA C905 PVC well collection pipeline(ranging in size from 8-to 20-inches),several HDPE pipeline horizontal directionally drilled crossings,and 25,000 linear feet of 36-inch welded steel transmission main pipe to transport the finished water throughout the system. Construction Cost:$35,000,000 ihmes=,..... , , , iir , lic --..•_ ',- "� tom" -f` !y`� fit. ,•. 'I°'" ,�.- qt,' .---r r.. '.Y.y. a,, -:-.1' ,1, ;.< a, s-A .:ter ,- 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Denver,Colorado Prime Consultant ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects;RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Gravity Sewer Systems DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 15 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Clems Branch Pump Station,Gravity Sewer,and Force Main PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Charlotte,North Carolina 2019 2021 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Charlotte Matt Bedford,Project Manager 704-995-7512 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems PROJECT TEAM:Linda Pass,PE Installation of 4,200 linear feet of 16-inch force main,1,500 If of 24-inch gravity sewer and Pump station. As it became clear that an expanding community in North Carolina was outgrowing its infrastructure,community officials organized a call for help.The Stantec team ultimately answered that call for help in designing a bigger pumping station to serve the community's needs. Our team has come alongside the community in the replacement and relocation of the Clems Branch Pump Station with a new four- million gallon per day(4 MGD)pumping station.We provided planning,modeling,surveying,design,permitting,and easements and construction administration.Located on the state line between North Carolina and South Carolina,the existing pumping station is undersized for current development and flows.The 16-inch force main and 24-inch gravity outfall are in an urban area with many existing utilities.The Preliminary Engineering Report(PER)included a range of alternatives considering life cycle costs,expected useful lives of components,maintenance,public perception,and environmental impacts. Construction Cost$7,000,000 r ' it 1 aF i;' ,.f ' rh ilj�t,, t (,!ir,1 l , ,, Sy} i• r rt, ,1l lj T i' 1I z -. e I � . 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Charlotte,North Carolina Prime Consultant 5 City of Miami Beach Engineering Services for Water t:Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. - Complete one Section F for each project.) 16 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED MorningCreek GravitySewer Replacement PROFESSIONAL SERVICES CONSTRUCTION(if p applicable) Fulton County,North Carolina 2019 2021 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Fulton County Department of Public Works Tim Mullen,Project Manager 404-612-9564 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems PROJECT TEAM:Joe Herman,PE The Fulton County Department of Public Works(DPW)owns and operates the sewer system serving the Morning Creek sewer basin, including the gravity sewer collection system,pump station and forcemain.The gravity sewer system consists of concrete sewer pipes, and a combination of brick and pre-cast sewer manholes.The portion of the gravity sewer system pertinent to this project is located within the City of South Fulton in Fulton County,Georgia,from manhole MC45 to manhole MC01 near the Morning Creek Pump Station. Previous CCTV inspections of the gravity sewer system conducted by DPW indicated signs of line deterioration in the sewer lines. DPW has also reported root intrusion into some of the manholes.These and other known deficiencies lead to Inflow and Infiltration(I&I) during wet weather events. It was also reported that the two incoming 24-inch sewer lines discharging to manhole MC45 typically run at half-full during dry weather periods. DPW has requested Stantec to design a new gravity sewer pipe alignment sized to handle the entire flow from upstream manholes. Stantec presented two options for a new gravity sewer pipe alignment. One of the proposed alternatives was an alignment running parallel to the existing sewer line between manhole MC45 and manhole MC01. Wetlands delineation was performed as part of the filed investigation task,and it was determined that the new parallel pipe alignment crosses wetlands.The second proposed alternative was a bypass alignment running further east outside of the wetlands. After Stantec presented the two pipe alignment alternatives mentioned above,DPW decided to proceed with the design of a new parallel pipe alignment. Since the Morning Creek gravity sewer area encompasses a significant area of wetlands,Stantec proposed a hybrid option which involves a 42-inch open cut and pipe burst design sized 42"to reduce the wetland disturbance impact. Additionally,an effort was made to avoid impact on specimen trees. Stantec's Environmental Team identified signs of erosion in certain areas along the gravity sewer line,therefore it was determined that streambank stabilization was required. Streambank stabilization was added to the original scope of work. Recently,Stantec completed a sewer modeling in PCSWM,it is advancing on the Basis of Design,and it is currently working with USACE to facilitate permitting requirements and process. Stantec Fees: $222,534 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Atlanta,Georgia Prime Consultant City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022.122-ND 140 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects if not specified. Complete one Section F for each project.) 17 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if Paradise-Whitney Interceptor Project applicable) Las Vegas,Nevada 2015 2016 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Clark County Water Reclamation District Adam Werner,Project Manager 702-668-8143 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems PROJECT TEAM:Jarah Parke,PE This project consisted of 40,000 linear feet of gravity sewer ranging from 8 to 60 inches in diameter.Jarah managed the preparation of design drawings and specifications and coordinated potholing,CCTV,traffic control,right of way acquisition,and survey.The project included over 1,000 linear feet of 54-and 60-inch-diameter gravity sewer installed via trenchless methods and crossing under an interstate and numerous highly congested intersections.The design for the interceptor included a basis of design report; project deliverables at the 60%,90%,and final design;and engineering services during bid and construction.Stantec also prepared the infrastructure design for a future odor control facility including the design of two access roads,asphalt paving,a 40-foot by 46-foot concrete slab for calcium nitrate tanks and scrubbers with chemical containment area,sumps,housekeeping pads,an 8-foot-high perimeter fence and gate,and site improvements. Construction Cost:$34,100,000 r. „ - lL1I IIIII. .... ,,x; „ , Alk i ' 1 It d tv ♦ L `ems. 3�.4 t �.�',` "'w`' �} ✓ • t .'' a tt, i .#"�•� r �, r !.� j« 1 rid .* ."'.' �1'!i• y gPi 1 :• _� ion; �• }y '. if �,....t �• 1d s J e 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT liMir !' . (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Las Vegas,Nevada Prime Consultant Tampa,Florida 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT .. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 1 8 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED 210 Avenue Trunk Utilities Contracts 3A&3 PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Calgary,Alberta 2012 2014 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Calgary Tanner Fellinger,Project Manager 403-538-6111 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems PROJECT TEAM:Juan Morales,P.Eng Stantec provided detailed design and construction administration services for this major water and sewer project,which is an extension to the 210th Avenue Trunk Utilities Contract 1 project described elsewhere in this proposal.This project included the construction of approximately 5,280 LF of 48-inch diameter PCCP water transmission main and approximately 5,808 LF of 24-to 78- inch diameter steel sanitary sewers pipelines.The water transmissions forms part of a link to loop two major water feedermains in the south end of the City of Calgary.The underground pipeline appurtenances associated with this project included a valve chambers and a pressure reducing valve chamber for connection to an adjacent residential development. One of the major challenges of this project was the installation of the water and sewer infrastructure within a 50 foot deep fill zone. The risk to the integrity of the pipe due to differential settlement was assessed and managed through an extensive fill settlement monitoring program,and ensuring maximum flexibility of the pipe joints to account for such settlement. Stantec assisted the City with preparation of a separate PCCP pipe procurement contract to minimize the overall project schedule and assisted the City with land acquisitions and stakeholder engagement.Construction Cost:$6,499,000 • .t.-..t fin.• '' .:, . ., ....- -,,,,-A- •• • ,.• 'WV' ir",t- •, !t: Nr ' '' •• - N .- . ., , i„ , - ;, •-.-.:A,,-,...Ac..i,z... ,. ...,., , • : N.:, .. . . It, -..,%,...., :ss.,-:,.::.:,._,A ., `,7 • 1;,-"t4-k . ,IN ' , ..:"''.-...: ' ' \.. l'....../,:. '''N N.I'‘\11,.: .:""r''("I'T' : 'te r `�. P. r '3'„ 7� ‘.......... �-�� ♦5 r ,., `.s raw , ' ? • r. S .^ 71 ,q„ 4, , ':,',?:,,,,,, ,, 4 Al (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Calgary,Alberta Prime Consultant 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 19 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED West Pine Creek Sanitary Trunk-Part 2 and West MacLeod Feedermain PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Calgary,Alberta 2015 2016 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER United West Macleod I Lands Limited Garry Barron,Director 403-266-0335 Partnership 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size end cost) CATEGORY d.Gravity Sewer Systems PROJECT TEAM:Juan Morales,P.Eng. Stantec used inter-departmental expertise on microtunneling technology to improve cost efficiency and reduce the overall environmental footprint for the final design stage of these projects. Stantec completed detailed design for more than four kilometers of 60-inches to 70-inches sanitary trunk sewer and two and half kilometers of water feedermain,with construction starting in April 2016.Project costs were front-ended by local developers,as City funding was years away.Stantec collaborated closely with each member of this multi-client team,assisting the developers with community engagement and incorporating City of Calgary preferred materials into our designs. A detailed geotechnical investigation confirmed complicated soil conditions near the intersection of MacLeod Trail and 210th AV SE.This was expected as Stantec had been involved with previous sanitary and storm studies in the area,as well as recent design/ construction of the community of Legacy. Five road crossings and two CP Rail track crossings require a total of 946m of pipe installation with uninterrupted traffic. Each crossing proposes to use the same size concrete jacking pipe for both the sanitary trunk and the feedermain casings so that only one machine will need to be mobilized.In-house experts in microtunneling technology assisted with the final design to ensure cost efficiency and to maximize best practices. Undulating terrain created an extremely deep section of gravity sewer pipe.Stantec preformed a triple bottom line analysis comparing trenchless and conventional construction methods for sections of pipe not related to the roadway and track crossings.At pipe depths greater than 15m the economic impacts of microtunneling were comparable to alternative installation methods.The advantage was found in the reduced overall surface area impacted,and subsequent environmental footprint. Construction Cost:$43,400,893 .a ��iliii� «j . - T/11.4 I v "iiiiiihq/ _ . , 1I111I11111111 ' 111 11 ` fJIiiiiiiii//1111►Illli / .� . A' UJJJIJJfjJIIJJI - Ialb ' .'I iii Lit f v, 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Calgary,Alberta Prime Consultant 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. ,, Complete one Section F for each project.) - -_ 20 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Nose Creek SanitaryTrunk Sewer Upgrade Phase A PROFESSIONAL SERVICES CONSTRUCTION(if p9 applicable) Calgary,Alberta 2018 2020 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Calgary Marissa Mitton,P.Eng. 403-512-3621 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY d.Gravity Sewer Systems PROJECT TEAM:Juan Morales,P.Eng. Stantec conducted meetings and detailed consultations with numerous key stakeholders during design and construction,including community associations,City aldermen,Calgary Zoo,two golf courses,and Calgary Parks. Stantec completed preliminary design,detailed design,and construction administration services for more than four kilometers of large diameter sanitary trunk sewer.The sewer,which varies in size from 72 to 106-inches diameter,is located within the environmentally sensitive Nose Creek valley. Numerous environmental assessments,including an environmental site,historical resources,biophysical impact,and fish habitat assessments,were completed to assist with the route selection. A geotechnical investigation and detailed review of existing utilities and existing and proposed transportation infrastructure was completed to further assist with route selection,including crossings of Memorial Drive,16th Avenue,and Nose Creek. Upon identification of route options,an investigation and comparison of trenchless and conventional construction methods for roadway and creek crossings was completed. An open cut isolation crossing for Nose Creek was used,with tunneled crossings for Memorial Drive and 16th Avenue. The 540-FT long, 10.5-FT diameter Memorial Drive tunnel crossed an inactive landfill,which required the completion of an environmental site assessment and development of a mitigation plan.The tunnel used steel ribs and wood lagging as a primary liner. Glassfibre reinforced polymer mortar pipe(HOBAS)was installed and grouted in place as a permanent liner.The 16th Avenue tunnel was 984-FT long and 7.2-FT in diameter. An in-depth hydraulic analysis,including modeling of the trunk sewer,was completed to confirm design flows and corresponding pipe diameters,and address the potential for project cost savings. Construction Cost:$22,650,413 a \ - - .::7'.•:Tr''' 3 . - '— : . t: t �. ' i ;, ems. I ,1 .it\'. yytsy/ n, \ 1. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Calgary,Alberta Prime Consultant ® City of Miami Beach Engineering Services for Water F.Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Trenchless Technologies for Pipe Installation/Rehabilitation DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 21 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Caloosahatchee River Crossing-Reclaimed Water Horizontal Directional Drill PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Cape Coral,Florida 2021 Ongoing(2022) 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Cape Coral Bill Sperry,PE,Project Manager 239-574-0729 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY e.Trenchless Technologies for Pipe Installation/Rehabilitation PROJECT TEAM:Thomas Nogaj,PhD,PE In 2018,the City of Cape Coral and the City of Fort Myers entered into an interlocal agreement to construct a pipeline across the Caloosahatchee River to transmit reclaimed water from Fort Myers to Cape Coral.The reclaimed water transmission main will reduce discharges to the River while providing more reclaimed water to Cape Coral,which will help to maintain freshwater canal levels during the dry season.This water is used for irrigation purposes and for fire protection purposes. The City of Cape Coral will install a 24-inch pipeline from the Everest Water Reclamation Facility to the river entry point at Horton Park.The pipeline will be installed under the river with an exit point located in the greenspace on San Marcos in Fort Myers.The City of Fort Myers will connect the reclaimed water pipeline from the river exit point at San Marcos in Fort Myers to their South Advanced Wastewater Treatment Facility. The Agreement requires the pressurized reclaimed water main to be capable of carrying a maximum design capacity of 12 million gallons per day(MGD)with a delivery pressure of 100 pounds per square inch(psi)at the Cape Coral EWRF.Per the Agreement,the reclaimed water infrastructure installed by both Cities must be completed and operational by January 15,2023 or earlier. Our team's scope of services includes professional engineering services related to design,surveying,geotechnical services, environmental and regulatory permitting,bidding services and construction services for a pipeline that will enable the City to receive at the EWRF the agreed upon maximum reclaimed water flow from Fort Myers.The design will also include a distribution manifold at the EWRF that connects the new reclaimed water main to the City's public access reuse system(irrigation system)or to the injection well for disposal at the EWRF.Cardno Team evaluated various alternatives for crossing the Caloosahatchee River,including Trenchless Method Alternatives.The horizontal directional drilling(HDD)method was selected for implementation.The HDD method is capable of completing the Caloosahatchee River pipeline crossing.At 7,600 feet this will be among the longest sub-aqueous HDD projects in the world. Stantec Fees:$2,880,000 . _ . ;.. ^� � MAINTAIN FRESHWATER REDUCE DISCHARGESTO '+ -+ ' a3',: CANAL LEVELS THE RIVER \ a 9 I 44. �, , --- .b� PROVIDE RECLAIMED CREATE A BETTER WATER TO CAPE CORAL ENVIRONMENT 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S - KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 22 , 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED North Lee CountyWTP Wellfield Expansion-Phase III-A Hydraulic Modeling, PROFESSIONAL SERVICES CONSTRUCTION(if p y g� applicable) North Fort Myers,Florida 2022 Ongoing 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER North Lee County Utilities Talya Bickle,PE,Project Manager 239-533-8504 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY e.Trenchless Technologies for Pipe Installation/Rehabilitation PROJECT TEAM:Dave Clarke,PE,CFM;Tracy Anderson,PE;Marlon Medina,PE;Stephen MacEachern,PE;John Spalding,PE; Albert Ruiz,PE;Brad Buchanan,PE The North Lee County(NLC)Wellfield consists of 19 production wells-8 on-site wells at the NLC Water Treatment Plant(WTP)and 11 of-site wells—and several miles of raw water transmission mains ranging in size from 10 inches in diameter to 30 inches.The wells are in the Lower Hawthorne Aquifer and have a total production capacity of approximately 9.4 million gallons per day(MGD). Stantec designed all the of-site wells and the raw water mains that convey raw water to the NLC WTP as part of the NLC Wellfield Expansion Phase I and Phase II projects. Stantec was selected for the Phase III WTP wellfield expansion project based on our experience with Phases I and II. Phase Ill will add approximately 22 additional production wells and associated raw water mains to the NLC Wellfield. It is expected to provide an additional 10 MGD of raw water production capacity.The Phase III wellfield expansion will provide the raw water needed for the planned expansion of the NLC WTP to 15.0 MGD.Stantec's services included the hydrogeological services,route evaluations, property acquisition assistance,hydraulic analyses,environmental services,detailed design,permitting,bidding assistance,and construction observation. Construction is underway for the first eight new production wells and approximately 10 miles of raw water main ranging in size from 10 inches to 30 inches in diameter.The work will be constructed in a rural area of northern Lee County with narrow existing right-of- ways and deep roadside ditches that results in narrow shoulders.With insufficient room to install the raw water main outside on the roadway,it will be constructed within the limits of one of the travel lanes.To reduce restoration and impacts to traffic,the new mains will be installed using trenchless drilling methods.There will be two crossings of Florida Water. A 1,000 LF horizontal directional drill(HDD)of a 24 inch HDPE pipe under Popash Creek along with a 1,000 LF HDD of a 24 inch HDPE pipe under Bayshore Creek. An additional challenge encountered during design were the regulatory floodplains and foodways that cover much of the project area.Three of the well sites are in FEMA foodways. These well sites needed to be elevated to protect the wellheads and equipment from flooding.This required a"No Rise Certificate"to demonstrate that the fill placed within the foodway will not result in negative impacts. The construction of the initial proton of the work will be completed under two contracts,one for well drilling,development,and testing and one for the well site civil improvements,well mechanical,and raw water main construction.The well drilling is anticipated to be completed in June 2022 and the well site and pipeline construction is expected to be completed in July of 2023. Project Cost:$16,888,800 .. 25.FIRMS FROM%far C PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) - (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Sarasota,Florida Services City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT . NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 23 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Siesta Key Force Main and Finished Water Lines PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Siesta Key,Florida 2017 2018 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Sarasota County Glenn Richter,Project Manager-Environmental 941-861-0566 Gene Allen,Project Manager Services 941-928-1472 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY e.Trenchless Technologies for Pipe Installation/Rehabilitation PROJECT TEAM:Tracy Anderson,PE;Anil Dean,PE;Jon Pearson,PE Siesta Key is known for its pristine beaches,estate homes,and year-round tourism,so routing and construction of a parallel force main and finished water transmission pipeline on this densely developed and highly urbanized barrier island had to address a number of critical factors including resident quality of life,motorist and pedestrian safety,and limited available right of way for utility construction.Stantec was retained to provide modeling,and preliminary and final design services for the new Siesta Key force main and finished water transmission main.The final selected route traversed a variety of challenging environments,including a crossing of the Intracoastal Waterway,hurricane evacuation routes,established estate home neighborhoods,limited existing roadway rights- of-way,and heavy traffic volumes throughout the year.Stantec identified several potential force main routes as feasible based on these constraints and concerns,and developed planning level cost estimates for each. One critical component to the project was the design and construction of a 3,000 linear foot,24-inch diameter,horizontal direction drill(HDD)of the force main and finished water transmission lines across the Intracoastal Waterway.The parallel HDD crossings of the ICW were pilot drilled through an existing 20-foot utility easement located between two waterfront estate homes using pilot casings installed to 45-feet below ground surface to mitigate potential heave or settlement of the adjacent residential structures. Project Cost:$9,500,117 "'kit. ..).4 kr:: - _ . - • • `• i { \!' \ in.' . . • ! , y '' L y_ , . �"--.-T I ..:.-..•_-.--._'_.0 _ . „_ , ,_ .t, -i.. .4all.- 0 1 017,t..)•1:014( . .. Q III574 1T GE ._... _,, 1...6 • 25.FIRMS FROM SECTIO 7(614T T iWJfil!ii it;.•or}.;v: (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Sarasota,Florida Services ® City of Miami Beach Engineering Services for Water B Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team > 2.2 Qualifications of Proposing Firm Relevant Experience Relevant Experience of the Firm T.. Water Hydraulic Modeling Utilizing the InfoWater Software to Assess 0 `' c the Capacity of a Water Distribution System and Assess the Impacts of Private Development 3 I _ 00Wastewater Hydraulic Modeling Utilizing InfoWorks Software to I o Assess the Capacity of a Wastewater Collection and Transmission ;; i- System c A Projects f. and g. o , a,d .J '0 u 1 c vs r-I. y U G. 6 3 3 7 ro Referenced Project oa' IN �R pLee County Water Utilities Water Master Plan Update,North Lee County,Florida • • • • vPZ b North Lee County WTP Wellfield Expansion-Phase III-A Hydraulic Modeling, ■ ■ • North Fort Myers,Florida Prince William County Water Master Plan,Woodbridge,Virginia • • rtr UCNSB Water,Wastewater and Reclaimed Water Hydraulic Modeling Update • • • Smyrna Beach,Florida Water,Wastewater and Recycled Water System Master Plans,Elsinore Valley Municipal • • • it ..-t Water District,California 4. C City of Evanston Water Distribution Modeling Development and Application • • • a Rockford,Illinois ''” City of Evanston Water Distribution Modeling Development and Application • • • Evanston,Illinois Big Creek Sewer Basin Wet Weather Calibration,Fulton County,Georgia Watershed-Wide Analysis of Mystic River Watershed,Mystic River Watershed, • • ■ Massashusetts West Lynn Sewer Separation Project,Lynn,Massachusetts • • • Vict .1i--%v...