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Agreement with 300 Engineering Group, P.A
DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 .ContractNo.22-i22-O5 AGREEMENT BETWEEN? 'CITY OF MIAMI,BEAdFI AND 300,ENGINEERING GROUP; P.A. FOR. ENGINEERING SERVICES'FOR WATER AND WASTEWATER SYSTEM PROJECTS' PURSUANT TOREQUEST FOR QUALIFICATIONS,NO,'2022-122,N11 gp_94.01,p, DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No.22-122-05 AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND 300 ENGINEERING GROUP, P.A FOR ENGINEERING SERVICES FOR WATER AND WASTEWATER SYSTEM PROJECTS 2/8/2023 12:15 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 300 ENGINEERING GROUP, P.A., a Florida Corporation having its principal office at 2222 Ponce De Leon Blvd. Site 300, Miami, Florida 33134 (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 300 Engineering Group, P.A. 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No,221'22-05: 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 .duly authorized,'in writing, by.the City'Mariager or his authorized designee;prior to cori rneticement of same. APPLICABLE"LAWS: "Applicabl'e.Laws"' means alllaws,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 ProjectSite 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 ;B'udget."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 2 and,the,'Consurtanf Service Order. Any Services not specifically enumerated as Additional'.Services(as defined herein)shall also 'be considered.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, the exercise of such '.regulatory;authority and 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'attributable in any manner to City:as a'Party to this Agreement, CITY'COMMISSION: "City Commission"shall mean the governing,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 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: "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"), asset forth in the Consultant Service Order. •CONSTRUCTION.D.00UMENTS: "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 in detail the requirements for the construction of the,Project. The Construction Documents shall set forth in full all details necessary to completethe 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 (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 Agreement that will perform (Or cause to be performed through subconsultants'acceptable to. the City), all Services 3 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Contract No.22122-05 required under this Agreement and/dr Consultant Service Order:When the term"Consultant.°as used In' this' Agreement it 'shall also be •deemed to include, any',officers, ,'employees; or agents. of Consultants,.'end;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 '("Subconsultarits"). The Consultant,shall not,be':replaced by any other entity, except'as otherwise` permitted in this Agreement The Subconsultants in Schedule "D"', attached hereto, are hereby approved by'the City'Manager for the'Project.. CONSULTANT SERVICE ORDER:•Con's.ultant Service Order (."CSO") shall. mean'.the work.order issued by the City to Consultant (rn,substantial form as in Schedule A.'attached hereto),'that specifically describes and delineates the :particular 'Services, (Basic.Services and/or. Additional Services)WhichWili be,required of Consultant for the Project that is the subject:'of such Consultant Service Order, and which may include studies or study activity, and/or'professional'•services= as defined in Section287.055-of the Florida Statutes. Service Order Amendments shall be. approved in accordance with Contract Approval Authority Procedure 03.02 or.as amended..The.City Managerreserves the right to seek the approval:of the .City-Com,mission:for any such Service Order Amendment, ,CONTRACT' AMENDMENT "Contract Amendment"' shall, mean a written modification to the Agreement approved by the City (as specified below),and executed.between City and Consultant; covering changes;additions,or reductions in the terms of this Agreement including,withoutlimitation, authorizing'•a 'change in•'the Services, .or the method and,manner of performance thereof, or an, adjustment in the-fee•and/orcompletion dates. •ContractArnendrnents shall be approved accordance With Co.ntract,ApprovalAuthority,Procedure. 03:02 or as, amended. The City' Manager .reserves, the..right to .seek the. approval of the City Comtttissien for any_s h`Contract Am'endn'ienf: CONTRACT.DOCUMENTS:."Contract Documents" shall mean this:Agreement (together with ,all exhibits, schedules,addenda. Consultant Service Orders and written amendments issued thereto),, .and all:Design Documents and Construction Documents: The Contract Documentsshall.!also include, without.limitation (together with,all exhibits, ,schedules,, 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 forConstruction, surety.payment•and performance`bonds,, Conditions.of-'tale Contract. for .Construction' ':(General, Supplementary, and Other.'Conditions), Divisions ,0-17 specifications, an approved Change Ord'er(s), approved Construction: C hange Directive(s),,and/or 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 the Consultant.for` performance' of the Work contemplated by (or reasonably inferable from)the.Contract Documents_ CONTRACTOR; "Contractor' shall Mean.:the individual or individuals, firm, conipany,•Corperetion,, joint•venture; or other entity contracting with City•forperformance of the Work covered in the Contract Documents. The. Contractor may be•a general contractor, construction manager, design-builder or .any 'other 'duly licensed 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 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 4 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Contract`No:22,122-05 Package must specify performance based criteria forr the design-build 'Project, including the,legal description of the site, survey information concerning the site,interior'space.requiretnents,,Material 'quality standards;..schematic layouts and conceptUal,design dlitea,of the project, cost or budget estimates,design and Construction schedules,site development reqUiterrients,,prOvitionsfor utilities, stOrmWaterretentien.anrid isposal,;and parking requirerneritt'applidable,to.the project.. :DESIGN DOCUMENTS: "Detign Docurnents" means all'plant, drawings speCifiCationt, 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 donderriing all items of the Project necessary'for the final preparation of the 100°6 completed, permitted Construction Documents in accordance with the' requirements of the Contract Documents including, without limitation, all .architectural and engineering elements at May be appropriate. Design Documents shall not be part of the Contract DOcurrientt, until (a) the 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 proteduret as providedby.the'Contract DocuMentS,However approval by the,City shall not in any way be construed, interpreted and/or deemed 10 constitute a waiver or excuse Contultant's. obligations to ensure the Design Documents are constructible, in compliance with all Applicable Laws and;in accordance with the.Contract Ocoprrierits. PROJECT:. "Project'shall mean that certain City capital project described in the Consultant Service Order. Project Cost: "'Project Cost' than mean the estimated total cost of the Project, as described in the CSO. Project Scope:- "Project Scope"shall mean the description of the Project, as described in the CSO: PROJECT ADMINISTRATOR 'Project Administrator" shall mean the individual designated.by the City Manager who shall be the City'..t 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 Projedt). PROPOSAL DOCUMENTS: "Proposal Documents" shall 'Meant the 'RFQ, together with all amendments or addenda thereto(if any), Which is incorporated by'reference into this Agreement and made a part hereof; provided, however, that in 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 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.key.personnel listed therein, and:its capability'to perform and'deliver the Services in adcordance with this Agreement and consistent with theall representations made therein. SCHEDULES: ''Schedules" shall mean the various schedules attached to this Agreement and referred to as follows: Schedule A—Ocinsultant ServiCe Order 'Sthedule B— Hourly Rate Schedule- Schedule C Approved,SubconsultahtS, Schedule,D FEMA-ProVisions for,Contracts 5 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB .contract No:..22-i.2?-05 SCOPE OF SERVICES 'Scope of Services".shall include,the,Project Scope, Basic Services, and any Additional'Services(as'approved by.the`City),allras'described in Schedule"A" hereto and further described.in the CSO. SERVICES: ":Services"' shall mean all services, 'work, and'actions:by the Consultant•performed, pursuant;to:or undertaken.under this Agreement,,!including services delineated:as part of•the Scope: of Services. SOFT COSTS:. "Soft Costs" shall mean.costs.related to'the.Project,other. than.Construction Cost including, without limitation, Consultant's Basic. Services, •Additional Services, ,surveys, testing, general consultant,financing, permitting fees and other similar costs,aSdetermined by the City; that ,are not.considered.es direct costs.,forlhe construction of the.ProjecL STATEMENT OF PROBABLE CONSTRUCTION.COST: "Statement of Probable Construction Cost:'shalt mean,the'`detailed estimate prepare&by-Consultantii7 Construction Standard Index("CSI") format or Other format approved ..by the ,Project Administrator, which includes the Consultant's estimated total construction cost.to.the City of the Work for the,Project(as'established'in the Contract Documents, as they may 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 end construction contingency for the Project. Costs shall. be adjusted to the,pro!ected•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„permits and conditions thereof,,building code changes and,government,approvalsi licenses: tests, quality assurance and/or quality control'inspections..and related certifications, `surveys;; studies, and other iterps, 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 functional and functioning Project'as set forth iti'the Contract Documents. ARTICLE 2:BASIC SERVICES 2.'i The Consultant.shall provide Basic Services for the. Project, 'specif tally described in the Consultant Service Order and in accordance with the hourly;rates in.Schedule.13: The Consultant 'Shall'be qualified and properly professionally licensed" professional in'the State of Florida and as 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 SubconsLiltant: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 by any entities;agencies,boards; governmental authorities and/ar any other professional organizations with jurisdiction governing the professional`,practice area for which the:subconsultant'has been engaged,by Consultant to perform professional services In con nection:'with,the 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 copy to th.e 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. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No;2242205 2.4 The Consultant warrants and represents to the City that All of the Services tequired under this Agreement shall be performed in- accordance with -the, standard of care normally 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 iperform the 'Services. Consultant warrants and represents to the City that it-i$ responsible for the technical accuracy.of the SerVicea. 2.5' The Consultant's Basic services may.cOnsist Of various task& inClUding planning, desigh,., bidding/award, preparation of'a DCP,,studies, construction administration, and Additional Services (as may beapprOved),all as further described in the Consultant Service Order,and shall Include any and all of Consultant's responsibilities and obligations with respect to the PrOject, es set forth in. the General Conditions Of the Contract for Construction. 26. 'RESPONSIBILITY FOR•CLA(Nip.AND LIABILITIES No action or omission by City shall waive or excuse Consultant's obligations under the Agreement and/or other ContraCt Documents and Consultant shall remain,fully liable for 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 by the City shall not constitute.nor be deerned'.a release of the responsibility and liability of the Consultant(or any.subconsultantS),for the 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 or omission in the,Services Moreover,neither the pity's inspection,,reviews approval or acceptance of, nor payment for, any Services required under the Agreement shall be construed'to relieve the Consultant(Or any subconailtant)of its obligations and responsibilities under the Agreement, :nor constitute a waiver of any of the City,,s rig* under the ,Agreement,or of any cause of action.arising out of the performance of the Agreement The Ponsultant Shall 60 and remain liable to the City in accordance with 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 actst negligent acts, errors or omissions in the perfOrtriariC&Of the Agreernent. :2.7 TIME: !tit understood that time isqfthaessanceinthe completion of the Project and,In'this respect, the parties agree.aS folloWs!: 2.7yt Term:' The term ofthi ,Agreement shall commence'upon execution.by the City ario Consultant, which shall be the Effective pate referred to on page I 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 fortf-C.in the Consultant Service Order, including the time for completion of the work end/or.services for sych Project(as set forth'in the particular Consultant Service Order); 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 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 concUrrentwork by others. 7 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 'Contract No.22-122-O5 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 4an:adjustment to,the Consultant :Service Order completion time, if Made necessary because of undue delays resulting.from delays by :the City (or authorities having jurisdiction over .the Project) in reviewing] and approving..the Consultants submissions,_or. any .other portion of the Services 'requiring approval by the City',(or-Other governmental authoritieshaving jurisdiction over the Project); Consultant shall immediately provide the Project Administrator with written notice,stating the reason for the.particular,:delay; the requested adjustment '(i.e.. extension)`to the Project Schedule; and a revised anticipated schedule,of completion, Upon receipt,and review of Consultants request fend such other documentation as the Project,Administrator may require); the Project Administrator may grant a reasonable 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.iri writing. i2& Consultant shall u„se its best efforts to .Maintain a;cOnstructiVe, professional„ cooperatve working relationship with the Project Administrator,'Consultant and any and all.other .individuals and/Or firms that have,been contracted, or otherwise retained,to perform work dii the.Project, 29 The Consultant shall perform its-duties.under this Agreement,and under a,Consultant.Service Order, in a:competent,,timely and professional'Manner,and shall b'e.'responsible to the City forany, .failure in its performance, except to the extent,that ,acts or omissions by the City make such .performance impossible. 2.10 The Consultant it responsible for the-professional quality,;,technical,accuracy-,completeness,. performance:and coordination of allFServices-required under the Agreement and under'the Consultant Service Order(including the.services performed;by.subconsultants),within the.specified tune period' and specified cost.. The Consultant shall perform the.Services utilizing the,skill, knowledge, end. 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 ail other rights and remedies which the City may tiave, the Consultant.shall, at kits 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_conformina construction work resulting from such deficient Services for.a.period beginning OR the.Effective'Date.of this Agreement and ending twelve.;(12) months following final 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. 2.1.1 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 expensey any or all parts of the Services and the Consultant shall fully cooperatein such review(s). Whenever others are required to verify; review, or consider any Services performed'by Consultant (including, without iirrritation, 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 inconsistent with Applicable.Laws; or which are inconsistent with :standards, decisions ore'.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 S DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No.22-122-05 reaeivecomments from feviewers, in'writing: Consultant shall'address comments forwarded to it in a timely manner:, The term "timely° .shall,be. defined to mean es ,Soon as possible under ,the circujpstaricesc taking'into accountthe tirrleline_s Otte.Project Schedule., 1 The"Consultant acknowledges that a Performance 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. 2:.12 Consultant-agrees that.When any,portiion.'of the Services.relates to a professional service which,,under Florida Statutes, .requires.a license, certificate Of authorization, or Other form: of legal entitlement to practice and/or perform such'Ser iice(s),'it shalt employ and/or retain only qualified duly licensed certified personnel to Provide same: 2.1:3 ,Consultant agrees to designate,in,Writing;,within-five(5)Calendar days after receiving a fully executed'Consultant Service Order;a qualified licensed professional;to serve as its project manager, (hereinafter referred to as the "Project Manager'). The Project Manager:shell. be authorized and responsible•to act on beehalf.of: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 Hof the City Manager or the ProjectAdministrator: Replacement (including reassignment)of an approved Project Manager,shall not be made without the prior written. approval of`the,City Manager or his Or her.designee(i.e..the:Project.Administrator. 2431 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.end replace a !Project Manager, or any.other,personnel;employed or ,otherwise, retained by 'Consultant for the Project '( including, without limitation, any subconsultents): ;2:14 :Consultant.agrees'not to div_,ulge,furnish or make available:to!eny.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. Consultantshall-also require subcorisultants to:comply with this.subsection. 2.15 The City andConsultantacknowledges that the Services;es'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.'perforating; work, services and/Or tasks !on. a particular Consultant.Service Order, !Consultant determines�that.work and/orservices 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 thescope 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. Performance of any such•work and/or services by Consultant without the prior written consent of the ProJect Administrator shall be undertaken at Consultant's sole risk,and liability. 