< s'17' i-2'-'ri 's• a;-• rik A . re....'"...... wit 40 • b ro ii•__rill . iiik rr— i i 411,- ....„. , . ,,,,i ri-, ,., r 1...11111L....-.4 •litt „....,,......x. i 41111 ' ' ..:;, 1. -— bar= *I 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development. DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Hrm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 24 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Lee County Water Utilities Water Master Plan Update PROFESSIONAL SERVICES CONSTRUCTION(if applicable) North Lee County,Florida 2020 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Lee County Nathan Beals,PMP,Senior Manager 239-533-8157 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development PROJECT TEAM:Tracy Anderson,PE;Fletcher McKinzie,PE The Lee County Utilities Integrated Water Resources Master Plan(IWRMP)was completed in December of 2010 and included an evaluation of potable water systems,reclaimed water systems,and wastewater systems.The plan identified capital improvement and recommendation plans based on existing conditions at the time,for both sustainable water supply and sanitary sewer services.The purpose of this project was to evaluate LCU's potable water system from source to delivery and identify the necessary improvements in the system to meet projected water demands through 2040. Each of the three distinct components(sources,treatment and transmission/distribution)were evaluated for the need for increased capacity.The capacity evaluation determined the improvement projects needed for the system to reliably serve the projected demands.The LCU existing hydraulic model was utilized to assess the transmission/distribution system for piping improvements and assess the options for potential WTP expansions and the impacts on the hydraulics of the transmission/distribution system. The conclusions of these evaluations were a list of Capital Improvement Plan projects for the planning periods 2030 and 2040,along with an associated cost estimate.Stantec Fees: $220,000 't ". .r 7 I t x •f' 4 , ' ~` �. �[�] •S �yJ T I.TIE , Kralltili--'[I f+... • r f ' 1 is " .u. ..` ION L •..r _ ,T x t • " " iI i �� ii{ : .L1 'T�. ,..•a✓v`L s• 1. ,ate ii 1� • 1`• 1 E .•' • ''""''''. illik ''''''.. -1111111111. c 'r�W Legend - !'7. Pt • , ., f III$' - r * Water treatment Plant `' ,'+ - a. , •.:-7 - • staege Tank re Y q. Legend • Auto Flusher /\/ (*sting Water Main * Wate,I,mtment Mt', rn County Boundary ,. • storage tare \ Water Age /\/Ciuing Water Main • B-Spays \ Courts Boundary ,\ e,lB Days \\ CIP Proposed Projects 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Sarasota,Florida Prime Consultant-Engineering Services,and Modeling ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 25 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED North Lee Count WTP Wellfield Ex ion-Phase III-A H draulic Modelin PROFESSIONAL SERVICES CONSTRUCTION(if y pans y g, applicable) North Fort Myers,Florida 2022 Ongoing (2022) 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER North Lee County Utilities Talya Bickle,PE,Project Manager 239-533-8504 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development PROJECT TEAM:Dave Clarke,PE,CFM;Tracy Anderson,PE;Fletcher Mckenzie,PE The North Lee County(NLC)Wellfield consists of 19 production wells-8 on-site wells at the NLC Water Treatment Plant(WTP)and 11 of-site wells—and several miles of raw water transmission mains ranging in size from 10 inches in diameter to 30 inches.The wells are in the Lower Hawthorne Aquifer and have a total production capacity of approximately 9.4 million gallons per day(MGD). Stantec designed all the of-site wells and the raw water mains that convey raw water to the NLC WTP as part of the NLC Wellfield Expansion Phase I and Phase II projects. Stantec was selected for the Phase III WTP wellfield expansion project based on our experience with Phases I and II. Phase III will add approximately 22 additional production wells and associated raw water mains to the NLC Wellfield. It is expected to provide an additional 10 MGD of raw water production capacity.The Phase III wellfield expansion will provide the raw water needed for the planned expansion of the NLC WTP to 15-0 MGD.Stantec's services included the hydrogeological services,route evaluations, property acquisition assistance,hydraulic analyses,environmental services,detailed design,permitting,bidding assistance,and construction observation. LCU's current capital improvements plan includes an expansion of the NLC WTP to increase its capacity to produce 15.0 MGD of finished water. However,the NLC WTP wellfield does not have the production capacity to supply enough raw water to meet the current capacity of the NLC WTP.The raw water deficit will be greater after the planned plant expansion.The InfoWater software was utilized to develop a hydraulic model of the existing NLC WTP wellfield.This software integrates network modeling with geospatial data from ArcGIS. The existing model was updated to include proposed production wells. Design drawings were used to model future extensions of the raw water transmission main and production wells. The existing conditions model included 15 production wells and several miles of raw water transmission main ranging from 10 inches to 24 inches that conveys approximately 9.4 million gallons per day(MGD)of raw water to the WTP.The model was calibrated using flow and pressure data recorded during operation of the wellfield. An additional challenge encountered during design were the regulatory floodplains and foodways that cover much of the project area.Three of the well sites are in FEMA foodways.These well sites needed to be elevated to protect the wellheads and equipment from flooding.This required a"No Rise Certificate"to demonstrate that the fill placed within the foodway will not result in negative impacts. The construction of the initial proton of the work will be completed under two contracts,one for well drilling,development,and testing and one for the well site civil improvements,well mechanical,and raw water main construction.The well drilling is anticipated to be completed in June 2022 and the well site and pipeline construction is expected to be completed in July of 2023. Construction Cost: $16,888,800 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Coral Gables,Florida Prime Consultant-Engineering Sarasota,Florida Services ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER • (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 26 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(if Prince William County Water Master Plan applicable) Woodbridge,Virginia 2015-Ongoing (2022) N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Prince William County Brandon Pfleckl,Director of Asset 703-335-8996 Management&GIS 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development PROJECT TEAM:Alex Cropp,PE Stantec is currently assisting the Authority with a Water Model Development project using infowater software.The goal of this multi-year project(nearing completion) is to build and calibrate a hydraulic model of the Authority's water distribution system with the long-term goal of developing a Smart Water System. Stantec worked with the Authority to develop a Smart Water Vision and Implementation Plan.The visioning defined the Authority's desire to employ a'live'Operational Model that is directly tied into the Authority's various data sources,including GIS,SCADA,Computerized Maintenance Management System(CMMS),and meter data. The Implementation Plan was defined in three primary phases to reach an Operational Model:model development;field testing and calibration;and live data integration.The InfoWater model consists of 2 systems,10 pressure zones,and over 1,180 miles of pipe. As part of the Project,Stantec developed approximately 25 protocols as well as several supporting reports outlining the procedures for data gathering and testing of infrastructure;for the building and updating of a hydraulic model;and,for the calibration and implementation of the final model. Enhancement of the Authority's current hydraulic model and its integration with the GIS will improve modeling capabilities and applications for capital planning,as well as add the means for proactive operations and maintenance decision making. Stantec Fees:$500,000 �" � A. _ R ie :G r Vie is R v4116.16. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME __._._.___....__.__... (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Walnut Creek,California Prime Consultant-Engineering Services 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifcations of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY . QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. ,. - Complete one Section F for each project.) 28 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED UCNSB Water,Wastewater and Reclaimed Water Hydraulic ModelingUpdate PROFESSIONAL SERVICES CONSTRUCTION(if y P applicable) Smyrna Beach,Florida Ongoing (2022) N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of New Smyrna Beach Julie Couillard,PE,Director of Engineering 781-596-2400 x 202 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f. Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development PROJECT TEAM:Michael DuPont,PE; Fletcher McKenzie,PE;Vito Gironda,PE The Utilities Commission,New Smyrna Beach,FL(UCNSB)provides potable water,reclaimed water,and wastewater services to residents throughout the City of New Smyrna Beach and unincorporated area adjacent to the City.The UCNSB's current utility service area encompasses approximately 41.3 square miles,with an estimated population of 53,600. Stantec re-built the potable hydraulic water model from UCNSB's GIS database using InfoWater Pro.The model controls were set up based on input from the Water Production Supervisor and operations,as well as two year of SCADA data for all the pump stations and storage tanks. Demand data was then geographically allocated by spatially joining the City's GIS meter data with two years of monthly usage data from UCNSB's Billing department. The hydraulic model was then calibrated for a 24-hour period simulation and met the planning level goals of within+/-10°%of flow, pressure within+/-10 feet of water(4.33 psi),and tank level within+/-6 feet. Design criteria was developed based state and local standards as well as AWWA(e.g. M19,M31,M32,and M50).The system was then evaluated against the design criteria for existing conditions including peak hour demand and a fire flow evaluation at the maximum day demand conditions. Finally,the near and longer term proposed developments were added into the model with future demands and capital improvement projects were recommended based on meeting the design criteria as well as improving system redundancy and reliability. Stantec Fees: $25,500 ..-•y " 4. Match Point n►' ? . .•; al). .......0. r.v I. fr .s . t .y asra , .r� _ ` • I . M • .. r.1!�.. : 11 3rd Ave \:•.‘ �ti _. S.a ••'1 V. --- ' Y+5 Smith Street . •• ' 6u•Mon M,nPress_ps South Be • . - Glencoe WTP •• �.•:• ••• Exam.;* • rs+o a.: wsa • • .. a• •• _a• 6 n • .s.5o os �•d�`. Match to N. • 5560 o. .•Q•.. paappall. —16 20 n • 6665 oo _�_ ymnrfY .. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJEC -• u „ (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Burlington,Massachusetts Prime Consultant-Engineering Design,Hydraulic Model,InfoWorks, and Construction Oversight ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2 Experience and Qualifications of the Firm and the Team/22.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. • Complete one Section F for each project.) 29 .tii... 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Water System Master Plans,Elsinore ValleyPROFESSIONAL SERVICES CONSTRUCTION(if Water,Wastewater and Recycled y applicable) Municipal Water District,California 2016 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Elsinore Valley Municipal Water District Parag Kalaria,Manager Water Resources and 951-674-3146 Planning 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development PROJECT TEAM:Michael DuPont,PE;Alex Cropp,PE Stantec updated and calibrated the InfoWater water model,InfoSWMM sewer model and constructed a recycled water hydraulic model for EVMWD. The hydraulic water model,containing over 12,800 pipes and over 42,000 connections,was developed in InfoWater directly from the District's GIS.The District's model includes over 810 miles of pipelines,42 pressure zones, 12 wells,73 storage reservoirs,51 booster stations,and 57 pressure regulating stations.The model was calibrated for 24-hour EPS from data collected by the District and for steady state conditions.An Equivalent Dwelling Unit tool was developed to easily evaluate future system evaluations for each pressure zone as new EDU's are added to that particular pressure zone. The model was then modified to run 24-hour extended-period simulations,under average day demands(ADD),maximum day demands(MDD),and MDD plus fire flow demands.The District's existing,future,and build-out system was evaluated using the model to investigate high-and low-pressure locations,pipeline velocities,storage reservoir capacities,booster pump station capacities,and source water capacities. Model results were used as the basis to generate reliability analyses,cost estimates,and a capital improvement program. Stantec Fees: $1,000,000 {_ ' tr ',ire" f.u:_ 11S — IX, +. _. "T_ —I r 1 j - L }t St ,tAl:mi re _.�`` _. -- - y �`^'--'� -4 "ma' s e .. .+-_, 01 ^"�FT x f '= _ u�t�a.. IA We i 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT . (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Walnut Creek,California Prime Consultant-Engineering Services ® City of Miami Beach,Engineering Services for Water&Wastewater Systems Prolects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects if not specified. Complete one Section F for each project.) 30 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Cityof Evanston Water Distribution ModelingDevelopment and Application PROFESSIONAL SERVICES CONSTRUCTION(if P PP applicable) Rockford,Illinois 2014 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Rockford Department of Public Works Kyle Saunders,Water Superintendent 779-348-7371 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development PROJECT TEAM:Michael DuPont,PE;Alex Cropp,PE Stantec,developed,calibrated and applied an"all pipes"computer model of the City's water distribution system using InfoWater.The model represents 162 miles of pipe and includes over 2700 nodes.The Stantec team worked extensively with the City to use their GIS geodatabase of potable water infrastructure as the basis of the model. Detailed representations of three pumping stations and two large standpipes were incorporated to complete the development process,and the resulting model was calibrated against field data obtained through loss-of-head tests,fire flow tests,pump efficiency tests,and continuous pressure monitoring. In 2006,Stantec was selected by the City to convert the steady-state model to an extended period simulation(EPS)tool,and perform additional fire flow,operational,and water quality analyses. In 2009,Stantec designed a Unidirectional Flushing(UDF)program for the City using the City's water distribution system model and the Innovyze UDF Module within InfoWater modeling software.Program goals and flushing parameters were established,and detailed flushing routes were planned to help improve chlorine residual in the pilot area.The model was used to plan an effective and proactive unidirectional flushing program for the City that was executed in the field. Stantec Fees: $175,000 y • . :.. 4r tea. 4ert, y 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Walnut Creek,California Prime Consultant-Modeling 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects,if not specified. Complete one Section F for each project.) 31 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Cityof Evanston Water Distribution ModelingDevelopment and Application PROFESSIONAL SERVICES CONSTRUCTION(if p PP applicable) Evanston,Illinois 2014 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Evanston David Stoneback 847-448-8198 Director-Public Works Agency 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY f.Water Hydraulic Modeling Utilizing the InfoWater Software to Assess the Capacity of a Water Distribution System and Assess the Impacts of Private Development PROJECT TEAM:Michael DuPont,PE;Alex Cropp,PE Stantec provided a well-defined roadmap for actions to support the continued maintenance,management,and development of its infrastructure and human resources for the Rockford Water Division.The Water Utility Master Plan our team developed supported the Division in creating a sustainable and efficient water utility through an asset study and a focus on organizational analysis.The asset study included hydraulic modeling using InfoWater software to identify deficiencies in the distribution system,a review of the overall system supply and anticipated demands,development of a future build-out plan,and a groundwater assessment.Stantec developed a long-term plan for the renewal of the Division's water mains that addressed the short-term deficiencies identified in the distribution system,and a risk-based approach to planning and budget that considered the likelihood and consequence of asset failure. Stantec Fees: $172,000 a I —r— - 1-... i. ---t— a!- tandpipe ,j �. \ i , 8 PS' L. '+ Ir sil � 'r`j�ill'�i Asa ANII I �M - I- �, ■■ ■ OM ill �I�alama �.a' All a / m ■Aatili 111116 . mu IIIINAU II iip .. IIIilpir ili III AI .� _ �� '� I .� Mal.- : UM 11111 . Sta44 ipe 'UP a «sierpm ., �s -. _ 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Walnut Creek,California Prime Consultant-Engineering Services 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects RFD 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 ow rim NI% w Wastewater Hydraulic Modeling Utilizing InfoWorks Software to Assess the Capacity of a Wastewater Collection and Transmission System. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency or 10 projects.if not specified. Complete one Section F for each project.) 32 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Big Creek Sewer Basin Wet Weather Calibration PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Fulton County,Georgia 2021 N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Fulton County-Department of Public Works Terry Peters,Deputy Director 404-612-7485 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY g.Wastewater Hydraulic Modeling Utilizing InfoWorks Software to Assess the Capacity of a Wastewater Collection and Transmission System PROJECT TEAM:Michael DuPont,PE;Vito Gironda,PE The Big Creek basin has an area of approximately 35,000 acres and is the largest basin in the Fulton County collection system.Most basin flows are conveyed by gravity to Riverside Road Pump Station.The flow is then pumped to the Big Creek Water Reclamation Facility(WRF),which has a current permitted treatment capacity of 24 million gallons per day(MGD)with plans underway for expanding the facility to 38 MGD.Ultimately,the Big Creek WRF discharges to the Chattahoochee River upstream of Morgan Falls Dam. There are several waterways and bodies of water located in this basin,including the Chattahoochee River,Big Creek,Hog Wallow Creek,Foe Killer Creek,and Willeo Creek.Fulton County Department of Public Works(FCDPW)has developed an InfoWorks Integrated Catchment Modelling(ICM)sewer collection model of the Big Creek basin and completed the dry flow calibration for 62 flow meters throughout the basin. FCDPW called on Stantec to perform dry weather calibration on eight additional meters for the Cobb-Willeo interceptor and wet weather calibration for all 70 flow meters,using wet weather data previously collected by FCDPW.The final calibrated model for the entire basin replicates the hydraulic and hydrological performance of the collection system under dry and wet weather flow conditions for engineering planning purposes.The scope of work on this project included reviewing the existing InfoWorks model of the Big Creek basin and performing a data gap analysis.Stantec performed an update of the existing ICM sewer attributes based on latest GIS data. During calibration,several flow meters in the sewers located on the floodplains of the Chattahoochee River showed extended high surcharge during large storm events.On reviewing the nearby United States Geological Survey(USGS)Gage data for River stage/ levels for the same time frame,Stantec identified that the high surcharge observed at sewer flow meters coincided with high levels in the nearby river—confirming the river water's/groundwater's ingress into the collection system network.This was supported further by FCDPW's spills data—showing spilling incidents during the same time frame.Our assessment helped FCDPW understand the cause of the issue.Stantec Fees:$232,000 Meter BCO5 Seasonal Variation 0.e Omura Season Glottis'*awn Dorman Sam. • • • 0a • k •s • L� ••z•u• •� : t * .1 ,o 31112016 6/9/201S 9/17/2010 12/26/201S 4/9/2019 7/11/2019 10/22,2019 1/30/2020 9/9/2020 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Atlanta,Georgia Prime Consultant-Engineering Mequon,Wiscosin Services-Hydraulic Model Build and Coral Gables,Florida Calibration 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified Complete one Section F for each project) 33 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED of Mystic River Watershed PROFESSIONAL SERVICES CONSTRUCTION(if Watershed-Wide Analysis y applicable) Mystic River Watershed,Massachusetts 2019-Ongoing(2022) N/A 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Cambridge Department of Public Kathy Watkins,City Engineer 617-349-4751 Works 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY g.Wastewater Hydraulic Modeling Utilizing InfoWorks Software to Assess the Capacity of a Wastewater Collection and Transmission System PROJECT TAM:Michael DuPont,PE;Vito Gironda,PE Over the last two decades,Stantec built a city-wide hydraulic sewer model for the City of Cambridge,MA,that was used to evaluate the combined sewer system performance and to assist with planning for capital projects.The model was built using Infoworks ICM, which has the capability to use rain-on-catchment hydrology with a 2-dimensional terrain grid/surface mesh(2D mesh)for finer spatial resolution of overland flow.To better represent receiving water conditions and urban flood risk,the City of Cambridge added a 2D mesh within its City limits to better characterize flooding. The City received a$350,000 regional Municipal Vulnerability Preparedness(MVP)grant from the State on behalf of the Resilient Mystic Collaborative(RMC),to update the hydraulic and hydrologic model to include the entire Mystic River watershed in the greater Boston area.The hydraulic model covers approximately 42 square miles of watershed with approximately 8,000 catchments and integrates riverine included adding municipal sewer and storm conveyance systems;15 bridges;multiple lakes,storage ponds,and reservoirs. The model also includes operation of the Amelia Earhart dam,which includes 3 locks and 3 pumps that are operated when harbor levels prohibit gravity flow of the Mystic River into the Boston Harbor. The project team utilized the model to generate watershed-area maps to show flooding from riverine-induced water levels and conveyance restrictions under future extreme storm conditions. The team also performed alternative analyses for implementation of active reservoir management,regional green infrastructure implementation,and other conceptual improvements. An online portal was created for the RMC members to view flood results under multiple scenarios.Stantec Fees:$120,000 moossm -4,10".". ... „ ,,,, .. ,. .,:: r 1 __,rsz. A .. 4.4..,4A.,4160*' ' , . .. , .. c` r 'rk -ter" #. . I • - • - -n i j '' U. /d_ '/r •- s ..ti, Y -. ..- 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT lir' (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Boston,Massachusetts Prime Consultant-Engineering Services,Modeling,Flood Mitigation, Hydrologic and Hydraulic Model ® City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects,if not specified. Complete one Section F for each project.) 34 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED West Lynn Sewer Separation Project PROFESSIONAL SERVICES CONSTRUCTIONapp'cable) (if Lynn,Massachusetts Ongoing (2022) Est.2024 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Lynn County-Water and Sewer Commission Anthony J. Marino,PE,Chief Engineer 781-596-2400 x 202 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY g.Wastewater Hydraulic Modeling Utilizing InfoWorks Software to Assess the Capacity of a Wastewater Collection and Transmission System PROJECT TEAM:Michael DuPont,PE;Fletcher Gironda,PE;Vito Gironda,PE The West Lynn Sewer Separation Project was completed as a requirement of the Recommended Plan under a consent decree to reduce CSO occurrences from the Commission's sewer system. The Recommended Plan was based on a skeletonized hydraulic model of the City's sewer system that lacked the detail to support predesign of those improvements. In addition,that model could not effectively support re-evaluation and reconfiguration of an alternative plan that could provide improved water quality benefits at significantly less cost to the City. Critical modeling flaws identified by the project team include insufficient model calibration to reflect actual system conditions and operation,and modeling manhole tops as"lost",resulting in significant loss of water from the modeled system that actually manifests as street flooding. Thus,the Recommended Plan would cost a significant amount of money and would not achieve the level of CSO reduction stipulated in the consent decree. In addition,the Plan would exacerbate recurring street flooding that frequently occurs in parts of the system. To better assess the City's sewer network and potential improvements,a new hydraulic model was constructed in Innovyze's InfoWorks ICM from the City's GIS data,calibrated with meter data,and used to assess the actual performance of the Recommended Plan,explore alternative solutions,and track CSO and street flooding volumes. The model included all sewer pipes and reflected actual operation of the WWTP,measured weir elevations at the overflows,and accurate ground levels at the manholes.To do this,the project team had to fill in significant data gaps,work with City staff to determine numerous system changes that were implemented,and work with the treatment plant O&M contractor to determine how the plant was historically operated in wet-weather. After simulating multiple alternative solutions,a better-performing and lower-cost alternative plan was submitted to the City. Utilizing the alternative plan and issues identified with the previous plan,Stantec is supporting the City with negotiating an updated consent decree. • lart ft t* , = ..„.�� ,�r - ' t n�� u� +tT t • ;;; \Via / ll itsViVfribirig IFNI :K ',ON.'711.' • ♦ 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Stantec Consulting Services Inc. Burlington,Massachusetts Prime Consultant-Engineering Design,Hydraulic Model,InfoWorks, and Construction Oversight 5 City of Miami Beach Engineering Services for Water 8 Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4845-A635-133C6AE569C6 Experience in Public Outreach DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project) 35 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Cityof Miami Beach Central Bayshore South Neighborhood Improvements PROFESSIONAL SERVICES CONSTRUCTION(if y g p applicable) Project, Miami Beach,Florida N/A 2019 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Capital Improvements Kevin Pulido 305-673-7575x2112 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope.size and cost) CATEGORY h.Experience in Public Outreach PROJECT TEAM:Alicia Gonzalez;Jeanette Gorgas Design/Build for construction of various neighborhood improvements for Central Bayshore South.Led PI efforts. Developed fact sheets,weekly advisories,and updates. Provided on-site,door-to-door outreach and stakeholder coordination. Hosted a public meeting and assisted the City with the City's resiliency workshops. RELEVANCE TO THIS CONTRACT: Features: -Public Information -Project Advisories Services: -Advisories/Door to Door A -Communication of construction information -Fliers PlannecProgress Stakeholder meetings Central Barber*Seam -Public Meeting Naighbp.11opdinpo,n...eProton r •`:;` :' tfi Professional Fees:$99,700 �eA:eb.+nm.+ •,d ,.d p. .,. ` ` , ' .f • ,4...1 l>nP.h•Vow I F • 1 tad...,, n...F.k eat4l ban• 1aa� ("'�•.f��''. Nooks • • Prom +tea y e nwkvn 04.nr Nos«fi.w, ` I 1..! 1 Dale Pwkadmw'N'4nw . 1 'J i V ( 1 ••.rI. wa,nheure w�.(.-..1...ord.h,.... !F_. - .-•— • Rams ar.•.4N wtn•,e.s,had mow dl..sw • noway I..ro,.ra • tirm Meters Fv..11ol•4bvad o 1• 1}y.,NAi I.w.•.,t hero.1•,t w boon iw.N Yn.• • Samoa wji a..w..•ohm nywd Oh, PROJECT MAP Schedule k The MIMI Jkag,t rril Ig.n% 11 .1.4p,10.n Iw...Z4:1 LJil ,"w.nt d.,IXi...�n.euk m,•cbw..s...nwt..xa.r 7+ Communication lard,vt....,.m w•tvco. kw met«Mwm.R,.vkwr..nnwr. NC hhar. ln,..n•m....I fan,,a..1..d.n..ld. frarR(Mem p.ddc H..m.e«Wv•. 1;�.1.dq(,,•":1 l.,h M+m r.a wl.l.,•n.(.u,.p{nnd Ains.rnses2 .d ILl1 nnb..n.... 1.. ...,. 1.6'1 J t`ILt nw. ., :,..w.n.l ..r..r.�. ,••w•••• •.r.•'a 1..1 A I.m .& r lwtv+n+ =mo w�r+. ..«..+r••• .. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Media Relations Group,LLC Miami,Florida Public Outreach/Relations City of Miami Beach Engineering Services for Water Si Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 36 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED City of Miami Beach 54-inch Redundant Sanitary Sewer Force Main Installation PROFESSIONAL SERVICES CONSTRUCTION(if , applicable) Miami Beach,Florida N/A 2016 (Area(s)of Expertise:C.Force Main(54")H.Public Outreach) 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Public Works Fabio Angarita,PE,David Manacini and Sons 954-551-2324 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY h. Experience in Public Outreach PROJECT TEAM:Alicia Gonzalez;Jeanette Gorgas The City of Miami Beach began the design and construction of a new 54-inch sanitary sewer pipe line on Euclid Avenue and Washington Avenue from 11 Street to Commerce Street in 2015. The purpose of the project was to provide a redundant system for transporting sewage through the City to the County wastewater treatment plant in Virginia Key. MRG handled public information efforts for Public Works,including advisories,a fact sheet,stakeholder meetings and media coordination. RELEVANCE TO THIS CONTRACT: Features: -54-inch sanitary sewer pipe -Public Information Services: -Advisories -Fact sheet ti -Stakeholder meetings ',• -Media ,,,r,•,, � � ' - Professional Fees: $56,400 • • i • MI t • , l ' t. / • r 4:7 - 4 _ � , V 4 1 - .- • r- FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Public Outreach/Relations Media Relations Group, LLC Miami,Florida 5 City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID: 1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. Complete one Section F for each project.) 37 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Cityof Miami Beach Public Works Department SanitarySewer Evaluation PROFESSIONAL SERVICES CONSTRUCTION(if p applicable) Survey,Miami Beach,Florida 2015 N/A Area(s)of Expertise:C.Force Main(541 H.Public Outreach 23.PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Public Works Luis Soto, PE,Assistant City Engineer 305-673-7080 Department 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY h. Experience in Public Outreach PROJECT TEAM:Alicia Gonzalez;Jeanette Gorgas Prior to the start of construction activities,MRG staff distributed a project advisory door-to-door,and explained the project and level of impact to the residents.The MRG PIOs were in the field with crew members as they worked in the City right of way and easements, easing the impact to residents. Field crews performed excavations and repairs on the spot,which at times were very invasive and required coordination with residents. Homeowners were made aware of these activities far in advance to ensure that they were not inconvenienced in any way. MRG staff continues to work closely with the project team,and assists with communicating construction information to the residents through frequent distribution of advisories and fliers,as well as face-to-face stakeholder meetings. RELEVANCE TO THIS CONTRACT: Features: -Public Information -Project Advisories - Services: -Advisories/Door to Door -Communication of construction information ._.AIM .... -Fliers -Stakeholder meeting Professional Fees: $109,849 .� • L.. 1 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Media Relations Group,LLC Miami,Florida Public Outreach/Relations City of Miami Beach Engineering Services for Water&Wastewater Systems Projects RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience 20.EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. Complete one Section F for each project.) 38 21.TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Miami-Dade Water and Sewer Government Cut Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Miami Beach,Florida N/A 2013 • 23.PROJECT OWNER'S INFORMATION I a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER I Miami-Dade Water and Sewer Department Adriana Lamar 786-552-8087 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT(Include scope,size and cost) CATEGORY h.Experience in Public Outreach PROJECT TEAM:Alicia Gonzalez MRG was responsible for the public involvement for all phases of this project and served as the department liaison to the project managers.Our team scheduled and coordinated team participation during meetings,prepared meeting minutes and responded to all action items as determined by the project administrators.MRG successfully prepared a Public Information Plan(PIP)which served as the living document throughout the project and produced a project fact sheet in accordance with Miami-Dade WASD standards which was distributed to key stakeholders.Throughout the project,MRG was responsible for coordinating periodic project meetings which detailed the latest construction-related activities,future proposed impacts,potential public involvement issues and provided necessary strategies for how outreach efforts would be coordinated.MRG's PIO Alicia Gonzalez acted as a liaison between the county and municipalities and hosted the construction public information meetings for project.This project also required daily interaction with the South Pointe residents and businesses,as well as the City of Miami Beach Engineering and Public Information staff. RELEVANCE TO THIS CONTRACT: Features: -Public Information -Project Advisories Services: -Advisories/Door to Door -Communication of Construction Information -Fliers -Stakeholder Meeting -Public Meeting Professional Fees: $121,000 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Media Relations Group,LLC Miami,Florida Public Outreach/Relations ® City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFC 2022-122-ND DocuSign Envelope ID`1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project.Experience G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26.NAMES OF•KEY 27-ROLE IN THIS,CONTRACT • 28.-EXAMPLE PROJECTS LISTED IN SECTION F PERSONNEL (From,Section E, - (Fill in"Example Projects Key"section below before (From Section E, _ Block 13) • completing table.Place"X"under project key number for Block 12) • participation in same or similar role.) 1 2 , . 3 4 ' 5 6 7 • 8 9 , 10 i. STANTEC CONSULTING SERVICES INC. Ramon Castella,PE,ENV SP Principal in Charge X X X Dave Clarke,PE,CFM Project Manager X Tracy Anderson,PE Pipeline/Conveyance Officer X X Hal Schmidt,PE Pumping Stations Officer X Marlon Medina,PE,CFM Senior Engineer-Water Booster.&Sewer Pumps X .X X X X Stephen MacEachern,PE Senior Engineer-Water Booster&Sewer Pumps X John Spalding,PE Project Enq-Water Booster&Sewer.Pumps X Sean Compel,PE,ENV SP Senior Eng-Inflow&Infiltration/Sanitary Sewer X _X X Larissa Faria,PE,ENV SP Project Eng-Force Mains&Watermains X- X X X X Shana Wygonik,RA,LEED AP Senior Architect X John Nel,AScT,PMP Electrical Specialist X X X X Brad Buchanan,PE Instrumentation&Control Engineer X. .X X SNUBBS CONSULTING,INC. Tommy Ruiz,PE,CFM Senior Enq-Inflow&Infiltration/Sanitary Sewer X X Fernando Gomez,PE Senior Eng-Inflow&Infiltration/Sanitary Sewer X X Rodney Carrero-Santana,PE • Construction Engineer/Inspector X X 29.EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT(FROM SECTION F) . ' 'NO. TITLE OF EXAMPLE PROJECT(FROM SECTION F) • • • Pump Station-0698 Upgrades 6 FIU Biscayne Campus-Sanitary Sewer Evaluation Survey Miami,Florida (SSES)Miami,Florida 2 - Miami-Dade Water and Sewer PSIP-Pump Station 076 7, FIU Campus-wide Sewer System Evaluation Survey(SSES) • Miami,Florida Miami,Florida 3 Master Pump Station No.3,Design,Permitting,Bidding,and. ,8 FIU-Sanitary Sewer Evaluation Survey(SSES)-PSO-428& , Construction Management Services,Miami,Florida PSO-621 Miami,Florida 4 Myakka Potable Water Booster Station .:9. : Sanitary Sewer Evaluation Survey(SSES)Cycle 2,Phase III Charlotte County,Florida Medley,Florida 5 Siesta Key Master Lift Station , .10 ' Florida International University MMC SSES Cycle 3 Plan B Sarasota,Florida Phase II Miami,Florida 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 167 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience G. KEY PERSONNEL.PARTICIPATION IN EXAMPLE PROJECTS 26.NAMES OF KEY 27.ROLE IN THIS CONTRACT 28.EXAMPLE PROJECTS LISTED IN SECTION F PERSONNEL (From Section E, (Fill in"Example Projects Key"section below before completing table.Place"X"under project keynumber for (From Section E, Block 13) P 9 P j 1, Block 12) participation in same or similar role.) 11 12 13 14 15 16 17 18 19 20 k STANTEC CONSULTING SERVICES INC. Ramon Castella,PE,ENV SP Principal in Charge X Dave Clarke,PE,CFM Project Manager X X Tracy Anderson,PE Pipeline/Conveyance Officer X X X X . Hal Schmidt,PE Pumping Stations Officer Anil Dean,PE,GE Trenchless Officer X Larissa Faria,PE,ENV SP Project Eng-Force Mains&Watermains X Thomas Noqaj,PhD Project Eng-Force Mains&Watermains Jarah Parke,PE,PMP Senior Engineer-Gravity Sewer Systems X Joe Herman,PE Senior Eng-Inflow&Infiltration/Sanitary Sewage X Linda Pass,PE Senior Engineer-Gravity Sewer X Juan.Morales,PE Senior Engineer-Gravity Sewer X X X Albert Ruiz,PE Trenchless Engineer X 29.EXAMPLE PROJECTS KEY ' NO. TITLE OF EXAMPLE PROJECT(FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT(FROM SECTION F) 11 NW 57th Avenue,54"Water Main 16 Morning Creek Gravity Sewer Replacement Miami,Florida Fulton County,North Carolina 12 Microtunnel 48-inch PCCP Watermain 17 Paradise-Whitney Interceptor Project Miami,Florida Las Vegas,Nevada Aurora Prairie Waters Conveyance 18 210 Avenue Trunk Utilities Contracts 3A&3 13 Aurora,Colorado Calgary,Alberta 14 Water Resource Centralization 19 West Pine Creek Sanitary Trunk-Part 2 and West MacLeod Parker,Colorado Feedermain Calgary,Alberta 15 Clems Branch Pump Station,Gravity Sewer,and.Force Main 20 Nose Creek Sanitary Trunk Sewer Upgrade-Phase A Charlotte,North Carolina Calgary,Alberta • 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND 168 DocuSign Envelope ID:1A92413D4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26.NAMES OF KEY 27.ROLE IN THIS CONTRACT 28.EXAMPLE PROJECTS LISTED IN SECTION F PERSONNEL (From Section E, (Fill in"Example Projects Key"section below before (From Section E, Block 13) completing table.Place"X"under project key number for. Block 12) participation in same or similar role.) 21 22 23 24 25 26 27 28 29 30 STANTEC CONSULTING SERVICES INC. Dave Clarke,PE,CFM Project Manager X X Tracy Anderson,PE Pipeline/Conveyance Officer X X X X Anil Dean,PE,GE Trenchless Officer X Michael DuPont,PE Hydraulic Modeling Officer/Hydraulic Modeling X X X Engineer-Wastewater Marlon Medina,PE,CFM Senior Engineer-Water Booster&Sewer Pumps X Stephen MacEachern,PE Senior Engineer-Water Booster&Sewer Pumps X John Spalding,PE Project Eng-Water Booster&Sewer Pumps X Thomas Nagai,PhD Project Eng-Force Mains&Watermains X . Albert Ruiz,PE Trenchless Engineer X Jon Pearson,PE Trenchless Engineer X Alex Cropp,PE Hydraulic Modeling Engineer-Water X X X X Fletcher McKenzie,PE Water Hydraulic Modeling Engineer X X , X Vito Gironda,PE,ENV SP Hydraulic Modeling Engineer-Wastewater X Brad Buchanan,PE Instrumentation&Control Engineer X 29.EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT(FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT(FROM SECTION F) I j 21 Caloosahatchee River Crossing-Reclaimed Water Horizontal 26 Prince William County Water Master Plan Directional Drill Cape Coral,Florida Woodbridge,Virginia 22 North Lee County WTP Wellfield Expansion-Phase III-A 27 Prince William County Water Master Plan Hydraulic Modeling,North Fort Myers,Florida Woodbridge,Virginia 23 Siesta Key Force Main and Finished Water Lines 28 UCNSB Water,Wastewater and Reclaimed Water Hydraulic Key,Florida Modeling Update Smyrna Beach,Florida 24 Lee County Water Utilities Water Master Plan Update North 29 Water,Wastewater and Recycled Water System Master Lee County,Florida Plans,Elsinore Valley Municipal Water District,California 25 North Lee County WTP Wellfield Expansion-Phase III-A 30 City of Evanston Water Distribution Modeling Development Hydraulic Modeling,North Fort Myers,Florida and Application Rockford,Illinois 5 City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND 169 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Project Experience G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26.NAMES OF KEY 27.ROLE IN THIS CONTRACT 28.EXAMPLE PROJECTS LISTED IN SECTION F PERSONNEL (From Section E,, (Fill in"Example Projects Key"section below before (From Section E, Block 13) completing table.Place"X"under project key number for Block 12) participation in same or similar role.) 31 32 33 34 35 36 37 38 STANTEC CONSULTING SERVICES INC. Michael DuPont,PE Hydraulic Modeling Officer/Hydraulic Modeling X X X X Engineer-Wastewater Alex Cropp,PE Hydraulic Modeling Engineer-Water X • Fletcher McKenzie,PE Water Hydraulic Modeling Engineer X Vito Gironda,PE,ENV SP Hydraulic Modeling Engineer-Wastewater X X X MEDIA RELATIONS GROUP,LLC. Alicia Gonzalez Senior Public Involvement Officer X X X X Janette Gorgas Senior Community Outreach Specialist X X X 29.EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT(FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT(FROM SECTION F) 31 City of Evanston Water Distribution Modeling Development 35 City of Miami Beach Central Bayshore South Neighborhood and Application Evanston,Illinois Improvements Project,Miami Beach,Florida 32 Big Creek Sewer Basin Wet Weather Calibration Fulton 36 City of Miami Beach 54-inch Redundant Sanitary Sewer County,Georgia Force Main Installation,Miami Beach,Florida 33 Watershed-Wide Analysis of Mystic River Watershed Mystic 37 City of Miami Beach Public Works Department Sanitary River Watershed,Massashusetts Sewer Evaluation Survey,Miami Beach,Florida 34 West Lynn Sewer Separation Project 38 Miami-Dade Water and Sewer Government Cut Project Miami Lynn,Massachusetts Beach,Florida City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 170 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team H.ADDITIONAL INFORMATION 30.PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY.ATTACH ADDITIONAL SHEETS AS NEEDED. Stantec,founded in 1954,provides professional consulting services in engineering,architecture, Stantec facts interior design,planning,landscape architecture,surveying,environmental sciences,project management,and project economics for infrastructure and facilities projects.Our focus is on • We bring you a committed providing innovative solutions respecting local preferences and understanding the myriad team possessing vast local, environmental regulations and design guidelines that affect today's transportation projects.We state-wide,and national manage the project development process proactively,recognizing that successful projects experience,providing require more than just good technical solutions-they must be sustainable economically, you with the best project socially,and environmentally.We pride ourselves on our ability to work with our clients and execution stakeholders to achieve that while supporting cost-effective solutions. • We are ready to begin the work immediately We have been awarded over 50 continuing services contracts for various municipalities • We are committed to including Miami,Miami Beach,Doral,Coral Gables,Golden Beach,Key Biscayne,Cutler Bay, continuing our relationship Palmetto Bay,Pinecrest,Plantation,Sunrise,Davie,Tamarac,Deerfield Beach,Pompano Beach, with the City of Miami Beach Riviera Beach,and West Palm Beach,to name a few.The firm's design and construction management teams have assisted these municipalities in the improvements and reconstruction of their infrastructure systems.This has included projects such as roadway reconstruction and streetscaping,neighborhood improvement projects,storm water collection and pump stations,water distribution,sanitary sewer rehabilitation and replacement, undergrounding of utilities,municipal building facilities,coastal and canal improvements involving resiliency programs,city parks and various studies involving forensic assessment,rate studies,infrastructure forecasting,paving programs and GIS integration. A Deep Bench of Local Experience—We are leaders in conveyance,hydrogeology design,utility financing,operations and maintenance of treatment plants and systems,distribution and storage facilities,and utility asset management using GIS.We have worked with many utilities from conducting infrastructure assessment to replacement of aging and undersized water and wastewater pipelines utilizing open-cut,pipe bursting,and horizontal directional drill.Our experience in design of water distribution and wastewater collection systems includes miles of pipeline in various materials ranging in size from 2-inch thru 64-inches here in south Florida.We offer a specialized integrated team of hydraulic modelers with experience in developing,calibrating,testing,and analyzing computer models that simulate the hydraulics of potable water distribution and wastewater collection systems using infowater and infoworks.We have completed numerous hydraulic models to assist our clients with master planning,capacity evaluation,water quality/age and fire flow.Stantec has completed the design of over 1,000 water and wastewater pump/lift stations,ranging in capacity from 230 gpm to 640,000 gpm,with connected horsepower as high as 94,000 HP.We have partnered with numerous utilities in the assessment,repair,and rehabilitation and design of above ground storage tanks. We have assembled a multi-disciplined team of engineers to address the challenges posed by the project contract. The collaboration of our firms offers the City of Miami Beach extensive relevant design experience,strong local expertise,and effective project management capabilities that can translate from small projects to the larger,more complex projects. Our team can handle a single discipline or multiple disciplines as may be required. We have a tremendous amount of experience working under this scenario,and are prepared to respond promptly to the City's needs. We also understand the importance of creating solutions that get the projects done. Analyzing the scope requirements and looking beyond to understand what is required to achieve a successful project,whether we apply value engineering measures or recommend measures that save the City long-term operational cost,the goal is always to"maximize the value of each project". Special attention to budget and schedule requirements assures that projects are delivered on time&on budget! We are committed to planning the project to meet the budget and schedule constraints.Stantec is an environmentally conscientious company that looks at different ways to incorporate green solutions to common designs. The Stantec team will be able to provide to the City a thoughtfully-assembled,experienced,full-service team,organized and qualified to • address every need of your specific task projects.We offer extensive relevant experience,strong local presence,and effective project management capabilities.We have extensive experience with roadway construction,permitting,environment and regulatory affairs, municipal water and sewer departments. I• 'U HO• 3 •• S . A I E Th.e foregoing is a statement of facts. 131.SIGNATURE _— -----_--r_---___--- ---—_---- ----- 32.DATE M• arch 21,2022 33.NAME AND TITLE Ramon Castella,PE,ENV SR LEED AP-Vice President 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A9248D4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team ARCHITECT- ENGINEER QUALIFICATIONS 1-SOLICITATION NUMBER(If any) 2022-122-ND PART II—GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a.FIRM(OR BRANCH OFFICE)NAME 3.YEAR ESTABLISHED 4.UNIQUE ENTITY IDENTIFIER Stantec Consulting Services Inc. 2012 07-871-9511 2b.STREET 5.OWNERSHIP 901 Ponce de Leon Boulevard Suite 900 . a.TYPE 2c.CITY 2d.STATE 2e.ZIP CODE •Corporation Coral Gables FL 33134-3070 b.SMALL BUSINESS STATUS 6a.POINT OF CONTACT NAME AND TITLE N/A Ramon Castella-Vice President 7.NAME OF FIRM(If block 2a is a branch office) 6b.TELEPHONE NUMBER 6c.E-MAIL ADDRESS (305)445-2900 x 2235 ramon.castella@stantec.com Stantec Inc. 8a.FORMER FIRM NAME(S)(If any) 8b.YEAR ESTABLISHED 8c.UNIQUE ENTITY IDENTIFIER MWH Americas Inc. 1996 08-029-0325 Stantec Consulting Services Inc.