9 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Contract:No.22-122,05 2:16 Consultant shall establish, .maintain, and categorize any end. all Project documents- and records,pertinent to the,Services and shall,provide the City, upon request,with copies of any end all such documents:and/of records. In addition, Consultant shall provide electronic document.files•to the. City upon_completion,of.the'Project„ 2,1X' 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. THE CITY'S PARTICIPATION, FACILITATION 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 DOCUMENTS. THE PARTICIPATION IN THE PERFORMANCE OF ANY OF CONSULTANT'S OBLIGATIONS SHALL NOT PRECLUDE THE. CITY FROM DECLARING CONSULTANT IN DEFAULT FOR CONSULTANT'S FAILURE TO PERFORM SUCH'OBLIGATION, NOR SHALL IT LIMIT,IN 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 PROCEEDING 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 OF THIS AGREEMENT OR OTHER CONTRACT DOCUMENTS,THIS SECTION SHALL GOVERN. •2:1'8- GREEN BUILDING'STANDAROS:. if applicable, .the .Consultarit shalt, 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.. SUBCONSULTANTS: All services;provided by subconsultants she be.consistent with those commitments made by the Consultant_in its Proposal and.during the.competitive solicitation selection .process and interview,as indicated in Schedule C..Such services shall*Undertaken performed pursuant to appropriate written agreements,between the Consultant and the,subconsultants, which shall contain provisions that,preserve and protect the rights ofthe 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 or designee, in,response to a written request:from the Consultant:stating the reasons for any proposed substitution: The Consultant shall cause the names of subconsultants responsible•for significant portions of the Services to be'inserted•on the plans 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 Of the subconsultant'Swofk. The Consultant shall, upon the request of the City, submit to the. City such 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 10 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No:22-122-05 contracts with the:subconsultant:with respect to .the Project. However,, the,City`s'failure to:request. such•documentation or evidence and/or failure;to enforce in,any way the terms.an'd provisions_of this .Section„the: Agreement.and/or any other Consultant Service Order during the:Project does,not excuse,waive and/or condone in:any way'any'noncoinpliance of the requirements set forth therein including;without limitation,the professional licensure requirements. Anyapproval'of a subconsultant by the City shall in no way shift from.the.Consultant,to City"the 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 increase in compensation to the Consultant for payment of'the'Services. .ARTICLE 3.THE'CITY'S'RESPONSIBILITIIES 3_,1. The City Manager:shall designate Project Administrator,.who:shall be_the City's,authorized representative to act on•City's behalf with.respect to the Citys responsibilities or matfers..requiring City approval under the Contract Documents; The'Project:Administrator.shall be authorized, to transmit instructions, receive information',interpret and define City policies and decisions•with respect to the Services-and the Project-and to act on the City's behalf in respect of such other matters as the City Manager may specify. 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 noway constitute.a waiver of, or excuse;.the Consultant's obligation to,comply with-the requirements of the Contract Documents; 3; The City Shall make'available to Consultant, for`the,convenience of the Consultant Only; 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 the extent it deems necessaryyall information furnished by the City,'andthat 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 Consultant has"satisfied'itselfas'to;the reliability'of the lnformatidn.. 3.3$ At anytime,in his/hersole discretion,the city Manager.may furnish accounting;and insurance counseling -services for. the Project '(including, .without limitation, auditing iserviteg to. verify the Consultant's applications for payment, orto ascertain that Consultant has properly remitted payment due.to its:aubconsultants or vendors). •3,4 'If the City observes or otherwise becomes awiare of anyfault or defect in the Project;or non- Conformance with the Contract Documents,the City manager,through the Project,Administrator;shall give prompt.written•notice thereof to'the:Consultart. 3,5 The. City Manager, acting in 'its proprietary capacity'as Owner and not, in•Its: regulatory. capacity,,shall render administrative:approvals and decisions•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 final authority to door;to approvethe following actions or conduct, by,passage ofan.enabling'resolution or amendment to this Agreement: al: DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contrac,t to.22-12245 the,City'Commission shall belie:body tO consider, 'comment upon,.or approveany .assignment, sale; transfer,Or subletting of this Agreement Assignment and transfer shall be defined to also include,sale of the majority of the stack of a corporate conSultant '3:62 .COntraCt AMendtrientS shall be apprOved fri accordance with Contract:Approval Authority ProcedOre 0102.or as ernerided. Except where otherwiSe expressly rioted in,this‘Agreernerit: the'City Manager shall terveas the City's-priMary representative to whom administrative (proprietary) requests for decisions.and: approvals requirednereunder,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 Which 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 replacernents),and of*tystibtortstiltarft (and:any replacements). 3,7.2 The'CRY Manager shaft decide.and render:administrative.(0roprietarY) a000Ohp on matters'erising our,euept to this AOreerherit which are not otherwise expreleiStprovided for In. this :Agreement. 'In his/her discretion., the City Manager may also consult with.the City ComMiSsiOnon such Matter* .3;7.3' At the.request of consultant, the City Manager shall be authorized,,but nOtrequired, to reallocate Monies already budgeted.toward payment of the Consultant, provided,however, that the Consultant's compensation(Or otherbudgets established by this Agreement)!May not be increased without.the prior approval of the City commission;Which approval(if granted,at aft)ShalJbe in,its sole discretion. 3,741 Contract ArriPtitimants shall be approved in accordance With Contract 4-1-tirgvoj. 'Authority Procedure Dug Or as amended. 3:7" The City Manager may,in his/her sold discretion,form a.committee or committees,or inquire of,or-consult with,persons for the purpose,of receiving advice and recommendations relating to the exercise of the City s pdyVers,-duties, and responsibilities under this AgreeMent, or the Contract-Cowmen-W., 3;7:re The 'City Manager shalt be.the: City CornMisaion's authorized representative with regard to.acting,on behalf of the City in the event of issuing any default notice(s)tinder:this Agreement,and Should such default remain Uncured,in terminating the (pursuant to and in accordance with Article lb hereof). 3:.8, The City's.reviexiv,evaluatiorvor,cornment as tii any OOOurrientspreparect by or on behalf Of the Consultant shalt,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 City',and may not be relied upon in anyway by the Consultant or any other third party eS,a.substantive review thereof. ARTICLE 4. RESPONSIBILITY FOR,CONSTRUCTION,COST 4.1, The City shall establish, a 'Construction Cost Budget fOr the project, as set forth in the 12 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Contract No.22-122495 Consultant:Service Order. Consultant shall design-the'Project'so.that the Coristruction'Cost Budget for the.Project is.not exceeded., As part of•the Basic.Services, Consultant shall design and/or•re- design the Project to the 'Construction. Cost Budget:in accord ance with this Article 4,.making.all revisions necessary to maintain the Construction Cost Budget. Consultant shall attend'meetings with the City to review.and discuss cost estimates;cost-saving alternatives;and implementation Or revision of the Design Documents and Construction Documents to address such items,as may be necessary 'to Meet the established budgetparameters setrforth in the Construction Cost Budget. 4.2. :Consultant shall provide and/or update'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. 42.1. 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(+1-15%),of the Construction Cost Budget. lf 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 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 inthe: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 mod cations, 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 the30%and 60%completion of.the:Design Documents, Consultant shall update its. Statement of Probable Construction.Cost,which must include an estimated 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 Statement of Probable Construction Cost exceeds the City's Construction Budget by more than ten percent (1096.), 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 ten percent (10%).of the City's-Construction Budget. Upon obtaining: City's approval:of any;proposed modiications, Consultant.shall incorporate:such modifications within the Design Documents,as part of the Basic.Services and•at no:ad.ditional''cost to the City. At the 90% stage completion cif the Design Documents and at completion of the Construction Documents,.Consultant shall 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 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's approval Consultant shall promptly modify the Design Documents or Construction Documents within thetime 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 no,additional cost to the City. 4.2.4. To ensure that 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 13` DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract Ni.22-122-95‘ element and include a.breakdown of the fees, general conditions and a reasonable and appropriate •corittruetiOrt cOntingency: 43, ,donsultant shall certify and Warrant to'the.City that the Staten ent of Probable Construction Cost and any update thereto, represents Consultants best judgment Of the,Construction Cost for the. Project as,an •experienced design professional familiar with the..constructiOn,industry; provided, however,that.Consultant cannot(arid does not)guarantee that bids or negotiated priees,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 Consultants final updated Statement of Probable Cost by more than ten percent(109/9), the Project Administrator shall provide notice 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 CohstruCtion,Cost, and'Consultant shall provide any required revisions to the Contract Document a (including, without limitation, the Construction Documents) within the time period specified by,the Project Administrator(which time period for completion she'll not exceed ninety(0). days from the date Consultant is notified to re-design),and shall provide rebidding services,as many times as may be reasonably requested by the City,as part ofthe Basic Services and at additional cost to the City,.in order to bring any resulting, responsive and responsible bids within ten,percent (1 0%)of the,Consultant'a final,uOdated Statement of Probable'Cost, 4.5. The Construction Cost Budget shall not.be exceeded withpUt fully justifiable, extraordinary„ apd:unforeaeencircUmstances (such as Force Majeure)which are beyond the,control of the partiea. 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 Commisaion., The.City Commission shall have no Obligatipn tO approve,anincrease 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 Agreement(and the remaining Services) without any further liability to the City. 4:6. The,City Commission 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'4i1 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 option)authorize rebidding of the Projett..