(S Douglas,Coral Gables, FL) 2017 08-029-0325 9.EMPLOYEES BY DISCIPLINE 10.PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS • c.Revenue Index a.Function c.No.of Employees a.Profile b.Experience Number Code b.Discipline (1)Firm (2)Branch Code P (See Below) 02 Administrative 3057 17 A06 Airports,Terminals and Hangars,Freight Handling 9 05 Archaeologist 236 0 B02 Bridges 10 06 Architect 906 0 C10 Commercial Building(Low Rise),Shopping Centers 10 07 Biologist 298 0 C16 Construction Surveying 7 08 CAD Technician 623 6 E02 Educational Facilities,Classrooms 10 12 Civil Engineer 2444 26 E03 Electrical Studies and Design 8 14 Computer Programmer 460 1 E09 EIS,Assessments of Statements 10 15 ' Construction Inspector • 291 3 E11 Environmental Planning 10 16 Construction Manager 444 0 El 2 Environmental Remediation 10 • 21 Electrical Engineer 740 4 H07 Highways;Streets;Airfield Paving;Parking Lots 10 23 Environmental Engineer 417 0 106 Irrigation,Drainage 6 24 Environmental Scientist 983 8 L03 Landscape Architecture 8 37 Interior Designer 232 0 R03 Railroad,Rapid Transit 10 38 Land Surveyor 322 0 R11 Rivers;Canals;Waterways;Flood Control 7 42 Mechanical Engineer 629 0 SO4 Sewage Collection,Treatment and Disposal 10 47 Planner,Urban/Regional 290 4 S09 Structural Design,Special Structures 7 48 Project Manager 698 2 S10 Surveying,Platting,Mapping,Flood Plain Studies 8 57 Structural Engineer 763 10 S13 Storm Water Handling&Facilities 8 58 Technician/Analyst 1720 2 T03 Traffic&Transportation Engineering 10 60 Transportation Engineer 217 3 T04 Topographic Surveying and Mapping 5 Other Employees 698 0 W02 Water Resources,Hydrology,Ground Water 10 Total 16468 86 W03 Water Supply,Treatment and Distribution 10 11.ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUES OF FIRM 1. Less than$100,000 6. $2 million to less than$5 million FOR LAST 3 YEARS (insert revenue index number shown at right) 2. $100,000 to less than$250,000 7. $5 million to less than$10 million a.Federal Work 10 3. $250,000 to less than$500,000 8. $10 million to less than$25 million b.Non-Federal Work 10 4. $500,000 to less than$1 million 9. $25 million to less than$50 million c.Total Work 10 5. $1 million to less than$2 million 10. $50 million or greater 12.AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a.SIGNATURE I b.DATE sc:=—_ir.,:__Qaxif March 21,2022 c.NAME AND TITLE Ramon Castella,PE-Vice President AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330(REV.8/2016) 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team ._. _. . - — 1:501.1CITATION.NUMBER Ropy) A RC Fi' jt Et 17—-ENGiNEER QUALWIC*TIONS . _ PART1IT,'pENERALQUALIFICATIONS -- , ..(if a firin has brandroffiCe8;to-mplote,for each specific branch seeking work) 2a, FIRM(ar,Brageh Office)NAME - .YEAR ESTABLISHED'4.UNIQUE ENTITY IDENTIFIER, _Snut;l3s:Cgnitilting;Inc. 2012 45-41408441 • 20. STREET - 5,. OWNERSHIP' . 9020,SW`137th AvenUe',Stiite.250 a.TYPE - - 2q,CITY 2d.STATE 2e.ZIP CODE S Corporation Miami_ ___ , ' FL .33186 b.SMALL BUSINES AV,IS, es. POINT OF CONTACTitiAMEAND TITLE 54133e Rodney Carrerg-Earitane,PE,CFM,LEED AP; 7. NAME OF FIRM(if Btqck 2a b p paacti Office) Senior Associate Director of Civil Engineering 6b:TELEPHONE NUMBER • sc. EMAIL ADDRESS 305-885.:-6400 , rodney.garrerO-saptanagthublos:corn _ ft.:FORMER FIRM NAME(S)Of any) ;8b, YEAR.ESTABLISHED 8c. UNIQUE ENTITY . _ 10'. PROFILE OF FIRM'S'EXPERIENCE- g: EMPLOYEE 'BY DISCIPLINE AND ANNUAL AVERAGE REVENUE FOR LAST 5'YEARS, B.Function 'b Distiplihe c.Winter of Employees a Profile Ekperience .c.Revenue Index bl 'Number. Code - - " (1)FIRM '(2)BRANCH. Cede 'bee belOwl 02 Admirii§tratiye _ , -1 : T03 Traffic&.Trenspcirt:Engineering _5 08 CADD Technician. 2 ' W02 . W Resburcee;Hydrology;Ground W. . 5 1:2 Civil.Engineer ' .g - 48 Project Manager - . 2 - , . . . . _ . , . , . . . - _ . _ . .. . . -- . . : . . - . , . . Other Employees " Total 14 •1' ! 11.. ANNUAL'AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUE§OF FIRM FOR LAST 3 YEARS 1. Less than$100,000, '6. •$2 million to less than$5 million (Insert revenue index number arrfght), 2; $100,609 to le4"iharr$250,0 00. 7. $5 million to less than$10 million, a,Federal Work 1 3: $250;000 to less than$500,000 8: $10 million to less than$25 million b Non Federal Work 6 than-4. . $500;000 to less than$1 million 9: $25 million to less im:$50 million. ; c.Total Work 6 5: $1 Million to less than$2 Million 10.. $50 million.pr greater _ _ 12. falTHORI4ED.REPRESENTATIVE The foreggihg It a statement of facts,_ tY71"?e-fia/17- ' aAL,147 r i b.DATE/7 c.NAME AND TI Rodney o—rerO-Santana,P.,'CFM,LEED AP,Senior Associate Director Of Civil'Engineering 3 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND II DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of.Proposing Team 1. SOLICITATION NUMBER(If any). ARCHITECT-ENGINEER QUALIFICATIONS RFQ 2022-122-ND PART II -GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM(or Branch Office)NAME 3. YEAR ESTABLISHED 4.UNIQUEUENTITYY IDENTIFIER Media Relations Group,LLC • 1999999 2b. STREET 5. OWNERSHIP 14707 South Dixie Highway,Suite 404 a.TYPE 2c. CITYY 2d. STATE 2e. ZIP CODE Limited Liability Corporation Miami FL 331776 b.SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE 7. NAME OF FIRM(If Block 2a is a Branch Office) Alicia Gonzalez 6b. TELEPHONE NUMBER 6c. EMAIL ADDRESS 7866-280-66645 agonzalez@mrgmiami.com 8a. FORMER FIRM NAME(S)(If any) 8b. YYEAR ESTABLISHED 8c. UNIQUE ENTITYY IDENTIFIEI 9. EMPLOYEES BYYDISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a.Function c.Number of Employees a.Profile c.Revenue Index Code b.Discipline (1)FIRM (2)BRANCH Code b.Experience Number (see below) N/A Public Involvement 10 N/A Public Involvement • Other Employees Total 10 11. ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUES OF FIRM FOR LAST 3 YEARS 1. Less than$100,000 6. $2 million to less than$5 million (Insert revenue index number shown at right) 2. $100,000 to less than$250,000 7. $5 million to less than$10 million a.Federal Work N/A 3. $250,000 to less than$500,000 8. $10 million to less than$25 million b.Non-Federal Work 5 4. $500,000 to less than$1 million 9. $25 million to less than$50 million 5. $1 million to less than$2 million 10. $50 million or greater c.Total Work 5 2 AUTHORIZED REPRESENTATIVE • he foregoing is a statement of facts. a.SIGNAT RE b.DATE 3111/22 • c.NAME AND TITLE Alicia Gonzalez,President • • City of Miami Beach/Engineering Services for Water 8 Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2:Qualifications of Proposing Team 1. SOLICITATION NUMBER(If any) ARCHITECT-ENGINEER QUALIFICATIONS Solicitation 2022-122-ND PART II-GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM(or Branch Office)NAME 3. YEAR ESTABLISHED 4. UNIQUE ENTITY IDENTIFIER Longitude Surveyors,LLC 2004 36-4551726 2b. STREET 5. OWNERSHIP 7769 NW 48th Street,Suite 375 a TYPE 2c. CITY 2d. STATE 2e. ZIP CODE LLC Doral FL 33166 b.SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE SBE-AE/SBE-GS/DBE 7. NAME OF FIRM(If Block 2a is a Branch Office) Eduardo M.Suarez,PSM-President/CEO 6b. TELEPHONE NUMBER 6c. EMAIL ADDRESS 305.463.0912 marketing©Iongitudefl.com 8a. FORMER FIRM NAME(S)(If any) 8b. YEAR ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER • 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a.Function c.Number of Employees a.Profile c.Revenue Index Code b.Discipline 1 FIRM (2)BRANCH Code b.Experience Number O (see below) oz Administrative 8 L02 Land Surveying , 6 08 CADD Technician 6 S10 Surveying:Platting;Mapping:Flood Plain Studies 6 15 Field Crew 17 111 Underground Utilities/Subsurface Investigation 6 38 Land Surveyors 3 48 Project Managers 4 103 Geospatial Data Conversion 1 12 Civil Engineer 1 Other Employees Total 40 11. ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES-REVENUES OF FIRM FOR LAST 3 YEARS 1. Less than$100,000 6. $2 million to less than$5 million (Insert revenue index number shown at right) 2. $100,000 to less than$250,000 7. $5 million to less than$10 million a.Federal Work 3. $250,000 to less than$500,000 8. $10 million to less than$25 million b.Non-Federal Work 6 - 4. $500,000 to less than$1 million 9. $25 million to less than$50 million c.Total Work a 5. $1 million to less than$2 million 10. $50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a.SIGNATURE b.DATE 2/15/2022 c.NAME AND TITLE Eduardo M.Suarez,PSM-President/CEO STANDARD FORM 330(REV.7/2021)PAGE 6 3 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team 1.SOLICITATION NUMBER(If any) • ARCHITECT-ENGINEER QUALIFICATIONS PART II-GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a.FIRM(OR BRANCH OFFICE)NAME 3.YEAR ESTABLISHED 4.DUNS NUMBER GCES Engineering Services, LLC 7.0 2b.STREET 5.OWNERSHIP 1820 N Corporate Lakes Boulevard.Suite 206 a.TYPE 2c.CITY 2d.STATE 2e.ZIP CODE LLC Weston FL 33326. b.SMALL BUSINESS STATUS 6a.POINT OF CONTACT NAME AND TITLE CBE/DBE/SBE Alejandro R. Montenegro, P.E. 7.NAME OF FIRM (If block 2a is a branch office) 6b.TELEPHONE NUMBER 6c.E-MAIL ADDRESS 954.440.8623 alexm@gces-usa.com 8a.FORMER FIRM NAME(S) (If any) 8b.YR.ESTABLISHED 8c.DUNS NUMBER • 9.EMPLOYEES BY DISCIPLINE 10.PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a.Function c.No.of Employees a.Profile c.Revenue Index Code b.Discipline b.Experience Number (1)FIRM (2)BRANCH Code (see below) 27 Foundation/Geotechnical Engine 9 S05 Soils&Geologic Studies; Foundati 1 Testing&Inspection Services 2 • • • Other Employees Total 9 3 11.ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUES OF FIRM FOR LAST 3 YEARS 1. Less than$100,000 - 6. $2 million to less than$5 million (Insert revenue index number shown at right) 2. $100,00 to less than$250,000 7. $5 million to less than$10 million a.Federal Work 1. 3.- $250,000 to less than$500,000 B. $10 million to less than$25 million b.Non-Federal Work 1 4. $500,000 to less than$1 million 9. $25 million to less than$50 million c.Total Work 2 5. $1 million to less than$2 million 10. $50 million or greater 12.AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a.SIGNATURE b.DATE Alejandro R. - Montenegro, P.E. ... 12/21/2020 c.NAME AND TITLE Alejandro R. Montenegro/President AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330(REV.3/2013)PAGE 6 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 2 • 2 • QUALIFICATIONS OF PROPOSING TEAM Licenses and Certifications City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFD 2022.122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team > Tab 2. Experience and"Qualifications of the Firm and Team Licenses and Certifications F Stantec-Proof of Authorization State of Florida to Transact Business in the State of Florida Department of State I certify from the records of this office that STANTEC CONSULTING SERVICES INC.is a New York corporation authorized to transact business in the State of Florida,qualified on November 14,2001. The document number of this corporation is F01000005948. I further certify that said corporation has paid all fees due this office through December 31,2021,that its most recent annual report/uniform business report was filed on April 16,2021,and that its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Twenty-second day of February,2022 : NIT' n-7.7."-,-,:t --:Y. , *///aW C,.. Secretary of State Tracking Number:9348184193CU To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertiticateO1Status/Certiff cateAuthentication . TIIC OFFICIAL SITE or THE FLORIDA DEPARTMENT Or BUSINESS & PROFESSIONAL REGULATION F Stantec-Board of Professional Engineers Certification, dprivre=gm. HOME CONTACT US MYACCOUN1 State of Florida ONLINE SERVICES LICENSEE DETAILS 6.47:11 PM 7112/2022 Lloens..Information Applyfor a License. Name: —— STANTEC CONSULTING SERVICES INC.(Pninary Name) .Verify a licensee. . - [ Mato Address: 370 INTERLOCKEN BLVD. 1 SUITE 300 View Food 8 Lodging Inspections BROOMFIELD Colorado 80021 File a Coinplalnt UCense Mailing: 370 INTERLOCKEN BLVD. Continuing Education Course ( SUITE 300 Search ATTENTION:GINA MALONEY I BROOMFIELD CO 80021 • View Application Sfe[ua Find Exam Infommtion License Information _._._ Unlicensed Activlry Search License Type: Registry • RanIC Re0lsby ABtsr=qu.m Involve B Activity License Number:' - 27013 Usf SeariA Status: currant • Licensure Date: • 05/30/2000 •Expires: 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects!RFD 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications • Stantec-Board of Professional -7 (b54 r HOME CONTACTUS' MY ACCOUNT Geology Certification, U1/ State of Florida ONLINE SERVICES LICENSEE DETAILS 347:17PM3/413022 This Is'a business tracking record only. ,Apply Iota License Click here far Information oar ar to veriy that Ihh business Is properly 0censed. verify aiiceniee. Licensee information _ Name: ''STANTEC CONSULTING SERVICES INC.(Orkney Nomel View Foods Ledgmg lnspeitlons 'Male Address: • '370 INTERLOCKEN BLVD SUITE 30a File a Complaint BROOMFIELD Colorado B0021 bounty! OUT OF STATE Cannumg Edi`ratan Course• Beatdi License Locations 1060 ANDREW DRIVE View AppScahan status SUITE 140- WEST CHESTER PA 19380 , ,Find Exam Information Unlicensed Activlb Search, License Information ABET Oetramerl 000ke 8 Achvdy Lier:nso Types '.Geology easiness lnfonnation List Search - ' .Rank: 'Business Info License Number. Status: Current 'Licensure Data: 01M712012' Expires.. ' TIIE OFFICIAL SITE OF THE FLORIDA DEPARTMENT'OF BUSINESS A PROFESSIONAL REGULATION E— Stantec-Board of Professional Landscape Architecture d�"�;,rEcf=drugg, HOME' CONTACT US MY ACCOUNT Certification,State of Florida ONLINE SERVICES• LICENSEE DETAILS 314:41 PM 3/42022 This is a business tracking record only. Aptly roe a Uns cee- Calk here Wormed.foWormed.on hori to verify that this Whims a property licensed. Verity a Licensee Licensee Information -Name: STANTEC CONSULTING.SERVICES INC IPyma,y newel.. View Food Lodging mtpecdons Main Address: 370 INTERLOCKEN BLVD SUITE 200 He a Cemplai n BROOMFIELD Colorado•B0021.. County:- OUT OF STATE Contmtng Eduratlon CouG0• Search License_Meiurg: 370 INTERLOCKER BLVD. Vfei,Apptcehon Status SUITE.300. :BROOMFIELD CO•80021 Find Exam Information Unlicensed Activity Search ' Licepso Information ABBT Oaln@reldtnvoice BAt6niy Licence Type: Landscape Architecture Business Information Let Search Rank: Business Into 'license Number - Status: Current Licensure Date: .041092013 THE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF BUSINESS A PROFESSIONAL REGULATION E— Stantec-Board of Professional Architect Certification, �a f� State of Florida 0 db�rn=soz, NONE CONTACTUS MY ACCOUNT ONLINE SERVICES LICENSEE DETAILS 3,4326 PM3v?O22 This Is O business tracking.record only. • ,Andy fat'a Minnie Ctck here roi information on how to venOy that the[vastness is property Domed. VenN a Licensee Licensee Information View Food BLOON lrtspecliora I Nemec C.STANTECONSULTING SERVICES INC'(PMury Name) Main Address: ONE TOWER SUITE1670', File a composer '2 SOUTH BISCAYNE BLVD MIAMI Florida 33134 Continuing Education, Course County_ .-DADE Seairll. _ - VlewApplicaton Status License Information Find Feain Inlormaaon ' License Type: Architect Business Inforinetion 'Rank "easiness Info_ • Linkenaed Achoity Search -License Number A88T Delinquent hmrade B Aitoty Status: Currant Us1 Sea1N- : Licensure Date: ' 02262013 'Eenges: ® City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications Ron DaSantis,Governor �' Ramon Castello-Board of s;;W:f FBPE Professional Engineers STATE OF FLORIDA mn,ss. rwar�a Certification,State of Florida BOARD OF P O FF IO ENGINEERS THE PROFESSIO itE INI '14 :�h tED UNDER THE PROVISI 5t •'", 'fit x u.'' to .'TUTES r �J� MH.r. 1l - 1 `A I FS {, ky I uc S UMBER e 06%3 ' EXPIRATION DATE:FEBRUARY 28,2023 Always verify licenses online at MyFloddaLicense.com ❑:tlj.,. •r,:;T . Do not alter this document in any form. :J"'r This Is your license.It Is unlawful for anyone other than the licensee to use this document. •Ron De6antis,Governor`' F- Dave Clarke-Board of FBPE- Professional Engineers • 3 e STATE OF FLORIDA Certification,State of Florida BOARD'OF;P'OFESSIO ENGINEERS. E6 ° : • SED UNDER THE • THE PROFESSIO E�'6 EE ° � ' PROVISIO S1 a R 4)3 FF DA3 TUTES i I co G �By � Flkk .- ` '•EXPIRATION DATE:FEBRUARY 28,-2023.._=; ' Always verify licenses online at MyFlorldaLicense.com• . n' f,'_' ' ' . ' Do not alter this.document in anyform.l . ' :•;'7:7-_ I This is your,license It is,unlawful for anyone other thanthe licensee to use this document ; 0.•`'F'4J q T II OFFICIAL SITE OF TIIE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION - Tracy Anderson-Board of Professional Engineers dbprk=lign HOME CONTACT US MYACCOUNT Certification,State of Florida ONLINE SERVICES LICENSEE DETAILS 617.'52 PM 311612022 Licensee Information Applyror a License Name: ANDERSON;TRACY CHRIS tprenary N.me_f 'e+M a IJcensee- Male Address: 6900 PROFESSIONAL PRNWY SARASOTA Florida 34240 View Food&lodgelg Inspections Coup SARASOTA Fie a Complaint Consineng Education Course License Information Seattn license Type: Professional Engineer ViawApyica0on Status Rank Prof Engineer -License Number 77514 Fled Exam Intonation Status: Cunen4Active Unlicensed Activity Seaton. Licensure Date: 05/302014 AS&T Delinquent Invoice&Acimty Expires: 02202023 List Seaton Special Qualifications Qualification Effective Civil 05/30/2014 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 180 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications ffie;i• Ro�DeS nta Govertwar _ \ ; , �- <- Hal Schmidt-Board of ' FBPE Professional Engineers r I, ` 1'' \ .\ ", J \ FLORID,BpARD Or' r -... \ \ 1 ,\ 'L, ` •�'.nYRL4prNLEKMEe. �'z��---','� ��' }'-} STATEOF"FLORIDA•�� ` Certiflcation,StateofFlorida IJ BOARD OF P F SJI- L ENGINEERS THE PROFESSIO I" I E E ED UNDERTHE ,• \ , t ,P,ROVISIO StO¢ � +c TUTES 1, e ) ti_ — f. + ;�+ ' S I� 1DTI'� q - ) R t PR '' • iy EXPIRATION DATE FEBRUARY 28;•2023'- , ' - \' Always verify licenses online.at MyfloridaLicense.comr. ,_ C.,,'s .' Do.not alter this-document in any form.. ' o: -r This is your license:It is unlawful for anyone other than,the licensee to use this document THE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION F Michael Dupont-Board of �i''� Professional Engineers v-it'' � �DPOdM�„Of , HOME CONTACT US MYACCOUN1 Certification,State of Florida • ONLINE SERVICES-J &RWUCENaISEE DETAILS 6:41:4,PMsn62022 Licensee Information APdy in Lk—case 'Name: .DUPONT,MICHAEL TODD(vrteeseNrme) Verify a Licensee Main Address. 1008 PARKTON DRIVE WAUKESHA Wisconsin 53189 View Fooe tt lodging inspections county, • UUI OF MALE Fie a Complaint Contmwp Education Comm License Information _ __T Seartll License Type: Professional Engineer ViewAppicakon Status Rank: • Prof Engineer - , License Number_ 91607 Fuld Event Leemnafwn Status: CurrentActive Unlicensed-Al2mty secret, I.7censure Date: 062212021 ABET DetEnquent Mveica&Artivrty - Expires; 02118f2027 List Search Speeiel Questications Qualification Effective Civil 06122727321 • ---u� bh ILYR 'Ro DeSe t(s,Govemor - '_ - • • <— Marlon Medina-Board of , ' FBPE Professional Engineers Yd �wJr'xyy'�� . `' � FL�oalccvooAUBoq"rRm°tDwF• STATE OF FLORIDA' Certification,State of Florida .- BOARD•OF P 1F SS`yS.'Iok ENGINEERS • THE PROFESSION EE It�, SED UNDERTHE.' PROVISIOtr 3 . P R 71 0 R Ill"a `TUTEES' • ';M Dtg1;N(01.6A' Oc>ESS7� = ., : - . . 7t\1 . ter Fro BM 6-i� * O C `tdi11331c a L� UINBER P.� r52 EXPIRATION DATE: FEBRUARY 28 2023 .' ,. Always verify licenses online.at MyFloridaLlcense.com- ,, .: z--,.•��}}ti ; . ., , ,-'Do not alter,this document in any form. ,- -,' , +t^nr. •n. >This is your licenseat is unlawfulfor anyone otherthan the licensee to use this ddcunie. r 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications TIIE OFFICIAL SITE OF TIIE FLORIDA DEPARTMENT OF BUSINESS d PROFESSIONAL REGULATION F. Stephen Maceachern-Board of Professional Engineers {{ tip. ', rIR12Ut atA trO HOME CON1ACTUS MYACCOUNTT Certification,State of Florida ONLINE SERVICES UCENSEEDETAILS 6:4191.PM 3/162022 Licensee Information Apply tot a license Name: - MACEACHERN;STEPHEN CYRUS meow,Name) Verily eLicensee ,Male Address: 2694 SOUTH.SAN MATEO DR. NORTH PORT Florida 34286' View Food A lodging Inspections County: SARASOTA 'Rte.a Centel-tint Centerline Education Course License Information Search , License Type: Professional Engineer ViewApplicatlan Status Rank: Prof Engineer • License Number, 76020 Find Welt Inpmmaann Status: Current,Aetiee. .Un eo:ie dAdinty Seance. Licensure Date: 05262013 ABUT Delinquent Invok W e&Actty Eires: 021282023 __..._ List Sesrch Special qualifications Qualification Effective Chill `-- 0812112809- INE OFFICIAL sire OF THE FLORIDA DEPARFMEN'I' OF HIISINESS a PROFESSIONAL REGULATION John Spalding-Board of •,,s,`-,� r - - Professional Engineers ,etits.1 db r IgnL �a t� HOME CONTACT US MY ACCOUNT Certification,State of Florida ONLINE SERVICES UCENSEE DETAILS 6.46,30 PM 3/162022 Licensee Information Apply fore_icense .yName: • _SPALDING,JOHN EDWINIPrumry Hems Verity a Licensee Main Address: 6900 PROFESSIONAL PARKWAY EAST View Food BlmgMg,alspeCbns SARASOTA Florida 34240 County: - SARASOTA Fite a Complaint Conimpmg Education Course License Information Search License Type-, Professional Engineer VialvApplrcatron Slants . Rank: Prof Engineer • License Ndmber_ T9618 Find Diem infermainrl - Saes: CurtenlActive .Unycensed Activity Septa Ucensure Date: 07/09/2015 ABUT Delinquent Income&Acavity • Expires, 02/282023 List Searcy Special qualifications Qualification Effective rcm. � 1» Sean Compel-Board of 41-- FBPE ` I' I FLORIDA00AROOF Professional Engineers ,rt'+ a II Faar ,a, Na . Certification,State of Florida STATE OF FLORIDA • BOARD' ENGINEERS ' , . ;a'T 3 - _ THE PROFESSION•f,E,N�GcIN � �D UNDERTNE• . PROV1SIO S`e 4 DAyS ;TOTES . F 0!(2SE� _• • ��---�-I:if - -. Psi I f COC 4y�29}l4SRD` yENU::- .UT C3 A3. FL 33 na "tun ff3ER iP r•" EXPIRATION DATE FEBRUARY 28,2023 . . Always verify licenses online at MyfloridaUcensecom. , . I El _ Do not alter this document in any form. • ' • - _ This is your license.It is unlawful for anyone other than the-licensee to use this document El 3 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022.122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications r L v Ron DeSants Govern I- / ,` — Oscar Bello-Board of v1 F FORIDA BOARD ;. Professional Engineers :« STATE OF FLORIDA J. Certification,State of Florida BOARD OF PESO LENGINEERS ,a THE PROFESSIO N a°fla •I ED UNDERTHE Y' PROViSIO'iS}ar R PT 441 Ft R N TOTES y ,7 f'•4- F.4 I! 'r '* `III fL, t r ..t..-J 1. ?:.T+YJ� 'i \. L �105 � - ��E - � � rt s. 'EXPIRATION liiATC.iiiRYARY 28 2023 ' • Always verify licenses online at MyFloridaLicense.corn:-••:'• , ., .. D6 riOf alter tftis document in any form '''/:jo., r.This is your license.It is,unlawful for anyone'other than.the licensee to use this document � '�tiy RnnDesantis Gcvemar' " - F- Larissa Faria-Board of FBPE Professional Engineers � IIr III'FLORIDA BOAROOF :-- STATE OF FLORIDA' " ' P0.0f" .• .,00F Certification,State of Florida • • - :` ''`'.BOARDOF•P-OFSSSJJON LENGINEERS.' .'-'. •. ' THE'PROFESSIO • EE�ERE1 ED UNDER THE... • A PROVISIO� .r.'r "_AWER'• 'FF OR II' ATUTES— • " 'Jeer r •YF_. nil f'. - q 'RI S �-- 4 turf 1i:ioga6I rS4R ET ��, , > ` •`. - .'" .* o R•t=o 01•'Y,p IOW* - •, - _ •EXPIRATION DATE:•FEBRUARY 28,•2023 - - - , - . Always verify licenses online at MyFloridaLicense.cOln,-, ' . • . O+L;;i O , . Do'not alter Oiis.document l , ' •inanyforni- Ii• • ,- c £- T .;• .o. This is your license'It`i§:unlawful'.foranyone other.th. the licensee. use this document_ TIIE Orr-ICIAL SITC OF TUC FLORIDA DEPARTMENT OF BUSINESS & PROFCSs1ONAL REGULATION e- Thomas Nogaj-Board of Professional Engineers 04.6 d (�:`Jr&ProfR'e a1R= HOME CONTACT US MY ACCOUNT Certification,State of Florida ONLINE SERVICES- LICENSEE DETAILS 6:49:49 PM a/fa/2022 Licensee Information Andy fora License Name: NOGAJ,THOMAS MARK(v4inery Nam; verity a Licemee Main Address:• • 960 STARKEY ROAD ' UNIT9505 ' yew Food&Lodging bigpecrons .LARGO Florida 33111 ' He a Complaint :County: - - PINELLAS _ Continuing Education Course Search License Information View AtWlicaiwo Status License Type: Professional Engineer Rank Prof Engineer Fled Exam Information License Number. 42054 Unlicensed activity Searcin Stews: CUrrent,ACINe Licensure Dale: 02/261990 ABET Deunquant Invoice&Acllciiy Expires: 02282023 ® City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications THE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF (BUSINESS 8 PROFESSIONAL REGULATION Jarah Parke-Board of Professional Engineers Y db11 r re.r &1L6-b HOME CONTACT US MYACOOIINI Certification,State of Florida ONLINE SERVICES_ UCENSEEI [DETAILS 6:62:28 PM 3,162022 Licensee Information•ANisi,/for a Manse, _ Neese: PARKE,JARAH IPdmary Name) 'Verity a licensee ',Mein Address: 3105 MCFARLAND RD' ' 'View Food a Lodging leSsections TAMPA"Florida•33618 County- HILLSBOROUGH' Fde a Compiaim I Conteding Edueation'C,uinse• License Information 'Semen - License Type; Professional Engineer VievWAppncatlon$taros, Rank' Prof Engineer. 'License Number. 87971 Find Elan Information Blain°, CurrentALYlve• Urdicenced Activity Search• Licensure Daate, 09113/2019 ABUT OeIiequenl invoice&Activity Expires, 02282023 List Search Special Qualifications Qualification Effective rcl l' 09113/2019 TILE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF BUSINESS a PROFESSIONAL. REGULATION - Linda Pass-Board of n Professional Engineers `} dpia rEC=RegNttott HOME CONTACTUS MY ACCOUNT Certification,State of Florida ONLINE SERVICES RafLICENdISEEN[DnE[TAILS. 6:54:24 PM 3,162022 -Licensee Information BMA,Tina Odense Name: .PASS,LINDA LEEIPdmmyNa,eel Vorify a DCenseO Maur Address: 2425 WESTFIELD AVE' WINSTON-SALEM North Carolina 27103 View F.uxl Al mgalg taywn6ms • County. OUT OF STATE .�__.�—_ ' Fde a Complaint -_— Continuing Edocaeon Course License Information Search License Type:. Professional Engineer, Rank • Prof Engineer , VIeBVAPWraten Status . License Number: 84029 Find Exam Intonate° steers CurrentAetire Unlicensed ACaNN Search Licenser°Date: 111082017 •AB&T Detaryent Invlvc°a Actmty Expires:_ ---- 07f28T10T1 List Search Special Qunrifications Qualification Effective Civil 111082017 - THE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF BUSINESS& PROFESSIONAL.REGULATION E- Alex Cropp-Board of Professional Engineers d �rOP03,t(t>Fd. p tgf ,;RCSS HOME CONTACT US MYACCOUNT Certification,State of Florida ]]ONLINE SERVICESon —' BtRDI LICENSEE DETAILS6:5626 PM 3/1E2022 Licensee Information Aptly for a UCenso Names ._._.^CROPP,ALEIIANDER JAME511>enury xemel - __._.... , Veiny aUtmlte6 Main Address: 1647 WILLOW PASS ROAD UNIT 211 View Food 8 Lodging Inspections CONCORD California 94520 File a Complaint Coonty--_ __ OUT OF STATE Caroming Eauanon Course SemenLicense Information Viewappgcatvin Status [`Odense Type: Professional Engineer Rank Prof Engineer Find Elam Information • License'Nomber 09782 Um/censers Acuvil Search' Stains: .CurrentActive• licensors Date: 07/27R020 AB&T Desngnent Invoice 8 Activity ,Expires: 02128R023 List Search ' Special Qualifications QualificationEffective ,_ _ fl. _ r f 11 TILE OFFICIAL SITE or THE FLORIDA DEPARTMENT OF BUSINESS A PROFESSIONAL REGULATION - Vito Gironda-Board of Professional Engineers • dF..J0f .,DI R_ [Pf ;rx , HOME CONTACT US' MTACCOUNT Certification,State of Florida ONLINE SERVICES LICENSEE DETAILS 6:6822 PM 21162022 Licensee lnrormedon ApPN tar a License Name.; _—�^-- T... GIRONDA.VRO ANTHONY(rmnarY Name) _____.__,_ Vent'a Licensee Mai,Address: • 84998ERRANO,CIRCLE MELBOURNE'Florida 32940 View Food&Lodging Inspections ' Count'. BREVARD Ftle a Complaint I Continuing Education Comae ' License lnfonemtion Ss rain License Type:_ .Professional Engineer M../Application Status Rank: Prof Engineer ,License Number. 88995 Find Exam Informatlmi Status:. CurrentActive • Unlicensed Activity Search Licensor°Date: 02/052020 4 AgtT Delinquent Invoice B Ali v ty Expos: 02282023 list Search Special Qualifications Qualification Effective Envltonmentol_---- 07I052070 ------ --- 3 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications THE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF BUSINESS S. PROFESSIONAL REGULATION F Shana Wygonik-Board of Professional Architects d Certification,State of Florida .�, ��OrbeOamTRrltp��PeSS' HOME CANTALTUS MY ACCOUNT ONLINE SERVICES 8&.PP//0of(eLLIICddEHH1INSEE2OEnnTAILS 7.01:03 PM 3/162022 Licensee Information ' Apply ldr a Chess° Hemp: WYGONIK;.SHANA LYNN(Maori Name) , Very a Licensee. Main Address: 3008 W.NORTH A STREET ' TAMPA'Florida 33609 Mew Foal l.oeuinalnspedions Conty: _HILLSB ROUGH, Fde a Complaint Commune - _ Educatlo l Course License Informationm_— Saercn Lice nse Type: 'Architect. -vfety Apperarion Status Rank: Architect License Numbed:. AR90070 Fine Exam information Stales 'Cu,rentActive UNIcented Acihey Search Licensor°Data: 02/172012 A88Tuermpuent invoice&Atuvoy 'ExPnes� _ _ _ 021282023 _ ' - E— Bradley Buchanan-Board of }5�" Ran Dwntis,'fwve r - .. - .. 7 ..., FBPE, Professional Engineers ?' ,-.k• • l , <, FLLOORIDAABOA D , Certification,State of Florida •: �': STATE OF FLORIDA ' BOARD OF'PP Twos ENGINEERS THE P _C ROFE5510 t SEDUNDERTHE PROVISI• "s4a ,4-3_ OR" •A• 'TOTES - ., • B A EA ? 1 P R + h R.ES ; � � ; _ UPiA , <r.:r1 :.. EXPIRATION DATE:'FEBRUARY,28;2023 •- Always verify licenses online,at MyFloridaLicense"com. S . }, ‘, ., , •'.',•"•,,: ,Dono[alterthis.documentin anYform;�;:, , . . . . " . . . • - .,I '` .o t l_This Is your license"It is unlawfulfor anyone other than:the licensee to use this document. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications F Snubbs-Proof of Authorization State of Florida to Transact Business in the State of Florida Department of State I certify from the records of this office that SNUBBS CONSULTING INC.is a corporation organized under the laws of the,State of Florida,filed on January 3, 2012,effective January 1,2012. The document number of this corporation is P12000000103. I further certify that said corporation has paid all fees due this office through December 31,2022,that its most recent annual report/uniform business report was filed on January 7,2022,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. • Given under nay hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Seventh day of January,2022 Ca Ier # .14,E i s RailidAlgt Secretary of State Tracking Number:8739760852CC To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertiliicateOfStatus/CertificateAuthentication TIIE OFFICIAL SITE OF TUE FLORIDA DEPARTMENT OF GUSINESS & PROFESSIONAL REGULATION <— Snubbs-Board of Professional Engineers Certification, dprHOME CONTACTUS MYACCOUNr State of Florida ONLINE SERVICES LICENSEE DETAILS 7:41.38 PM 3y1612022 Licensee Information Apply for a License Name: - - SNUBBS CONSULTING INC.IP,inwy Nadu) • `Mory a Licensee Main Address- 9020 SW 137TN AVE STE 250 Vlew Food&Lodging In_pecrlong MIAMI Florida 33186 File a Complaint _County: DADE Commune Education Course SearchLicense Information View App[10aeon Status. License Type: Registry Rank: Registry Find Exam Information License Number. • 30424 Dnimensed Activity search Status: Current Licensure Date: 091132013 A98T Delinquent Invoice 8 AoSeity Fjtpile: Litt 50arr31 5 City of Miami Beach/Engineering Services for Water R.Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications TILE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF BUSINESS 3 PROFESSIONAL REGULATION <-- Tommy Ruiz-Board of ,�e�q ��rdz Professional Engineers 7,FhVrtw,d PrMfe ;apron HOME CONTACT US MY ACCOUNT Certification,State of Florida ONLINE SERVICES LICENSEE DETAILS 749:I9 PMY16,2022 Licensee Information Apply(ore License Name: _ RUIZ,TOMASALFONSO me„.,Namely Vedry a Licensee Maio Address: 9020 SW 137TH AVE STE 250 .View,Fool B Lodginulmsnecnons • WWI'Florida 33188 Floe a Complaint COwrty. ._BADE a Contimmn0 EI1 anon Course.,Soaren License Information 'license Type: Professional Engineer ' Vivo Application Stains Rank: Prof Engineer 'FIUU Exmnmtotmation 'L:ienseNumber. 69213 .UnlicensedActMty Search Status: Curent,Active Ucensure Date- 01292009 AB&TOREURUent Irroire&•AOEVUY _,DUOS:. 0212812023 List Search. Special Qualifications Qualification Effective I'Civil, 1)811912008 THE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF BUSINESS A PROFESSIONAL REGULATION f- Fernando Gomez-Board of ��YY++rr Professional Engineers db�r i eU:alt�b HOME CONTACTLIS MY ACCOUNT a� � *� „�„��„ Certification,State of Florida ONLINE SERVICES LICENSEE DETAILS 7:49:05 PM 3/162022 Licensee Informadon_ Apply for a Uconso • m _ Net tle: - - GOMEZ,FERNANDO V(P.imary Anne,- Verity a Licensee "Main Address! 4261 SW 13TH TERRACE MIAMI Florida 33134. • View Food 8Lo4gut9Inspetti0m Comity. DADE Foe a Complaint Continuing Eduraton Cetose License Information SearnD license Type: .Professlonal'Engineer VieOAR Aaron Status. 'Rank: Prof Engineer License Number. 43956 ' Fine Exam Intowaton Status: - Curent,Active• •UnbceneedActiviey Beene Ucensure Dale; . 03115/1991 AB&TDetnquerd Woke&;Actidy =UP" _ 071282073 —"_---_— Ust Unarm Special Qualifications Qualification Effective • TCodettr Edition,Florida Building '1111 7 2 0 2 1 <— Rodney Carrero-Santana- //�.��ittaa;4,��,, �Iu Board of Professional Engineers 11'a:=r�.;1 dprMfessionai , HOME CONTACT IIS MVACCODNI' Certification,State of Florida ONLINE SERVICES LICENSEE DETAILS 7,.49:54 PM 3162022 Licensee Information Appy far a lhert a • Name: CARRERO.SANTANA,RODNEY(Primary Name) Veiny a Licensee. Main Address: - 16935 93 RD STREET ARTA-208 N &View Food LodgNp Inspections WM MI Florida 33796 File a COmpland, Cowy: • DADE___.__.__——_ d.__.._..._...__—,- Consonant Edoraboa Course Search license Information VWw APgimllon Status License Type: -Professional Engineer • Rank • Prof Engineer • . Find Exam Intormatbt License Number. 50177 • Unbceined AcrwIty.SnarCh' Status: Carent,Aotiva • Licensare Date: 0311411996 • AB&TOeJmvuerdt000we8MUDy 1 hires: 02282021 • Special Qualifications Qualification Effective Advanced Building Code .02/192019 Course Credit 00 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications.of Proposing Team-Licenses and Certifications Longitude-Proof of Authorization State of Florida to Transact Business in the State of Florida Department of State I certify from the records of this office that LONGITUDE SURVEYORS,LLC is a limited liability company organized under the laws of the State of Florida, filed on March 12,2004. The document number of this limited liability company is L04000019574. I further certify that said limited liability company has paid all fees due this office through December 31,2022,that its most recent annual report was filed on January 3,2022,and that its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Third day of January,2022 • • .7-: . 4°,14/1111W Secretary of State Tracking Number:8902686437CC To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/Certif cateOlstatus/CertificateAu thentication • Snubbs Board of Professional si" °dl" •• ' Surveyors and Mappers Certification,State of Florida F7arnlu Drparut t A,R 11 d C 9cr,ica _ _ ut to rCm 4er 1 �ti�No L137335 - _ � , Ru,rd tr Profcsirml Sunt)nand Slnppen tispimuoo.Day.'F•cbtu:uv.2d, 2005 A0.1.-boel'b•uS CultatW.vs,Ftorida31397_d504 Professional'Surveyor and Mapper Business License. t • Undo d,&provisibnsofChapter 472,FloridaStaiutes• 1 LONGITUDE SURVEYORS,ILC 1 - ', DORM.:FFLL33L64 63 , COMMISSIONIIROF ACRICUI,TURE :i • l I ' w,i,aaau,eaue r.o'a Jz.twnrya'r.ea�w.*:m,.o wr.m.ua:..�d:o..,am 1.tksa,wf"„�,umMcnrrm.rrw,s City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications _ - ,�- <— Eduardo Suarez-Board of Professional Surveyors and I,rldoDops,tnvm rnnrleuh ndet tSenlies Mappers Certification, s • i- - D isinof Cansu er Scn lies ' I.Iccnsc No LS(+313 .. _ State of Florida tJ' Dwrd onh in tilonnl I yore and Mappers. - . 3 ( s) ;. , '7065 A'palacb-Pk�aylFdllinssee,Plondn Ji799_6500 r::oinaon pat ,Irpb onry28.-241 ' Professional Surveyor arid Mapper:License - ,Undc',the provisions of Ciapter 472.Florida Stnwtcs _ - .. . EDUARDO:�ISUAREZ,' • i:_ - -'•i; 7769 NW 48TR ST STE 375 I ° - _ • DORAL,FL 3316(54.63 - n t;tl w, ✓�LPi� NICOLE NIKKI'FRIED -` . '', CI)MMISSIO'.eR OF\GRIGULTORE` • Slu ha arayout iiem xnui nvla...va hv4De cmN.un.ac,w4.wu,ai:e..41 nm^,o!M:ma+ '21y eWnr+. `.. F GCES-Proof of Authorization State of Florida to Transact Business in the State of Florida Department of State I certify from the records of this office that GCES ENGINEERING SERVICES, LLC is a limited liability company organized under the laws of the State of Florida,filed on August 28,2012,effective September 1,2012. The document number of this limited liability company is L12000110475. I further certify that said limited liability company has paid all fees due this office through December 31,2022,that its most recent annual report was filed on January 11,2022,and that its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Nineteenth day of January, 2022 '.•'‘T.--., i,N,VA: 'N-.1.,-: ei 4 1141)W •1! . Secretary of State Tracking Number:8722401853CU To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateofStatus/CertifcateAuthentication 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFC)2022-122-ND DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 2.Experience and Qualifications of the Firm and the Team/2.2.Qualifications of Proposing Team-Licenses and Certifications THE OFFICIAL SITE OF THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION GCES-Board of Professional F- Engineers Certification, �or OY m db�'`r Eft Oro{ _ NOME CONTACT US MY ACCOUNT State of Florida ONLINE SERVICES LICENSEE wIDuET'AILS 6:03:09 PM3R62' Licensee Information' Uphillra Ucense Name: GCES ENGINEERING SERVICES,ILC(Prurory Nam.) Venty a Licensee Main Address: 14173 N:CYPRESS COVE CIR. DAVIE Florida 33325 'Vlen Food&Lodtinelnspsdions , County: ._ BROWARD• Flle a Complaint Continuing Eduratan Cape Ucense Intonnotion Swan License Type: 'Registry VNIYApprxetwn'talus. 'Roek Registry ' Ucense Number. 30039 Fled Enne Intormallon Status: 'Current UnlicensedActMly Search ❑censure Date: 11101/2012i AB&TDelimit• Expires: g.":u L,• RDnDeSanda,Gr,vem r • - F Alejandro Montenegro-Board of �r g ' FBPE Professional Engineers r IFLORIDA f10A DOF I I .� Certification,State of Florida STATE.OF FLORID*' •BOARD'OF P OEESSION L ENGINEERS THE PROFESSIO L, Ef,.P ER II SED UNDER THE PRO*10 "-Ff PTEafa OR iite5T•TUl:E `;• ' Fill = = — . .. . " ' MO TEN E e G r. .I �,A D " ,,;rv0ar i N 47 W-2 :O ND f1NJ fX w► 4I HG eEh f 33 2, •,EXPIRATION DATE:FEBRUARY 28;2023 - + Always verify licenses online at MyfloridaLicense.com . •• •Do not alter•this document in any form. •o` This is your license.at is.unlawful for anyone other than the licensee to use this document.n diver 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022.122-ND 190 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 may,• =fit 1f tP� s rt SF ;,_r•%,-- -L.% -t;:'4w '�'1i # e*C 3k;a�a2� r-�� r c b r� 1 Iq� •..5 r',* ` vul !`i. r..•..aS �.+`v�rJ" fr+..c+F19 •r-'�• +. 'v�'t�'y„`f..�d _r�r;')• jd.:�''- 17�'�"' "' I aw+ F, p.4, ''S..-.r"". r". ^'.^.. yl ,f .r-,„- r ti '„•j,, :' ',,,, j•+• -� •K }.. �:�i _aia�'`�.tx:;ye L^x,n:'{F'S">, {',�� }`J'l+i, ✓1,4#�t,�Yt;, �{r + r i 1'� '. k �a�r Y ♦ !!;` 3 rt'r 1 E496. 4+,. �l-l�`G � ,'•" � �,," "4-='' '.�«�. 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L .c C a �.�.• ;'4`.\ rLt/)A w}t G..,(:a ,kry4'L'."''i♦t'r,-:. - w - .wr ., { -•�. :�+.,, „- � .i�. ? > 1) i�J 'T„ .,ter •sk 1 { Y "y',..'1 ' , • .4 ff w .a. x` !1 .,: tom,,,• S�'�T ., -jgt, � •: I , � • ♦ t• ;-... j, ti2t. r *' r.V%f, ... 3 f� , a'' � .Fa ��C. • - `-!ic. , :e r `� a} ..t ,T � R .4. s k'. ,,,,,11- t'j�--•c yY' tk.:, 7� •} t ` N. s'-' 0 A .{ G tom' mac.'-S�.� kir 14, itirtro_ ', \\ , - ► � TAB , • 41*—,„,--. 11iiV01-7i1-.,.4***•)!"*.irgir4.C11-*, 'iL :* Approach and Methodology r'v'��,y�,�� t;,> a` ..,,��(( 4:11 ,t,j• ti x' v r- . i ue' w�. '' • ! ,may; ,' ` r._, :. s, - Y may ill. -- _,,tit:A ►1 � yam.,•. �' '" , �� ., * ,: ,'1 � -' 1 ...4.•."-t'.•,, •..4:‘-<...'C' '',•,,";; '-'-'•• .'-;','.-,' i ,"',...- _.. .t.y.,-.4 '' air, �� - 1� '�'� � M Ems` k \C... +�"t' a ,, sq at~«• 1_�f,,I/� �.tn 1�� a� L. l.F�+` x ,., * ti..,.%,fit ♦\ � � �. «� DS , .r '1 v` ' �Y � r: ,0.' , .47-441-46, r •~ • ZO i tx> '.,.r tea:.h'5.2',+a` fie .♦: �nL"c,,�`'� a ,.,�` , '1 mo Y•.w� { Ylr• + F t ,�y `'F� w., h}<' .04 • �s: y \4, / .4N t, a .�`fir �+F ` �"$k? V�+e i1 Ti31 .. --. -� .;>.F• +-sr-s'•`°=` •i ..-4," ".t. c 5y` ,:'v`'. � 'k1 ' •fi '�.o r,�` i s .`i„rl, - ....7... ,•( o _ry i, skC,3 1 r ,...0.. ,t'�d . A.i it !`1 + " ? i` .t 3 R�'+ • {�t q3`S�yn+ y fir. r �r ��yti.t .^'"i�5 i. •�(;�yr .4,--,..al.�' - • .'•"4L.—,.. . _ ` ... + p� r{\� Vti'.ilY.'�, `t`f, 'f: '�!-� yri ,,, ,�Ka ,�Or`�G' + t 4t�—t , - '� a t ; .{'y „. rY4•b v:"i :♦Y, �' .147:L. ry,� ~ .`, g 1.. i' f,C, i ,�/}' 4 •.# $i rA ,. la...4.... . t ti ..; \;.3 .1M �Via. _ YS. 8�"Y CNY 1, "'^N + 1t^ �� M'" r s," t _ '*�"�IT, �• �'1ztt,�':r ?F� '�`i+ iS"`r i- 1.4- t :1°ON �.t� �'•t ^rA � "Y ry,-;, '4 • { yJ cG •ter,.. .-c�,-.. Yat ` H�� _'Lcf+�";�. W�Gu'e�'S`.L°r" 'v� DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 Approachand Methodology The ideal partner for the City of Miami Beach will have the technical skills and experience to help you answer key questions and develop solutions for project challenges,the tools required to help you make confident decisions, and the local resources to efficiently move the project forward. Behind the long list of successful pipeline projects shown in TAB 2,there is a team of highly-qualified water conveyance specialists with the management experience,technical skills,and express knowledge to partner with you on this project. • Led by Project Manager Dave Clarke and Principal in Charge Ramon Castella, each team member was specifically chosen for their direct and successful involvement in the design and construction of potable water lines for public utilities. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 192 DocuSign Envelope ID:1 A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology Stantec has specialized management approaches to adapt to DBE commitment,all firms are certified Small Business Enterprise multiple concurrent projects.We will continuously improve by (SBE)with Miami-Dade County. collecting feedback on each assignment to better adapt to the needs of the project and to the infrastructure needs of the City. THE STANTEC PROJECT MANAGEMENT FRAMEWORK Our approach is designed to meet City's project objectives while Stantec's management approach is designed to achieve three actively controlling cost,meeting the project schedule,and objectives: producing quality deliverables.Our experience in managing similar contracts has led to an approach that includes all of our technical 1.Compatibility and consistency with established policies,meth- resources in one coherent management structure. A clear odologies,and standards,e.g.Project Management Institute understanding of this process by all team members is crucial to the and ISO 9001 Quality Management System project's overall success. 2.Responsiveness,collaboration,and communication with the County's Team To streamline the communication between Stantec and the City, 3.Quality and reliability delivered within budgets and on schedule Dave Clarke will serve in the role as Project Manager and will be Stantec's single main point of contact for this Project.After discussing your project needs with you,he will identify the project Our project management approach is based on the application of team to be assigned to each task order,based on individual consistent practices through the project lifecycle.From the early expertise and skills,who will assume the responsibility to complete conception of a project or task order,we use a robust process to the technical tasks on schedule and on-budget. He will also guide project teams towards project delivery excellence. leverage his 20 years at Stantec to identify technical specialists .Risk that may be required. j One of the most important qualities a firm can bring to assigned ®®� ' projects under this contract is the ability to identify and { in REI�� assemble a team quickly.Our Project Management Framework �.x.�; - provides procedures to do just that.This starts with proactive MANAGEMENT STAKEt49i:DER5. iCommuN A ONS/P' FACILITY TECHNOLOGY communications between our team and yours to understand ( f _ 0 upcoming project needs,timing,challenges facing Miami Beach, NUM� •�• 1�II j ■� 6) ®w ❑�and project goals. By acting as partners,we can better engage • •�(• 11 i or, '�' �- 0 . our Subject Matter Experts early,highlight our abilities and past ■ • . 0 project lessons learned,and better anticipate future task orders to • .; ; expedite response time. I I� r Our proposed team consists of a group of professionals with . - / ,> ' experience performing work under task order contracts.The ,4, �' m' \� Stantec Team includes the appropriate key team members,subject 1 , ' '��' _ __OW; ,a. matter experts,and engineering/support staff to perform any of the - - y si -: - 4` _ City of Miami Beach potential projects.Many of our proposed staff ® — . ,r, and our key personnel are locally based in Miami and have a history - -- . - u 7 4i,':' of working together on design projects of similar size,scale,and complexity to the City's upcoming needs. , -. , SUBCONSULTANT MANAGEMENT i 0.41-111f `-.- _ We also work well with others.Strong relationships with partners 1: NT"OLwJLDiNG ' , mean we can build teams that draw on the talent and experience `''= �rC needed for any project.Stantec's positive relationships extend , - (WO"i •M v ^,� to our partner firms for this contract,some of whom are former ` '- S94V WG Stantec employees.We subcontract with firms we know and trust � 1,` -- _ `' and that have a proven record of superior past performance. II. i.,,,^ O EC As a global multi-disciplinary firm,we have the capabilities and A/AGENt °!1 - resources to deliver on your project;however,we take great pride ��`5 in supporting our communitypartners.In buildinga strongteam to �A4'i61s PP 9 ) , : _ c.-.: :, ..-, _ ,,...‘,4c...,„. MANACiiNG 7 address your project's needs,we have asked Snubbs Consulting, - - G+HAUGE : - Inc.,Media Relations Group,LLC,Longitude Surveyors,LLC and , GCES Engineering Services,LLC to join us for this project.We 4 COMMUMCATipi _ chose these respected firms based on past working relationships, +�A'V G ' - our confidence in their personnel and knowledge base,and their _ experiences on similar projects.As a testament to our SBE and 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 193 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology PROJECT PHASING / LIFE CYCLE Project delivery requirements are aligned to the project lifecycle so that all team members know what to do,when to do it,who is responsible,and how it is done. Pursuit Phase o Planning Phase O Execution Phase O Close out Phase. O Contract Awarded I Project Plan Approved Client Acceptance Project Closed r Identify Task Identify Project BEST PRACTICES IN PROJECT DELIVERY p` 1 Order and Discuss / 2 Manager and • Defining roles and • Anticipating risks and planning the Town's Needs Key Leads . responsibilities for project responses appropriately. leadership and,key staff • Planning communication PLANNING and setting commitment . among project team members e Identify Task Develop Scope { expectations for project effectively to enable frequent 4 $ of Services& resources. exchanges of information e Order Team and / • Estimating costs using a between all project team Resources Needed Budget bottom up approach and work members,the client,and EXECUTION breakdown structure stakeholders. • Ensuring clear understanding • Planning and budgeting : Task Order Project of client objectives across the Health and Safety,Quality, ®5 : Activities,QA/QC 's Management project team. and Environmental issues with • Defining scope well and breaking control measures put in place to work down into manageable and achieve right results. CLOSE-OUT logical activities. • Monitoring costs and value to allow for error correction and the I Task • Sequencing activities to meet 7 • deadlines and using resources calculation of variances as the j Completion efficiently. • project gets executed. TEAM ASSIGNMENTS Right Person, Right Job Listen, Discuss the At Stantec,we place a lot of emphasis on assigning roles based on an individual's strengths and natural abilities.We specifically 0 I Town's Needs, and selected a proven multi-disciplined engineering and support • Identify Task Orders services team to support the City,integrating local pumping and The Stantec Team will respond quickly and effectively to the City's conveyance,as well as our water/wastewater project managers needs.A clear collaborative understanding of the City's needs will with our global network of treatment plant experts and worldwide allow Stantec to quickly identify resources and deliver the required design and construction best practices. expertise at the best possible value.The greatest reductions in. STRATEGIES AND SCOPE TO MEET SCHEDULE overall project costs occur in the earliest phases of each project or task through development of a clear needs assessment and MANAGEMENT AND COST CONTROL delivery strategy. . Develop Scope of Once Dave has discussed the task order needs with City staff,heo Services & Budget will identify the best team with relevant experience to complete Contact Project Dave will work with the appropriate key technical leads and subject 0 2 : Manager and matter experts to develop a scope and budget evaluating the Key Leads associated cost and schedule risks to the project.The draft scope and budget after internal review will be submitted to the City. Dave and the key technical leads will identify potential risks to the the task.Our leadership team,consisting of our QA/QC Technical project and include assumptions and potential solutions based on Advisors,and Project Managers,all have experience working their experience and understanding of the project,and incorporate collaboratively in an integrated fashion to deliver successful them into the task scope and budget. Incorporating solutions to projects.Key technical leads will facilitate selection of the support manage these constraints early in the planning phase provides team members based on experience and availability.We are the best opportunity for the City to complete projects on schedule dedicated to providing reliable,professional services when called and within budget.Project cost and scheduling controls will be upon by the City. developed and maintained for each task. 