(5)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 within the Construction Cost Sudget, ARTICLE S. ADDITIONAL SERVICES Additional Services shall only, be performed by Consultant following: receipt Of written authorization by the Project Administrator (which authorization must lbe obtained prior to commencement of any such additional work by ConsUltant).The written authorization shall contain a description-ate 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 Schedule "B" hereto), with,a "Not 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 AdMinistrater.The'Not te Ekeeed'arnountis not a guaranteed Maximum cost for the additional work 14 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 contract No.22-t22 05' requested(br,.in the case of.Reinitiursables,for the expenses),,and all costs applicable.ta same shalt be verifiabietrough time sheets(and:;far'F eimbursables,'expense reviews): •5.2. Additional:Service"s.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 by City_ 5r2.2,. 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).. 52 3.. .City-Requested. Revisions, to Construction Documents Making, revisions to :Construction Documents, resulting.in or froiri '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 are due.to causes .beyond the control of Consultant 5.2.4 Expert Wittiest: ExCept'insofar as the'Consultant is'required by legal ,process- or subpoena ta appear and'giive'testimony, 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 OanSuitant.is'not!in issue. 5.2.5 Procurement: Assistance in connection with bid protests;re-bidding,or re-negotiating contracts (except for Contract Document revisions and re-bidding services required under. Section 4.4 hereof, which shall,be;provided et no additional.cost.ta_City): 5:2v6: Models: Preparing professional perspectives, Models.or renderings in addition to those provided for in thit Agreement except insofar as tlese'are otherwise useful or necessary tp the:Oonsultant in the provision of Basic Services, 5.2,7. Threshold lnapection/fvlaterial Testing arid'Inspection: Providing,threshold inspection tervicet and material testing/special inspection services, provided,that Consultant, as part of the 'Basic Services; shall report on the.progress the Work, ,includiing.any defects and deficiencies that maybe observed in the Work. 5,2:8. .Pre-Design.Surveys i Testing: 'Environmental investigations and site evaluations, provided, however,, that surveys of the existing ;structure required to complete as-built documentation are not;additional services: 5.2,9 Geotechnical engineering. 'Providing geotechnicel engineering: services 'or site 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 set forth in Schedule'`B" 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. • 15' DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No:22422-05 'Except as specified herein,•services that ate required for corrfpletion of the Constriction pocuments shall be.part.of Consultants,Basic Services. Reimbursable Expenses shall be authorized and approved,in accordance with,Article.6nereto: ARTICLE'6.REIMBURSABLE EXPENSES. 6,1 Reimbursable 'Expenses. :must- be authorized, in advance, in writing, by the Project Administrator; Invoices or vouchers for Reimbursable Expenses shall be submitted to the.Project Administrator.(along with any supporting receipts and other back=up material requested by the Project Administrator). Consultant shall'certify as to each,such invoice and/or voucher that the amounts and items claimed es reimbursable are "true and, correct and in accordance. with the 'Agreement:" Reimbursable Expenses may include,,but not be limited to,the following: • Cost ;of reproduction, .courier,, :and' postage and handling of drawings, plans, specifications;and other Project documents(excluding reproductions for the office use: of the Consultant and its subconsultants, and.courier, postage"and handling costs between,the Consultant and`its subconsultarits), ■ Costs for reproduction and preparation of graphics for community workshops • Permit fees..required by City:of`Miamii Beach regulatory bodies.having jurisdiction over the Project(r:e City Permit fees):• 62 Reimbursable expenses are an'allowance Set'aside'by the City and. Shall' only'include actual expenditures,made by the`Consultant in the interest.'of the'Project, provided such expenses are•authorized in advance by the City Manager in a CSO Thereimbursable expenses allowance;as :specified herein", belongs to,!end shall be controlled by the City(i.e„unused portions Will be retained by the City and'shall not be paid to Consultant),'Only'approved travel related expenses authorized by a CSO will be reimbursed CO the Consultant:in an.amourntnot to-exceed the agreed upon amount reflected on.the. corresponding-CSO; and in:accordance:with the. City-wide Procedure 'OD.. 20.01 ;(Travelon Business)as May,be Updated by the City from time to time.- ,ARTICLE 7:COMPENSATION FOR:SERVICES 7:1 •Consuitants•"Lump' Sum".or "Not to, Exceed" fee for provision of the Services, 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, and,shall be forth in the Consultant Service Order and in accordance With Schedule'13', 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 Consultants 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 percentages of completion of the Project and the total'estimated.fee'to completion'. 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 16 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 gbilti"Opt No.22,-.1?2:66' lincluded With'a Consultant payment request No mark-up shall be allowed on Additional;Services '(whether Sijb-cOntrattedorno , • 7.4 Approved Reimbursable Expenses shall be paid in accordance With Article 5,hereto,:pp:to the i`Not to Exceed" Reimbursable allowance amount Set forth in Consultant:Service Order (as applibable), Any reCtuest. for ,payment, of Reimbursable Expenses shall ,alSo be included with Consultant's.payment'request, 'No mark-up,shall be allOwed'on 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.(96),days,prior to expiration of the Initial:Terri',the City'Manager may consider an adjustment to the preceding year's unit costs for the subsequent year. Any such adjuttments, if any, Shall be based on a corresponding increase in.the Conaurner Price Index:for'All Urban Consumers; U.S.,City average(1082764=-160),,as established by the United States Bureau of Labor Statistics CP11,,or Material adjustments to the,scope or requirements of the'RFQ by the Citt.., including (but not limited,to) living wage increases, provided, however, that in no:event.shall any ,annual increase eXCeed,the Consumer Price Index for All'Urban,CopSurners, In the event that the City Manager determines that the*teated increase is unsubstantiated i the Consultant agrees:to perform.all duties'at the current cost tents. 