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 194 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology • Schedule Development REALIZING During the planning phase,Dave and key technical leads work ' THE VALUE together to develop a project milestone schedule to estimate the timeframe for the completion of specific project activities. Developed in our scheduling tool,the schedule identifies and A key focus for Stantec is delivering the project as commits the required personnel to the project.Linked to the specified, on time, and on budget. We actively seek Microsoft project schedule,the budget provides on demand earned out client feedback throughout the project life cycle value analysis,forecasting,and reporting to provide early analysis so that we deliver on our commitment. of variances and schedule risks.During execution of the project, Stantec's Project Coordination with the City Dave maintains and updates the schedule to achieve completion of the project within deadlines agreed with the client. Dave will hold regular progress meetings throughout the duration of the project with the City of Miami Beach to review overall eREALIZING project status,focus on the early identification of design issues THE VALUE and alternatives,and discuss progress specific to each task.After these meetings,we will capture meeting notes,decision logs,and We've found including risk mitigation considerations will identify action items for the team that will be distributed via early in the scoping phase helps to ensure the project meeting minutes. In addition to these meetings,we plan on the will meet the initial budget and schedule as planned. following additional interactions between our team and the City: • Technical meetings and workshops Fee Development • Individual interactions(as outlined in Communications Plan of The planning phase evaluates the detailed estimates of project Project Execution Plan) resource costs and the estimated revenue to ensure proper • Deliverable reviews control of expenditures to avoid unnecessary overruns.Project fee development will be prepared according to a detailed work Client Service Guidelines and Communication breakdown structure estimated from the bottom up. The fee will Client service is a personal attitude to create customer satisfaction be developed in accordance with the approved contract rate tables and loyalty and simply means that we need to treat others as in a time and materials format with a not-to-exceed amount.This we would like to be treated.Our goal is to be the Number One detailed level of effort with corresponding deliverables,meetings/ Consultant in Client Service and Client Satisfaction.To achieve workshops,and assumptions identified will facilitate project this goal,Stantec has established the following guidelines as the needs discussions with the City's project manager and ensure minimally acceptable response times for the various services we expectations amongst all parties are understood. provide. • 0 Team Coordination and 4 o Communications Internal Design Team Coordination Dave will hold regular progress meetings throughout the duration of the project with the design team to track project status and ensure proper resource allocation across the assigned task order projects.After these meetings,Dave will capture meeting notes, decision logs,and will identify action items for the team.These meetings will provide a regular forum within which team members representing various disciplines can share progress,findings, and concerns,and work toward the development of collaborative solutions.The progress meeting will also provide a means for the team to focus on the early identification of design issues and alternatives and discuss progress specific to each task. Depending on the complexity,schedule,and number of disciplines involved,these meetings will be held monthly at a minimum and as often as weekly for more complex projects. • 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and.Methodology Stantec provides a robust set of guidelines when consulting with our Clients,allowing us to be responsive and flexible. ITEM TIME I ACTION Voicemail from 2 hrs • Return all phone calls from clients or client representatives within 2 hours: Client- • If unavailable by phone for any reason,redirect phone calls to somebody who will respond within 2 hours. • When outside the office,check your voice messages frequently. • If you are unable to answer a question in a voicemail,indicate when you will be able to provide an answer. • If you have a cell phone,state your cell phone number on your office voicemail message. Email from client 4 hrs • Return all emails from clients or client representatives within 4 hours. • If unavailable by email for any reason,redirect emails to somebody who will respond within 4 hours. • If you are unable to answer a question in an email,indicate when you will be able to provide an answer. Faxes and Letters 24 hrs • Respond to all faxes and letters from clients or client representatives within 1 working day of receipt. • If more time is required,call or email the client and ask for an extension. RFI 24-48 • RFI's are critically time sensitive,and if not acknowledged or responded to in time can be the hrs subject of delay claims. • If;for a valid reason,above timelines cannot be met,a formal response must be issued within 1 working day,stating the reason and the date when-they will be formally answered. • In many cases construction contracts state the maximum allowable time for responses to RFI's. These times are not to be exceeded under any circumstances. Shop Drawings 5 work • Shops drawings are critically time sensitive and must be reviewed and returned within the time " days limits stated in the construction contract,or in the absence of any stated timeframe,within 5 • working days of receipt. Site Review 24 hrs • A site review report must be completed for each site visit within one day of the site review. Reports Progress Claims 48 hrs • Progress claims must be reviewed and responded to within 2 working days. Accountability Our standard project management process ensures roles and • responsibilities of everyone involved in project delivery are clearly defined.This allows performance expectations to be set and holds individuals as well as the collective team accountable.We - continually collect compliance and key performance indicator data to hold team members accountable. • 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 196 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology PROJECT DELIVERY Our standard project management process ensures roles and responsibilities of everyone involved in project delivery are clearly Work Flow Plan defined.This allows performance expectations. This Graphic illustrates the roadmap • Project Kickoff Stantec will follow in delivering • -Schedule water, wastewater, and reclaimed O 5 : Task Order -Communication Protocols water projects. It is specifically Activities, QA/QC - Review Existing Studies/Reports tailored to meet the County's - Interviews-Plant/Engineering Staff goals, all milestone and contract �, - Facility Assessment requirements, and when and how .et -Summary of Project Goals/Issues frequently Stantec will address such critical components as QA/ QC, cost estimating, and design `1r ; ,,`\ reviews. tt(' Facility Plan (10%) FacilityPlan Development — - Introduction of Technologies p ~� - Basis of Design Report(BODR) - Develop Technical Memoranda ;, .- 4, - Process and Facility Assessment '`� - BODR Workshop -Area Classification(NFPA 820) - Process Modeling -1,, ;__u - Hydraulics `i'- ':It:' - Unit Processes in -Constructability .� '' w -Alternative Layouts Preliminary Design (30%) _.�::=_ ,-i;�. =,. -- -Sustainability -Survey/Geotechnical Investigation 4 h mil,}`; - Electrical -30%Design Documents g -QAIQC Review -Opinion of Probable Const.Costs(OPCC) j -Value Engineering ii, tt - Design Review i ' L ' rl r'- . ' — Design Development (60%) -60%Design Documents - QAIQC Review Detailed Design (90%) i, -OPCC -90%Design Report ' _ d - Design Review Meeting iv ' - Final Drawings/Specs ^�'�;�V .-r ; ' IT -QA/QC Report -OPCC - Design Review Meeting '~ Final Design (100%) a- - -r�.4.. .. -- OPCC Final Comments - Final QAIQC Report Design Service - \i .. _ During Construction �,.1,, -V - Bid and Award Services a Closeout/ - Project Representative Services r'_U Startup -Shop Drawings Review Services - Respond Contractor Questions - Field Inspections 5 City of Miami Beach 1 Engineering Services for Water&Wastewater Systems Projects I RFQ 2022-122-ND 197 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology QUALITY ASSURANCE/QUALITY CONTROL Davie,City of Hallandale Beach,City of West Palm Beach,Palm (QA/QC) MANAGEMENT PLAN AND Beach County,City of Tampa,City of St.Petersburg,Pinellas PROCEDURES County,Pasco County and all around the globe. During the execution phase of a Task Order,Dave will proactively Commitment to QA/QC Training communicate with the City's Project Manager or Project Engineer to ensure transfer of project information and knowledge across the Technical competency and continuous training underpin our integrated team.This is typically through a combination of regular commitment to quality. Stantec follows a three-layer training meetings,conference calls,and status reports.In accordance with protocol for quality that employees participate in through the the accepted QA/QC plan,all deliverables will be subject to our rig- course of their careers:1)technical quality for junior engineers,2) orous quality review procedures.After internal review procedures quality planning and quality management for senior engineers,and are complete,Dave will submit all deliverables in draft final format . 3)project quality coordination for project leadership teams. to allow the City to review and comment on the work products.We will tabulate and track all review comments for resolution before QA/QC Culture: Projects don't always go perfectly, final submittal of the deliverable. even with a rigorous quality process. Perhaps the best measure of a team's commitment to quality is The QA/QC Plan how they respond to adverse circumstances. We The Stantec Team will start each component of this project with a are committed to putting the project goals first and Quality Management Plant(QMP)prepared by a team consisting doing the right thing to resolve any problems. of the Project Manager,QA/QC Manager(s),and key technical staff on the assignment. We select our QA/QC team members based on The QMP will define QA/QC procedures and responsibilities that their area of expertise. We follow a documented are responsive to the City's process and standards and customized_ process of review, evaluation/response, and back to each task.We will develop this plan based on our experience check. with compiling plans and performing reviews for many other simi- lar projects.Our team partners will also be required to comply with the requirements of the QA/QC plan. REALIZING THE VALUE At each stage of project development,from the Facility Planning Report through construction closeout,work products will be reviewed by the appropriate technical reviewer and approved by Stantec has an established"culture of quality"that will be actively the QA/QC manager and Project Manager prior to submission to implemented on all on-demand services contracts.The result will the City. be finished facilities that not only meet budgetary goals but also provide expected value in terms of length of reliable service,within Quality projects result from sound business and engineering prac- a sustainable and safe working environment.By involving the right tices as well as talented project management and technical staff reviewers at the right times,setting quality standards for design focused on meeting the City's goals.As part of the QA/QC plan,we deliverables,following through with timely and appropriate quality will integrate a Quality Management System(QMS)into all phases checks,and establishing effective quality assurance and quality of the project.The following components are included in the QMS controls,we will exceed our performance expectations.For every project: project we shall: Stantec aims to achieve the highest standard of quality • Define the client's and project requirements performance in all our products,services,and work activities.We • Establish a plan to meet the requirements at the project level(the believe quality in our services is recognized by all our clients and QMP) measured by how well we exceed their expectations.At Stantec, • Plan and document how work will be performed for individual we define: work elements • Quality Assurance(QA):is bringing a level of confidence to the City that the necessary processes are in place to manage and Adjust the QMP in response to changes in requirements deliver the projects as contracted. • Monitor delivery of the QMP • Quality Control(QC):is a result of monitoring specific project • Demonstrate compliance with the client's and project activities and outcomes to determine if they comply with requirements and address non-compliance relevant quality standards and identifying ways to eliminate • Check and review all work products causes of unsatisfactory performance. Project team's adherence to the PMP and QMP has produced ' Provide high-level independent technical reviews satisfied clients including the City of Miami Beach,Miami Dade • Obtain feedback on client satisfaction and strive to address any Water and Sewer,City of Fort Lauderdale,City of Sunrise,Town of improvement needs City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 198 • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology Stantec's 3 Layer Quality Training Protocol PROJECT QUALITY QUALITY PLANNING ' COORDINATION uzz TECHNICAL ' & MANAGEMENT Layer 2 Purpose: QUALITY Layer 1 Purpose: -QMP Development Purpose: -Knowledge of QA Process -Inter Disciplinary Review -Technical Competence -Integration into Project Coordination -Knowledge Sharing Life-cycle —Management of Re-work -Discipline Expertise Training: ONLINE t'R Training: Classroom ON Training: CLASSROOM -Project Review Process -Project Technical Leader -Self-Review Checklist -Quality Review Certification Certification -Water and Wastewater Treasures Who: Senior Engineers -PMP Certification -Wet Weather Treasures Who: Project Leadership -Advanced Network Modelling Who: Junior Engineers Our Project Manager,QA/QC Manager,and Key Personnel have all successfully completed either Project Technical Leader Certification,PMP Certification,or both • • ® 6 • Project and keen insight will ensure"no surprises"program delivery.We : Management begin our change management process during early planning and development of the project implementation plan.The goal of this process is early identification,quantification,and mitigation of Schedule Control and Management possible changes before they occur.All project changes that affect Once work starts on the project,the actual schedule progress is the scope,budget,schedule,performance,quality,or technical tracked and compared to the baseline schedule.The earned value output must be recorded on a change order form and logged;from metric used for this is the Schedule Performance Index(SPI). . there our project manager,Dave,will determine whether a change Dave can easily monitor schedule and cost variances on planned, is minor or warrants a formal written change to the contract. earned,and actual cost basis through earned value analysis.Proj Decision Log:All potential changes involving subcontractors ect reporting is also provided on actual versus planned resource or suppliers will be added to this log and input into our project loads.On time delivery is a key metric to assess project perfor controls database along with potential cost and schedule impacts mance. of those changes.Decisions on whether to proceed with those Effective project scheduling plays a crucial role in ensuring project changes are then made with an informed understanding of their success.Project scheduling impacts the overall finances of a implications before the work is done. project.Time constraints require project managers to schedule re Design Freeze Log:The design freeze log maintains a record of sources effectively.This is particularly true when resources must the decisions that have been made.Once an informed decision have highly specialized skills and knowledge in order to complete has been made on a specific element of the design is"frozen." a task. Elements of the design are also"frozen"in"layers"or stages. Stantec's proposed Contract Manager Dave Clarke,PE is a Project For example,as access hatch design is developed,details must Management and has a track record of delivering projects within be compatible with the overall type and location decision made earlier.Along with the"freeze,"we establish criteria for reopening the original baseline schedules.During the scoping phase a corn prehensive work breakdown structure is created where budgets, the decisions. duration and resources are assigned for each task and major Implementing this structured and transparent approach to change . activities.The baseline schedule is communicated with client at management will ensure that Utilities has the appropriate level kick off meeting where deliverable milestones,workshops and of oversight and documentation for budget,schedule,and scope client review periods are provided in advance.To keep projects on changes. track,he sets realistic time frames for her team,assigns resources COST MANAGEMENT AND CONTROL appropriately,promotes communication and manages quality. Stantec has successful track record on delivering projects on There are two types of cost management and control that our team will work proactively to manage on behalf of the City: schedule and in some cases earlier. 1. Design fee management so project completed within budget CHANGE MANAGEMENT PLAN 2. Cost of construction managed through technology and de- sign selection,risk transfer,and value engineering Effective change management will allow detection and response to scope creep and non-scope issues. Our experience,knowledge, 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 199 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology MANAGEMENT OF CONSTRUCTION COST DESIGN FEE MANAGEMENT Early in the project delivery is the greatest ability to impact costs. Stantec uses Oracle for project financial management which has It's at this early stage that our design team will work with the a robust PM Dashboard and drill down information our Project City to review the level of service required for the given project, Managers to use to manage their projects.We use Earned Value minimize life cycle costs,and establish project must-haves and Management(EVM)techniques as part of a suite of status nice-to-haves.As the design gets further developed the focus reporting to integrate project scope,time,and cost objectives will shift to cost minimization as a function of constructability and measures these against the baseline plan during execution and operability of the project followed by market leverage during of the project.EVM predicts project outcomes based on actual bidding and preparation of construction contract documents to performance to date and facilitates proactive project management, transfer risk appropriately between the City and the contractor. by identifying problems early on,in time to plan and implement corrective actions.Our Project Manager's conduct monthly The cost control/cost management system graph below illustrates meetings with Senior Project Management Staff to review project our ability to reduce costs decreases as the project gets further performance. developed,bid,and then constructed.Stantec will leverage our design,construction,and operations staff,in partnership with the City,to bring these various perspectives to the project to make sure costs are reviewed and minimized at every step of the project development. INVESTIGATION& DESIGN REPORT , Cost Control/Cost Management System Savings Sources "Just Enough" l HIGH - Approach - -Build Less for Same — Level of Service — PLANS& — GAppropriate Level — SPECIFICATIONS ' — of Service —1 Savings Sources CONSTRUCTION 1 _ -Minimize Life-Cycle —'-Operability. = BIDDING&PRE- 1— MANAGEMENT ;— Costs Reviews I 1_ START-UP& CONSTRUCTION I—,savings sources — -Automated vs. — -Constructability I OPERATIONS Labor-Intensive - Reviews J — Savings l�Sources -Leaner Supervision/ ABILITY TO - '-Market Leverage 1 Administration ;i Savings Sources FURTHER _ Solutions — -Appropriate —, with Suppliers/ .— -"No Surprise" ' I Smooth Transition REDUCE COST Design\/ _ Contractors — Change Orders, -Effective ' Goals -Incentive Savings Claims Operation - inimize Cost Goals Goals Goals — -Acceptable Risk — _Risk Transfer and — Cost;Safety, — -Optimize O&M Management Time,and Quality Costs — Control No Snagson — Takeover Cost Predictability — -Rapid Final Accounting — -Lessons Learned VFeedback LOW _ r=-= PROJECT TIME v 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 200 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology BUDGET CONTROL Stantec's in-house cost estimators used to work for contractors and understands details needed to develop Class I and Class II With the initiation of this contract,Dave will develop and maintain Opinion of Probable Construction Cost(OPCC)per the contract a budget for each project task assignment.Our performance on documents.These estimators are connected with local vendors past projects is demonstrated with our timely ability to clearly and subcontractors.They also understand that there are many communicate with the clients.This can be confirmed by the factors affecting the estimate accuracy,few examples are listed references we have provided in Section II of this document.Our below: ability to consistently achieve project objectives within budget • Degree of project definition is driven by our commitment to assign the most appropriate • Familiarity with technology/vendor inputs technical resources to the project,the diligence taken in • Complexity of project and execution developing the proposal to ensure the effort is aligned with your • Quality of reference cost estimating priorities,and delivering our commitment.The cost estimate will • Assumptions used be monitored by the project team during project execution.It will • Techniques of estimation employed be an agenda item for all team meetings ensuring that the team • Time and level of effort budgeted for estimating remains cognizant of the projects'financial constraints.This will • Market and pricing conditions allow for early identification of budgetary risks and will empower • Currency exchange and trade tariffs the City to remain in control of the projects'scope and budget. Our estimates are developed to typically match the mid-point of all OUR PROVEN ON TIME/SCHEDULE AND bids. ON BUDGET DELIVERY CONSISTING OF The following are just a few examples of how we have been SUCCESSFUL CONSTRUCTION COST delivering projects on budget and schedule for very fast tracked ESTIMATES design projects and the%difference between"our OPCC and the low bid. At Stantec,we understand the importance,level of detail needed for preparation of construction cost estimates and the ultimate use of the information.We follow the Association for the Advancement of Cost Engineering(AACE)recommended practice for cost estimating.We also understand the constraint on the utility along with importance of available funding and ability to execute projects based on available funding. ROJECTS ON BUDGET AND SCHEDULE Project Description Design OPCC Low Bid Price Difference %Difference CD 1.05 Effluent Pump Station $23,678,826.00 $22,413,000.00 $1,265,826.00 5.3% CD 1.07 Digesters and Control Buildings,Acid Phase,HW Loop& $90,921,698.00 $81,700,000.00 $9,221,698.00 10.1% Substation CD 2.01 Substations 7A 8A;9A,&10A . $9,194,154.00 - $8,554,000.00 $640,154.00 7.0% • CD 2.08 and 2.10 Return Sludge Pump Station $21,337,620.44 $19,325,000.00 $2,012,620.44 9.4% CD 2.08 and 2:10 RAS Pipeline(Emergency Bid) $1.,7.40,839.00 $1,714,543.45 $26,295.55 1.5% CD 2.11 Effluent Pump Station-ESDC $18,643,311.00 $19,129,000.00 $485,689.00 -2.6% CD 2.19 Co-Gen Facility $31,353,554.00 $32,960,000.00 `$1,606,446.00 -5% CD 3.02 Primary Clarifiers ESDC $45,980,243.00 $44,298,290.00 $632,692.47 3.7% `Miami Springs 12-inch WM Improvements • $3,530,174.76 $2,897,482.29 -$632;692.47 .18% i Hallandale Beach Foster Road 12"WM $1,496,057.20 $1,179,538.80 $316,518.4 21% 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 201 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology TASK COMPLETION/PROJECT CLOSE-OUT about construction activities that could impact their quality of life while also educating them on the investment the City is making in • Project its infrastructure and future growth. .