7.6: No retainageShall:bernade frOM.theConsultant's-cofripansaflon on account of sums withheld by the City On payments to Consultant. 7.7 METHOD OF BILLING AND PAYMENT:Consultant shall invoice the Project Administrator in. a timely Manner,but nO•mOrethan once on a monthly bask per projeCt. Invoices shall identify/include the nature and extent of the Work performed;the total hourp:of*ork performed by employee category; and the respective hourly billing rate associated therewith In the event sub-consultant Work,it used, the percentage of completion Shell be identified. Invoices shall also itemize and summarize any Additional Services and/or.Reimbursable Expenses: A copy of,the written approval:Of the Project Administrator for the requested Additional'Service(s)or Reimbursable Expense(s)shall.aptortipany the:invoice.: Involces•Shall be subMitted tb the City at the f011owing addresSi. Accounts PayabW paVableaRmiernibeabhfl.dov: 7..,7',1 If requested,Consultant Shell provide backuo'for past and current invoices that records hours for all work(by employee Category),and cost itemizations'for Reimbursable Expense8,(by'Category): ARTICLES..CONSULTANT'S:ACCOUNTING AND.OTHER:RECORDS' 8.1 All, books, records.(whether finanbial or Otherwise), correspondence, technical documents, and any other iecOrds.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 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 Incomplete or incorrect entries In such,records and;accounts relating personnel:servides. 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. .1.7 • DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No, 2.:122-05 ARTICLE 9: OWNERSHIP OF PROJECT DOCUMENTS• 9.1 All notes; ,OrreSpondencer dodurnerits;, plans. and SpeCificatibna,. idetigns, draWings, renderings,.calculations; specifications, models, photographs, reports, surveys) inveStigatiOns,.and any other documents(Whether*)i-nPfeted or partially completed)and copyrights thereto fc*Services performed or produced in the performance of this Agreement, or related to the Project,whether in its native electronic fOrtni.paper or other hard copy Medium or in electronic medium, eXtept with respect to copyrighted standard details and designs owned,by the Consultant or owned by a third'party and licensed to the Consultant for use 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 exclusive 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 writing, In addition, the Consultant.Shall not disclose, release, of make evaileble.anydocuMent to pri}i,third party without prior written approval from the City Manager. 'The Consultant shall warrant to the City that it has been granted aiiCense to use and reproduce any standard details and designs owned by a-third party end used Of reproduced by the Consultant in the,geOprmanoopf this'ikgrpemtrit:Ncithing ,centained herein:shall.be'deemed tOeXclude any document frOrn Chapter 119,,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, the:Consultant.may be authorized,.as.an.Additional'Servide, to adapt copyrighted material for additional or other work for the City; however, payment the Consultant for such adaptations will be limited to an amount nOt:greaterthari:56%of the original fee earned tO adapt the original copyrighted,Material to a new Site. .94 The. City Shall':have' the right.to modify 'the Project or any 'ComponeritS thereof without permission from the Consultant,or without any additional' compensation to the 'COnsultant. The Consultant:Shall be released torn any liability.resulting'from puch MedifibatiOn. 9:5 The Consultant..Shall bind all Subconsultants to the Agreement requirements for re7uSe of plans and specifitatiOns. ARTICLE 40.-TERMINATION OF AGREEMENT 10.1 TERMINATION..FOR.LACK•ciF FUNDS: The„Ciiy is:a.governmental entity and issubjectto the epPropriation of funds by its legislative body in an amount sufficient to allow.Continuetion,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 this ,Agreement withoOt further liability to,the.City. 10i2 TERMINATION'.FOR -CAUSE! The •City, through the City Manager, may terminate this Agreement for cause, upon Written notice to Consultant,in the event that (1)violates any provision of this Agreement:or performs same in bad faith, (2) unreasonably delays the performance of the Service's 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 the-City, the City, at its sole 18 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Cbritratt N06. 2.-12Z4:15 ,Option and discretion,may take over theremainiag Services and.completethern by Contracting with another consultant(s); Or otherwite. The Consultant Shall be'liable to the City for any `aciditional•cost(S)incurred by the due to such terMinatiOn. "Additional Cost" s defined as, the difference between the .actual cost ,Of ,completion of the Services,. and the 'Coat•of dOmpfeti n Of such Services had the Agreement not been terminated:. 10,2.2 In the eventOf termfrlatiOn for caute by the,City, the City Shall only Op-01(gatpd tb pay Consultant for those Services satisfactorily performed and accepted prior to the date of termination (as such date is set forth in, or can:be•CalcUlated from; the'City's initial written default notice). Upon Payment of any amount which may'be due to Consultant pursuant:to :this:subsection 10,2.2,the City shall have no,further liability Consultant 10:2:3 As a condition,precedent to release.of any payment which maybe due tO Consultant Under subsection'10,2.2, 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 be responsible 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, may also terminate this Agreement,,upon fourteen (14)days prior written notiCe,to Consultant, 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 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 pursuantthis subsection 10.3, the.City thatihave no'further liability to COnsultant. 10 4 TERMINATION BY CONSULTANT: The Consultant may only terminate this Agreement for cause, upon thirty(50)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(commending upon receipt of Consultant's initial written notioe), 10.4.1 The Consultant Shalt have no right to terrninate this Agreement for convenience: 16.5 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 apprOyed, in writing, by the Project Administrator, (5) terminate all existing orders and subcontracts; and,.