‘ .7 •: Close-Out Early and often coordination has been,and continues to be,vital to gaining consensus,as well as meeting with municipal staff early to Following the formal acceptance of deliverables from the City, determine potential issues and impacts.A proactive,not reactive, Dave and our team will begin to implement the close out activities. approach has allowed our Public Information Officers(PIOs)to This allows for the release of resources to other projects and stay on top of issues and concerns and incorporate exceptional prevents additional unnecessary costs.The team captures strategies we envisioned into the outreach plan for each and every knowledge gained and lessons learned from the project and project. shares them back throughout the organization.Other aspects of the close-out phase are to evaluate and receive feedback on Design and Pre-Construction-The project team(City staff and the project delivery itself and team performance so that Stantec, consultant)will develop a plan tailored to the neighborhood the as an organization,can continually improve and recognition can project takes place in and decides how the community will be be made where it is due.The final step is to close the contract informed throughout the life of the project.A Public Involvement financial records and documentation completing the project. Plan(PIP)will be drafted immediately and will serve as a living At the end of the project life-cycle,Dave will meet with the City to document. - obtain feedback on the project deliverables and performance of the project team.Once the project is completed to the satisfaction Our PIO initially begins with the effort of fully identifying all of the City's project team,the task is closed according to Stantec stakeholders,impacts and other affected groups discussed during and the City's procedures.Project performance is assessed and PIP process.The PIO will notify the community of the project with lessons learned are compiled and distributed to improve quality a fact sheet at the beginning of the design phase.It is crucial to and delivery of future projects. not only notify residents of the project,but to define the project for them.This will leave little room for miscommunication and give PUBLIC OUTREACH PLAN them a full understanding of the project.Our Team prides itself in fully understanding the improvements and their impacts and Experience with Public Involvement/Outreach for High Profile using the fact sheet to explain(often in multiple languages)the Projects COVID-19 disrupted traditional public engagement project in layman's terms and making sure all potential impacts are techniques that involved face-to-face meetings,but also gave addressed as well as the public involvement process that allows rise to the public's acceptance of on-line engagement.While them to make comments and discuss all concerns ahead.Some nothing fully replaces in-person engagement,there are a number projects have been through several cycles of the design phase over of software such as Mural,3D Vista,and Transit Mix that we the course of many years,and the scope may have changed.The have used in the past few years that have provided very effective Palm and Hibiscus Islands Neighborhood Improvements project experiences and results.Our team has used several online is one example of such a project.Due to the scope of this project, platforms to engage the public. it was important to provide current project elements and features early to set stakeholder expectations.Door-to-door distributions Our Public Involvement Team creates renderings and exhibits assisted in this process,allowing the public information liaison to of proposed facilities,charts of data in support of projects,and meet residents and build a rapport. computer-generated animations.The latter are particularly useful 1��` when demonstrating several phases of a project,as it progresses 1_ --7"— from start to finish,but is also useful in visualizing current as well ;Aft-, . -- as future conditions. 44 , K, t:`' Engagement starts with an outreach plan tailored to your project's `" t unique needs.Public input is critical for advancing projects in _ -„lt the public realm.For many reasons,online engagement can be ' - an effective means of sharing information and gaining feedback. kr" 3 ' .-` These include reaching a larger group of stakeholders,time and <,X " travel savings,and more recently,the need to practice social .N distancing.While public engagement needs continue to evolve, _— t Y what hasn't changed is the universal need for simple,effective ' , g'" communication.We have always approached engagement with ‘' t multiple strategies to get a variety of stakeholders involved. ' , w - 4 > Our team Public Involvement Team,led by MRG,understands and +`. XRr b, , believes a key component of a successful public involvement -' approach is the constant need to inform and educate the public 5 City of Miami Beach I Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 202 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology It is vitally important to capture all comments,concerns,and Event coordination is also critical during construction.There is desires of interested parties that can potentially be worked into increased pedestrian and vehicular traffic during many of the City's the design plans for a project.Our Team will collect and record all festivals and events that typically take place each year,including data,making this information a permanent record for use during the Boat Show,Miami Beach Pride,Miami Swim Week,Art Basel, the construction phase. Winter Music Conference,the South Beach Food and Wine Festival and Art Deco Weekend.If existing construction activities are The City desires a comprehensive database,compiled with expected to impact any of these projects,our PI Team will reach stakeholder contact information.This can be achieved by reaching out to those groups and event organizers well in advance to out to the neighborhood associations and individual residents communicate approved construction details and schedules.While through grass roots efforts.This was done on the Parkview doing so,our PI Team will coordinate with the event organizers Island Neighborhood Improvements project,Central Bayshore in order to facilitate the coordination,setup and cleanup.Our PI South and Flamingo Park Neighborhood Improvements Project Team will also coordinate in advance with the appropriate City and was extremely successful.Additionally,door hangers left at staff to ensure that when construction activities are suspended each residence requested that a return call be made to the public or restricted due to high impact events,the project team is well information liaison,which offered an opportunity to receive phone aware. numbers and email addresses. Post-Construction Communications—Project-close out Public meetings are always a great way to further introduce the information is sent to stakeholders informing them that project,obtain stakeholder comments and gain their support. construction has been finalized.Depending on the type of project, These meetings can be done virtually.Even post Covid-19 this the public information liaison may assist the City in planning either method has proven to be more cost effective and to have a higher a community event to thank residents for their cooperation during stakeholder attendance rate. the construction period,or if the project was at a park or other facility,a ribbon cutting ceremony.MRG has experience on various Construction Project Information-Residents and business types of events that require official protocols be followed,as well owners can be affected at the very onset of a project by several as community gatherings of a less formal nature.From Parkview types of construction impacts.Our PI Team,in conjunction with Island's Halloween Block Party to a groundbreaking for Sunset the contractor,will ensure that those most directly impacted will Islands 3 and 4,MRG has the knowledge and ability to assist the receive timely notifications,early and often.We have worked City with any type of event.Similarly,our PI Team also supported with various contractors on numerous projects in Miami Beach, all the public involvement activities leading up to the completion creating and maintaining great working relationships and open of the MD-WASD Norris Cut Utility Relocation CMIT project,located lines of communication highly necessary on construction projects. between Fisher Island and Virginia Key in the City of Miami.Our As a part of the City's public information team,we have provided staff also worked closely with the Department in successfully construction advisories in a timely manner,and very often with hosting a Tunnel Boring Machine(TBM)Naming Event on February little advance notice.Our team realizes this is the nature of the 27,2015.We have also hosted multiple ribbon cutting celebrations job and is prepared to meet this need in the future and is always for the Florida Department of Transportation involving ranking read to respond to any and all changes in work and/or project dignitaries ranging from local officials to state and federal conditions. Through the use of door-to-door distributions,email officials.When closing out a project,our PI Team provides each correspondence,social media,as well as coordination with other client with any requested collaterals and project information City departments,elected officials'staff,chambers of commerce gathered during the life of the project.All project information will and HOA representatives,information can be delivered at a be turned over to the City in an official digital project binder for minimum of a 24-hour notice,if not sooner. In the event there is a their records and project staff is always available once the project need to issue emergency communication,social media messaging is over if any resident calls and or the City needs anything else. and construction advisories have served to be very useful and provide stakeholders with important project information.Our .- .7, r PIO will accompany the contractor to any one-on-one resident or i __ �' business owner meetings that may be necessary to help mitigate ' ''''` "- ,i impacts.An example would be early coordination with Joe's � ,P Stone Crab on a very important project.Our PI Team coordinated t ; • - -----= 1. _,`, and accompanied the contractor to meet the General Manager ,',' , and mitigate impacts as much as possible.Our PI Team also . \ s7 7' 4, },,;:,f, _, coordinated early and continuously with residents,property ° �' -fr-'� owners,the contractor,and the City's Public Works Team during ' 1 , ` the Flamingo Park Neighborhood Improvements Project to give `' "�:. residents a better understanding of the project impacts and earn `` ` ',! + "" l` p their trust. ., t1.` 3 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 203 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology COMMUNICATIONS SPECIFIC APPROACH change.In addition,we notify nearby residents and property owners if the construction impacts will affect them.It is also We are providing a project-specific approach on how our team important to notify the mayor and commissioners by meeting with handled communications for neighborhoods and parks/facilities in them in person or written notification,depending on the City's the City of Miami Beach. preferred method.City staff or the project team contacts their office before,during and after the proposed work in order to keep Neighborhood Improvement Projects them advised of the latest developments and potential impacts.All Neighborhood improvement projects can include infrastructure of the City's existing communications resources will be used and and roadway improvements that require significant public outreach built upon as the projects proceed. and coordination with property owners,current residents,and Prior to construction,our Team's public information liaison will homeowners'associations. plan and execute a community public meeting with the assistance Out Public Involvement Team's former neighborhood projects, of the City's assigned Neighborhood Affairs Coordinator.The Sunset Islands 3 and 4 Neighborhood Improvements,Flamingo residents and businesses impacted would be invited along with Park Neighborhood Improvements,Central Bayshore South, city staff from all departments involved.The design-builder or South Pointe Rehabilitation,South Pointe Park Water Feature contractor also participates in order to define and explain the and Parkview Island,required outreach to the area's residents project to the community impacted.At this time,the community and property owners as well as the HOA.The first major step members have the opportunity to voice concerns and questions. was to have a project kick-off meeting where the project team These comments may be addressed at the meeting or as a follow- meets to discuss the project's history and details.At this time, up after the meeting if the answer is not available at that time. the public information liaison has the opportunity to ask about the community's stance on the improvements and the type of outreach the project team deems necessary for this particular project.As discussed earlier,this can be done virtually if needed. The communication method used for each project is determined on a case-by-case basis.This provides a great opportunity to -- get to know all the stakeholders,.in addition to the grassroots efforts. For Sunset Islands 3 and 4,most communication was • disseminated via email blast.However,in other neighborhoods such as Parkview Island where HOA participation is not required and residents are less computer savvy,other communication options have to be implemented,such as door-to-door distributions. The next step is to create a project fact sheet.Our senior graphic designer and PIL are an experienced team with over five years -•---, of.preparing multilingual fact sheets in the City templates even -_ - .f - creating some new templates for the team over the years.After '-' is :,... �___- -h the fact sheet has been approved by the project team,the public ¢ information liaison will distribute the fact sheet first to the HOA(if i,' applicable);in the case of Sunset Islands 3 and 4,Terry Bienstock, ` r• I .the HOA President at the time,requested the team to distribute _ r. I to all residents via email.Our Public Involvement Team will also ', - . distribute the document door-to-door,taking the opportunity to t" ` - r • ‘a'' r gather resident and property owner contact information in order to l" develop a project contact database as well as build rapport.This i �? ,� database is a living document throughout the life of the project. , `� C �` If they require further information,or have any questions,the J / ) ,';" ''nr:ra public information liaison will either request that the question is ' addressed by the project team or set up a subsequen meeting. 1 . ,� ', \ .l Based on each group's preference and the project needs,our " ` - '' , , Public Involvement Officer stays in contact with.residents on __ `,f ` ' ' a daily,weekly,semi-weekly,or monthly basis and when major - '� } ,ti '' '' '-' delays or changes occur.If road closures are necessary,we J1 i' ' 4) i_ recommend using electronic signage at the project's limits two ', ,d; I ,� weeks prior to construction and/or the closure/traffic pattern 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 204 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 TAB 3.Approach and Methodology 4 Park and Facilities Projects ;fix A 6 y� Parks and facilities construction projects require a slightly " l ��,, , a 0 different approach.our PI Teams South Pointe Park Landscape ��r 1' tr • s t : Rehabilitation project included the removal of existing sod and 'ice• ^ ,� :X ' =• • soil,installation of new sod and soil,rehabilitating other landscape ' .,k;� '1,., ; materials,improving underground drainage,replacing certain sections of sidewalks and pathways,and expanding the off-leash u` '° dog area. For this particular project,our PI Team developed a fact 3 `sheet prior to construction and distributed the document door-to- door to the entire area South of 5 Street and via email blast.The e-blast was sent to the stakeholder database that our PI Team created with information obtained during the distribution and an existing list the City had from a previous project. It is important to ,,�, share resources among PlOs and enhance them instead of starting from scratch when not necessary. ''' V ,r^,t 1_ z -_ 41 Constant communication with neighborhood HOAs is very I,{6f,•, • tj` ,, ,•, t-. . {-, important-In the case of South Pointe Park Projects,the HOA �. �Y�. 4 IL;-i ;,.tip ; 1 ei"' •' `4� �u„)�,4 was the South of Fifth Neighborhood Association(SOFNA).As -"0?.jl ' ' ,k. j \•r r •'.,,?,yt ," , •,• "�1'a' i',`,„'- we all know,they are very active and involved with any concerns I Ii '' ••. it,c',','• • ". ' ',rLekr` -4 south of 5 Street.our PI Team,has great relationship with the _ • •.�: !', `� • - now HOA President,Marie Peter.Construction updates and ,,;ku; ''1'.tC ; advisories are sent out on an as-needed basis via email to keep ,; \\ , • s .i • V citizens and businesses informed of the process and upcoming 1 ,,c '� �� ' „ ' impacts.Project collaterals also include the benefits of the new „r �•,,,. 1 •F-�1 t j tr"w ,.> r ''�w k facilities,alternate facilities to be used during construction and +i, 211- -N• ..)�- .. �y�, . the projected completion date of the project-It is important to t,, ' . •- f ,. v�, * . highlight and bring awareness to the project benefits and offset Y ;Y ��;', '` - � f t the impacts. For the South Pointe Park neighborhood area,email .•, �•,' 1 A 1`-: v 'r distribution was used because the residents responded positively -. t', •" • to this type of communication-However,our PI Team strives to ' -'� ;, C :,L,. ,,, .T+; .,tix, - ; make sure that the correct communication method is used for �•' �lorr � - �.�, j each neighborhood_ �,,t tt" 1 '.r' -Sr- 4 "'AA' ' "*N.,,A1 .1)00\g II--•• +�I " If public parking will be impacted,prior coordination needs to be • ,fit?,1 ,, IL :• '' , ,( • ; , done with the City's Parking Department,and"No Parking"signs — �� ' e need to be in place at least 2 days prior.If construction vehicles "" i 'j ' -- 'e,1 o ' .� `�, must be parked on the road in front of the facility,our PI Team .t " of 'j.,, Gcrl"i:`''(^- i .•' also contacts area businesses to alert them of the tentative dates -r, }� '?~* " ''s' '` and times construction will occur and to determine if they have -'" +x ' r any specific needs,particularly in terms of parking and access. I,`' g gc"...r. — Additional details will be coordinated with the contractor to �.� ` ; ensure that businesses will not be affected during that time.Also, —- -, ;� 1 - as required by the City,there is a sign in the park explaining the °"� - -.a project. -_ --,�,....,,� d . a., When working at a facility or park,coordination with the Parks ! - ' and Recreation and Arts and Culture Department as well as other _ individuals like Veronica Hennig,Film and Print Production Liaison, _ ;t '.,::.— is a must. Planning ahead for upcoming events or permits granted 1 .\''' to film crews and photographers for the use of these facilities and -- "tea sa,44,�,-,,.+' , `� VI J .r, parks are a priority.We always work to accommodate them when ' �,„t.•, � possible-When these requests cannot be accommodated,the ""t t . , correct individuals in the City leadership roles must be notified- _ - ` N'X:iii'S }'; ti, The public information liaison needs to always stay informed of ' 17+k `•r•• •,' any local and City sponsored events. - _- ,+�,�` ,; N 5 City of Miami Beach/Engineering Services for Water&Wastewater Systems Projects/RFQ 2022-122-ND 205 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Stantec. Code of Business Conduct September 29,2021 Policy Stantec conducts business in accordance with high ethical, moral, and legal standards, and in the best interests of the Company, and its employees, shareholders, and other stakeholders. Stantec maintains business practices that will earn the respect of everyone with whom the Company conducts business. Practice The following standards are intended to protect the Company's reputation and the quality of its services. Compliance Responsibilities Stantec's Code of Business Conduct is to be strictly followed at all times and under all circumstances.Any violation will subject an employee to disciplinary action up to and including termination. This Code of Business Conduct applies to all employees and is not intended to be exhaustive.The Code of Business Conduct is intended to serve as a source of guiding principles to ensure all operations and employees approach their work in a consistent and appropriate manner, regardless of location, entity, or job function. It is vital that employees understand and comply with the Code of Business Conduct as well as recognize their continuing obligations to familiarize themselves with all Company policies and applicable laws that govern the work that we do. If questions arise about how the Code of Business Conduct applies or how a situation involving an ethical or legal issue should be handled, employees must,without delay,contact corporate counsel or another of the compliance contact points listed in this Code. Supervisors are responsible for all Employees reporting to them and must emphasize the importance of ethical conduct and compliance as part of their routine business practice. It is the obligation of all supervisors to see to it that there are no violations of law or policy within their areas of responsibility. Definitions The following words, phrases, and terms used in this Code have the following meanings: • "Company" or"Stantec" means Stantec Inc. or any of its wholly owned subsidiaries and affiliated companies • "Employees" means any director, officer, or employee of Stantec • "Supervisor" means the person an employee reports to, and in the case of the president and chief executive officer and members of the board of directors, means the chair of the board of directors Dollar values used in this Code are based on a North American cost of living. Anyone in a country outside of North America should reference the Stantec Code of Business Conduct Country Gift Limits guidance and/or contact our corporate counsel for guidance on the appropriate dollar amounts in your jurisdiction. DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct Stantec. Page 1 of 12 Reputation The reputation of Stantec is determined by how every employee presents herself or himself and conducts business. Honesty, professionalism, ethical behavior, and integrity when interacting with others are the cornerstones of our reputation and key to our business success.The Company succeeds in the marketplace through superior performance, not by unethical or manipulative practices. Abiding by the Law Wherever Stantec operates, it will always comply with applicable laws and regulations. In acting on behalf of Stantec, no employee shall, at any time, take any action which he or she knows or reasonably should know to be in violation of any applicable law or regulation. No unethical or illegal act can be justified by an employee saying that the act was in the best interests of the Company or that he or she was directed to act by a higher level employee.Any time an employee is uncertain about the application or interpretation of a law or regulation,he or she should consult his or her supervisor or seek the opinion of any of the Company's inhouse corporate counsel. Accurate Books and Records The Company requires full, fair, accurate, timely, and understandable recording and reporting of all Company accounting information. Employees must act in a manner that ensures all. Company books, records, accounts, and financial statements are maintained in reasonable detail, accurately reflect the Company's transactions, and conform to applicable legal requirements, accounting standards, and the Company's system of internal controls. Employees must execute and record transactions in accordance with all internal control procedures implemented by Company management. All records, including expense reports, must be complete and timely and must accurately reflect each transaction or expenditure. Employees must also ensure that their timecard accurately reflects the number of hours worked on each specific project. Any Employee involved in preparing the Company's disclosure documents (such as corporate filings or press releases)must produce full,fair,accurate,timely,and understandable disclosure in such documents. Employees are not to create or participate in the creation or perpetuation of any records that are intended to mislead or conceal any improper act or misconduct. Similarly, all legal holds must be followed, and no employee should destroy a Company record (including those in electronic form) in order to mislead or conceal any improper act or misconduct. Conflicts of Interest Employees have a duty to be free from the influence of any conflicting interest when representing Stantec. In dealings with current or potential clients, subconsultants, suppliers, contractors, and competitors, employees should act in the best interests of the Company to the exclusion of personal advantage. A conflict of interest occurs when an individual's personal or family interests may interfere with the performance of his or her duties or with the best interests of Stantec. Even the appearance of a conflict of interest where none actually exists can be damaging and should be avoided. Whether or not a conflict of interest exists or will exist can be unclear.Stantec employees should not compete with Stantec and should never let business dealings on behalf of Stantec be influenced,or even appear to be influenced,by personal or family interests. The following is a non-exhaustive list of circumstances which may give rise to a conflict of interest: Page 2 of 12 • DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct (VoStantec 0 Work Outside of Stantec Any activity that supports a competitor is prohibited. You may not be employed by (or provide consulting services to)a client,subconsultant,supplier,or contractor of Stantec.Any exceptions to this provision must be approved in writing by the business center managing leader and summarized and provided to the regional Human Resources manager to be placed in the employee's personnel file. Employment by or service on the board of a competitor or other service provider is generally discouraged and must be approved in writing by the employee's supervisor. Service on the board of a client must be approved in writing by the employee's supervisor and general counsel. All other requests for employment outside Stantec must be approved in writing by the supervisor, and summarized and provided to the regional Human Resources manager to be placed in the employee's personnel file. 0 Conducting business transactions with a family member or with a business in which you have a financial interest If you have,or intend to acquire,a financial interest that may give rise to a conflict,or if you propose to conduct Stantec business with a family member, you must seek written approval from your supervisor. Persons evaluating whether ownership in a business constitutes a conflict of interest will consider the following: 1. Size and nature of the investment 2. Nature of the relationship between the other entity and Stantec 3. Employee's access to confidential information 4. Employee's ability to influence Stantec decisions Material related-party transactions will be publicly disclosed as required by applicable laws and regulations. ❑ Dealing with Stantec property You, or anyone with whom you do not deal at arm's length, should not buy, sell, or lease any kind of property,facilities,equipment, or service from or to Stantec, or have a financial interest in any such property,facilities, equipment, or service without the written approval of your supervisor. ❑ Dealing with Stantec Information Except in the best interests of Stantec, you should not give, release, or discuss with anyone not authorized by Stantec any data or information on Stantec activities that is not available to the general public, nor should you use such information for the personal advantage of your family or friends. ❑ Soliciting,Accepting,or Offering Gifts You may not solicit,accept,or offer gifts,favors,entertainment(including tickets to sporting,cultural events, etc.), hospitality (including meals, beverages, etc.), travel, preferential treatment, or other things of value(collectively, "Gifts")from or to any person or entity that does business or seeks to do business with Stantec, except as provided below. Gifts should not be solicited or accepted from anyone for Stantec staff event prizes. You may not accept or offer cash (or cash equivalents, Page 3 of 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct Stantec including prepaid credit cards, checks, etc.)or loans under any circumstances.You may accept or offer infrequent Gifts of nominal value within the normal standards of courtesy, hospitality, or protocol.Any Gifts offered must be properly recorded in Stantec's records in accordance with our policies. No Gifts may be offered or accepted directly or indirectly(including Gifts to or from family members) if the Gifts exceed an aggregate value of$1,000 (Canada and United States only—see "Country Gift Limits"on StanNet for limits in other jurisdictions)to or from any individual in any 12- month period. Further, no Gifts may be offered or accepted if doing so • Is unlawful • Violates the stricter of Stantec's or the other party's policies or practices (you are responsible for knowing and adhering to the rules that apply to parties you propose to offer a Gift to) • Obligates the recipient in any way • Compromises or may appear to compromise the integrity, reputation, or independence of the recipient • Includes air travel or overnight accommodation • Includes the giving or receiving of entertainment where a representative of the company offering the Gift will not be accompanying the recipient to the event • Involves a public sector employee (which is broadly interpreted to include elected or appointed representatives and employees or consultants at all levels of any municipal, state/provincial, or federal government). Subject always to the policies of the party being hosted (public sector employees are often not permitted to accept Gifts), a beverage or light lunch or dinner (valued at approximately $50) incidental to a business meeting is generally acceptable. If an employee receives a gift that does not fall within these guidelines,the employee must report the gift to his or her supervisor and return it. If returning the gift is not practical,the employee must contact corporate counsel to determine and document how the gift will be dealt with. By adopting these practices, Stantec chooses to avoid even the appearance of impropriety. As consultants, we owe a duty to our clients to be impartial and to give objective advice and recommendations.Any bias or perception of bias or favoritism must be avoided. These practices also apply to expenses personally incurred by Stantec employees, even when no reimbursement from Stantec is sought,where the expense was incurred to further the business interests of Stantec or the party receiving the Gift. If in doubt about the interpretation or application of this practice—including whether an individual is a"public sector employee,"the definition of"incidental,"etc.—check with any of Stantec's corporate counsel before offering or accepting any Gift. ❑ Other Prohibited Conduct Offering,soliciting,accepting,or giving anything of value(including favors,confidential information, loans, discounts,job offers, kickbacks, bribes, etc.)to improperly influence third-party decisions is also prohibited. For more information, please refer to Stantec's Conflict of Interest Guidance. Page 4 of 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct Stantec: Inside.Information and Insider Trading During your employment at Stantec, you may sometimes have access to information about the Company and our business partners that is not available to the general public. You are prohibited from buying or selling shares of any company(including Stantec)about which you possess inside information. Information is considered"inside"if it is both material and non-public. Information is"material"if it would reasonably be expected to have a significant effect on the market price or value of the company's shares if it were made public. Examples of such information include, but are not limited to: • Financial results • Projections of future earnings or losses • Entering into or loss of significant contracts • • Pending or proposed mergers, acquisitions, or divestitures • Changes in senior management or other major personnel changes Information is"non-public"if it has not been previously disclosed to the general public and is otherwise not available to the general public. For more information, please refer to Stantec's Insider Trading Prohibition Policy. Dealing with Each Other Stantec recognizes that workplace diversity is an essential ingredient to our success. Stantec understands that effective relationships are based on the recognition of the value and worth of each individual and that it is necessary to provide a working climate that is conducive to the success and well-being of all employees. Stantec works to create an atmosphere of mutual trust and respect by being honest, fair, and consistent. Stantec treats all employees fairly and impartially and strives to consistently follow Company policies and practices. Stantec employees listen to one another and foster open and honest communications. Stantec values the opinion of employees, respects their diverse backgrounds, encourages communication among Employees, and solicits ideas and suggestions to improve or benefit the Company. Stantec prohibits the use by its employees of any social or other media to post or display comments about coworkers, supervisors, clients, or the Company that(non-exhaustively) • Are vulgar, obscene,threatening, intimidating, harassing • Portray the Company or individuals in a negative light • Are a violation of other workplace policies against discrimination, harassment, and violence Posting or displaying such comments could result in disciplinary action being taken against an employee. Dealing with Shareholders Stantec is committed to protecting and improving shareholder value through the prudent use of Company resources and by observing high standards of legal and ethical conduct in all its business dealings. The Company communicates with shareholders regularly, candidly, and promptly, providing the information necessary to evaluate its management and investment value. Page 5 of 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct Stantec Dealing with Clients Serving clients is the essence of Stantec's business. Meeting our clients'expectations and providing good value are the best ways to ensure ongoing demand for our services. Stantec will accurately represent its services and clearly communicate the terms under which these services are provided. Dealing with Subconsultants and Suppliers Stantec is committed to the fair treatment of subconsultants and suppliers and will select subconsultants and suppliers who provide the best value for the Company and its clients while also respecting its clients' wishes. Proprietary Information Belonging to the Company Employees must maintain the confidentiality of the Company's proprietary information. Examples of proprietary information include strategic plans, client lists, marketing plans, rate tables, and much of the technical information that the Company generates or uses in its business. The disclosure or misuse of Stantec's business information can harm the Company's competitive position and/or reputation and may be a violation of applicable laws. Employees, therefore, must not disclose business information outside the Company unless they are authorized and it is legal to do so. Proprietary Information of Others Stantec regularly receives proprietary information from its clients, subconsultants, and suppliers. The wrongful possession or use of any proprietary information of any third party is prohibited. Employees may use lawfully obtained proprietary information only for the purpose for which it is provided. If an employee is offered, or comes into, unauthorized possession of third-party proprietary information, the employee must decline the offer and take appropriate steps, if applicable, to return the information. Employees are prohibited from using any proprietary information obtained from prior employers. Improper Payments No payment will be made by, or improper benefit conferred on behalf of, the Company either directly or indirectly to government officials, political candidates, or officers or employees of clients, subcontractors, suppliers,or competitors that violates applicable laws.Bribes,facilitation payments,and trading in influence are strictly prohibited. Employees should familiarize themselves with Stantec's Anti-Corruption Policy. Personal Business Personal business should not be conducted during normal working hours.Any and all personal business activities should be confined to after hours or lunch breaks and should be consistent with this Code of Business Conduct, paying particular attention to the Conflicts of Interest section, Work Outside of Stantec subsection. Hiring Former Government Employees Employees must comply with all laws and regulations pertaining to employing or acquiring the services of present and former government employees. These rules apply to discussions with current government employees regarding potential employment by the Company or retaining such individuals in the capacity of consultant or subcontractor.These rules also restrict the roles and responsibilities that former government employees may perform after joining the Company. Any questions regarding activity which may create a conflict of interest should be raised immediately with corporate counsel. Page 6 of 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct Stantec. Legal Processes, Investigations,and Audits Occasionally,the Company may need to respond to inquiries, audits, or investigations imposed by outside entities or government authorities. It is required that employees bring all investigations and audits to the attention of corporate counsel immediately upon receipt of information, indicating that an inquiry, audit, or investigation by any outside entity or any government authority has commenced or is likely to commence and, in any event, prior to engaging with or providing any type of information or response. It is important to remember that penalties and fines can be imposed due to failure to respond, incorrect responses, and delays. The following are examples of occurrences that must be brought immediately to the attention of corporate counsel: 1. Notification of an inquiry, audit or investigation 2. Request to appear or testify before a governmental or quasi-governmental agency, commission, legislative, or administrative body 3. Subpoenas or requests for documentation, interviews, on-site visits, or inspections 4. Summons or complaints served on the Company 5. Notification of fines, penalties, or injunctive actions It is the policy of Stantec to cooperate fully with inquiries and investigations to the greatest extent possible. Knowledge of any investigation, even those that may appear focused on a supplier, subcontractor, client, or other Stantec-related party, must be communicated to corporate counsel immediately. Reporting Concerns Employees who become aware of any concerns about accounting, internal controls, auditing, or other financial or nonfinancial matters, including violations of applicable laws, regulations, or internal policies, must report such issues to the Company's Integrity Hotline. In the event that such an issue is brought to the attention of a Stantec employee,that person must refer the issue to the Integrity Hotline. Stantec's Integrity Hotline is hosted by an independent third party. The Hotline is structured to receive information verbally, by a web interface, or in writing, and all reports are treated as confidential. Requests for anonymity will be honored to the extent possible while still ensuring a full and proper investigation. It is important that anonymous reports contain sufficient detail for an investigation. Integrity Hotline numbers and address: • The Integrity Hotline Phone Numbers— • • Country Phone Number • Languages Spoken ^� Direct Dial:From an outside line,dial direct for your location: 1-855-389-9170 English,French, United States, Spanish Canada,and Puerto Rico Page 7 of 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct Stantec Country. t Phone Number i Languages Spoken •Argentina Direct Access:From an outside line,dial the direct access number for your location: Spanish(Latin American),English ➢ Argentina(Argentina Telecom):0-800-555-4288 > Argentina(Telefonica):0-800-222-1288 At the English prompt,dial 855-389-9170. Australia English International Toll-Free Service(ITFS):From an outside line,dial the ITFS number for your location:1-800-79-2097 Bahrain Direct Access:From an outside line,dial the direct access number for your location: Arabic,English > Bahrain(US military bases):800-000-00 ➢ Bahrain:800-00-001 ➢ Bahrain(Cellular):800-000-05 At the English prompt,dial 855-389-9170. i Barbados Reverse Charge Calls/Collect Calls:From an outside line,contact your local English,Arabic operator. ➢ Request a reverse charge or collect call to be placed to the United States: 503-444-4000 ➢ All reverse charge or collect calls will be accepted by the Contact Center using an automated English message. Belgium Direct Access:From an outside line,dial the direct access number for your location: Dutch,French 0-800-100-10 (European),German, At the English prompt,dial 855-389-9170. English Brazil Direct Access:From an outside line,dial the direct access number for your location: Portuguese,English > 0-800-890-0288 ➢ Cellular: 0-800-888-8288 At the English prompt,dial 855-389-9170. Brunei Malay,English Direct Access:From an outside line,dial the direct access number for your location: 800-1111 At the English prompt,dial 855-389-9170. Chile Direct Access:From an outside line,dial the direct access number for your location: Spanish(Latin American),English ➢ Chile(Telemax):800-225-288 ➢ Chile(Telefonica):800-800-288 ➢ Chile(ENTEL):800-360-311 ➢ Chile(ENTEL—Spanish Operator):800-360-312 ➢ Chile(Easter Island):800-800-311 ➢ Chile(Easter Island—Spanish Operator):800-800-312 1 At the English prompt,dial 855-389-9170. fl Page 8 of 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct 5 Stantec 1 _ _Country Phone Number l _ Languages Spoken I China Direct Access:From an outside line,dial the direct access number for your location: Mandarin,Cantonese, English ➢ China(Southern):10-811 ➢ China(Northern):108-888 At the English prompt,dial 855-389-9170. Ethiopia Amharic(Ethiopian), Reverse Charge Calls/Collect Call:From an outside line,contact your local operator. English ➢ Request a reverse charge or collect call to be placed to the United States: 971- 371-7833 ➢ All reverse charge or collect calls will be accepted by the Contact Center using an automated English message. Fiji Islands English Reverse Charge Calls/Collect Call:From an outside line,contact your local operator. ➢ Request a reverse charge or collect call to be placed to the United States:503- 444-4000 All reverse charge or collect calls will be accepted by the Contact Center using an • automated English Message. India English,Hindi Direct Access:From an outside line,dial the direct access number for your location: 000-117 At the English prompt,dial 855-389-9170. International Toll-Free Service(ITFS):From an outside line,dial the ITFS number for Italian,English Italy(includes your location:800-172418 San Marino, Vatican City) Malaysia Malay,English Direct Access:From an outside line,dial the direct access number for your location: 1-800-80-0011 At the English prompt,dial 855-389-9170. Netherlands Global Inbound Services(GIS):From an outside line dial the direct access number for Dutch,English your location:08000200028 New Zealand Global Inbound Services(GIS):From an outside line dial the direct access number for English your location:0508974209 Pakistan Direct Access:From an outside line,dial the direct access number for your location: Punjabi,Urdu,English 00-800-01-001 - ➢Not available from cellular phones At the English prompt,dial 855-389-9170. Panama Direct Access:From an outside line,dial the direct access number for your location: Spanish(Latin American),English 800-0109 ➢(Spanish Operator):800-2288 At the English prompt,dial 855-389-9170. Page 9 of 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct 5-Stantec . i Phone Number w T Languages Spoken [Country Peru Spanish(Latin Direct Access:From an outside line,dial the direct access number for your location: American),English ➢ Peru(Telefonica)—Spanish Operator):0-800-50-000 ➢ Peru(felefonica):0-800-50-288 At the English prompt,dial 855-389-9170. Qatar English,Arabic Reverse Charge and Collect Calls:From an outside line,contact your local operator. ➢ Request a reverse charge or collect call to be placed to the United States: 503- 444-4000 ➢ All reverse charge or collect calls will be accepted by the Contact Center using an automated English message. Saudi Arabia English,Arabic Direct Access:From an outside line,dial the direct access number for your location: 1-800-10 At the English prompt,dial 855-389-9170. Taiwan Mandarin,English Direct Access:From an outside line,dial the direct access number for your location: 00-801-102-880 At the English prompt,dial 855-389-9170. Turkey Turkish,English Direct Access:From an outside line,dial the direct access number for your location: 0811-288-0001 ➢Not available from cellular phones At the English prompt,dial 855-389-9170. United Arab Direct Access:From an outside line,dial the direct access number for your location: English,Arabic Emirates ➢ United Arab Emirates(du):8000-555-66 ➢ United Arab Emirates:8000-021 ➢ United Arab Emirates(US military base,USO and cellular):8000-061 At the English prompt,dial 855-389-9170. English United International Toll-Free Service(ITFS):From an outside line,dial the ITFS number for Kingdom your location:0808-234-3434 The Integrity Hotline Web Intake—www.stantec.ethicspoint.com • The Integrity Hotline Address: . Integrity Hotline c/o Stantec #400, 10220—103 Avenue N.W. Edmonton, AB T5J 0K4 . If issues that have been reported to the Integrity Hotline are not clarified or otherwise dealt with to the satisfaction of the employee,that employee may file a complaint.To ensure a correct understanding of the matters subject to the complaint,the complaint should be filed with the Integrity Hotline in writing (although the complaint may be made verbally to the Integrity Hotline if the person making the complaint prefers), Page 10 of 12 DocuSign Envelope ID:IA924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct Stantec: should be as specific as possible, and should identify any relevant documents. In order that prompt action can be taken,the complaint should be filed as soon as possible. If the complaint has been made verbally to the Integrity Hotline, it will be reduced to writing. If the person making the complaint does not wish to maintain anonymity, the complaint may be submitted to the employee's immediate supervisor.Any supervisor who receives a complaint must forward the complaint to the Integrity Hotline. The complaint may also be submitted directly to the chair of the Audit and Risk Committee. The chair of the Audit and Risk Committee is Shelley A. M. Brown, and she can be contacted at(604)417- 8548 or by email at shelleybrowncpa@gmail.com Commencement of Process If the nature of the complaint is material to the affairs of the Company or involves any officer of Stantec Inc., then the issue shall immediately be reported to the chair of the Audit and.Risk Committee who shall appoint a fact finder(who may be the general counsel or any other person designated by the chair of the Audit and Risk Committee) to investigate the complaint and issue a fact-finding report. The fact finder must be independent and must not be a manager, directly or indirectly, of either the individuals involved in the matters'complained of or the individual making the complaint. All other complaints will be investigated by the general counsel or his or her designate. The general counsel shall prepare a quarterly report to the Audit and Risk Committee summarizing the nature and disposition of all complaints received by the Integrity Hotline;this report will include an overview of any ongoing investigations or the resolution of any complaints. Confidentiality Confidentiality—relating both to the fact that a complaint has been made and to its investigation of employee complaints—will be maintained to the greatest extent possible. Only persons with a reason to know will have access to information relating to the complaint and its investigation. Fact-Finding Investigation The fact finder and/or general counsel will investigate all matters brought to the Integrity Hotline, such investigation to include interviews of persons who may have information concerning the matters in issue. The fact finder and/or general counsel will have access to all relevant information and documents.The fact finder and/or general counsel will complete the investigation and the delivery of the fact-finding report as soon as practicable after the receipt of the complaint. The Fact-Finding Report The fact-finding report will concisely summarize all facts and issues learned during the investigation and will offer recommendations. Fact-finding reports respecting complaints material to the affairs of the Company or involving any officer of Stantec Inc. shall be delivered to the chair of the Audit and Risk Committee. Evaluation of the Fact-Finding Report The Audit and Risk Committee will review all fact-finding reports delivered to the Committee and may review other facts relating to the complaint. Any decision of the Audit and Risk Committee regarding the subject matter of the complaint will be communicated to the designated corporate executives and to the person filing the complaint, unless the complaint was filed anonymously. Page 11 of 12 DocuSign Envelope ID:1A924BD4-AD53-4645-A635-133C6AE569C6 Code of Business Conduct Stantec Potential Outcomes' ' If it is determined that improper accounting,internal accounting controls,or auditing matters have occurred, or if something improper of a nonfinancial nature has occurred, appropriate action will be taken, including discipline of the wrongdoer(s). Discipline may take the form of counseling, verbal or written warning, reprimand, reassignment, suspension, demotion, and/or termination of employment. In appropriate cases, the matter may be referred to legal or regulatory authorities. Retaliation It is unlawful to retaliate against an employee who has, in good faith, provided information or otherwise assisted in an investigation regarding a complaint. The Audit and Risk Committee, the Board of Directors, and the Company will not tolerate any retaliation against an employee for complaining in good faith of questionable accounting, internal accounting controls, auditing matters, or nonfinancial matters, including violations of applicable laws, regulations, or internal policies, or for cooperating in the investigation of a complaint. Complaint File Retention At the conclusion of the process,the Audit and Risk Committee shall cause the office of the general counsel to confidentially retain a copy of the complaint, the fact-finding report, and any other documents deemed relevant by the Audit and Risk Committee, for a period of three (3) years from the date of the complaint. Such retention shall be solely for archival purposes. • Page 12 of 12