(4) promptly assemble all Project documents:(for delivery to:the Project Administrator). ARTICLE 11. INSURANCE it INSURANCE REQUIREMENTS:,The,vendor shell maintain the below required insurance in effect prior ro awarding the contract and for the duration of the contrect. The maintenance of proper insurance coverage is a material element of the contract and failure to maintain or renew coverage 9 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB ,Contradt:No.22422-05' may be treated at a material,breach:Of the contract,Which oduld'result in Withholding of'payments or :termination Of the:contract. , . 11,1 The Maintenance of proper insurance coverage it a,Material element of the Agreement and failure to maintain,or renew coverage may be treated•asa•Material.breach of the Agreement, which Could result in withholdipg.of paymentt or terMinationbf theAgteerneht. 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 Oddity 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 'Cettificate of Exerhplion., 13.: 'Commercial Qeneral Liability Insurance on an podurrente be's*, including ,prodOcts and; .completed operations, property damage, bodily injury ancl.petsona &advertising injury with,lit-hits no less than$1,000;000 per occurrence, and $2,000,000..generai aO4regate., C. Automobile Liability Insurance covering any automobile, if vendor has no ownedautOMObilek then coverage for hired and non7Oviihed autOmobiles, with'limit nti less than'$1,000,000 combined .per,apPident for,bodily nju ry:an proPerty damage,. 'Professional Liability (Errors & Omissions) Insurance-appropriate to .the Consultant's. profession„'Withlimitno less then.$2i000.,000.. 1,1.2 Additional Insured City'of Miami;Beach must be'included by eridorsementat an additional insured with respect to all liability policies(except Profestionelljability.and Workers' Compensation) arising out of work or operatioriper(Ormed,on:behalf Of The Consultant including materials, parts, or equipment furnished in connection with such Wotly or operations and,automobiles Owned,.leased 'hired orborrOwed in the tern,of an endorsement.taihe Consultant's insurande, 11.3 .Notice of Cancellation Each insurance policy requited above thall proVidethat coverage :shall not be cancelled, except with notice to the City of warn'. Beath' c/O EXIGIS• Insurance Con Services. t4 Waiver :of Subrogation - Consultant agrees to obtain: any endorsement, that may be necessary to affect the waiver of subrogation on the COveraget.reqkliteO.. However, this provision applies regardless of whether the.City has received,a waiver of subrogation endorsement from the insurer. 11.5 Acceptabiiity of IntUrera Inturandemust be placed.with insurers With a current A.M., pest :rating of A. Vii or higher If not rated exceptions may be made for members of the Florida Insurance Funds (1.e, FWCIGA, FA4JA), Carriers may also be considered if they are licensed and authorized' to'clg insurance business in the State of'Florida. I 1:0 Verification of coverage *:Consultant shall furnish ithe City with original certif)Oates and amendatory endorsements, or copies of applicable insurance language, effecting coverage required by this contract All certificates and endorsements are to:be received and approved bjt•the City before.workT coMMences, However; failure to bbtain,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 ell required insurance policies, including endorsements, required 20 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract Nd.22-422-05' .by these tpeciflOatiOnt, átn,y tirne. CERTIFICATE HOLDER ON ALL COI'MUST READ: PITY OF MIAMI BEACH' C/a.EXIGIS Insurance compliance Services Box 947' Murrieta, CA 92564 kindly submitall.certifitetes.Of-insurance,.endorserrignit, eXerription letters servicing agent, E>cIGIS, at: Certificates-rnianiibeachOriskworks.corti 11,7 Special Risks or.Circomstqooes - The. City,of Miami:Bead" reserves the right AO 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 hit liability and obligation under this section,Or-under any Other:Section of this agreenient ARTICLE 12. INDEMNIFICATION AND HOLD HARMLESS 12,1, TO the Nile*, extent permitted by ,Section. 725.Q$-; Florida ,Statutes, the. Consultant shall indemnify and hold barmiest 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.negligenba, recklestnett, or intentionally.WrOngful,conduct of the Consultant and other persons employed otilized by the Coritultant in the performanCe of this Agreement The,Contultant than pay all claims and lotses in connection therewith'and t hall-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 pay all costs,judgments, and.attorney's fees which May issue thereon., :Consultant eXpretsliunderstandt and agrees 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, egents, and inStrurnentalitlet as herein‘provided., 12.2. The Consultant agrees'and recogniZes that,the Citythall not.be,held liable or retpontible.for' any claims which may result from anynegligent, 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 1-3'..1 ERRORS AND. OMISSIONS: It i's toeCifidally :agreed that any construction: changes categorized by the City as caused by an error; an omittion, 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 Orriitsioris by the.Consultant,Including, Without limitation,the direct, 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract'No.'22-1Z2-05 indirect and/or consequential damages resulting from the ConSultant"Serrorsand/ordmiSsiOnS.or any. combitiation,thereof; Damages.Shall include delay damages caused.by the error, orniSsion, or any combination thered., Should the Consultant disagree that all 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 Adrninistrator, 'The Project AdMiniStrator s.decision on all.olaims, 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 ,AdMinistratrir, the.Consultant shall present anysuch objections. in writing, to the City Manager.. The, Project Administrator.and the Consultant shall abide'by the decision of the City Manager. This paragraph does not constitOte,a waiver of any party's right to proceed in a Court of competent jyriadiction after the above administrative remedies have been.exhausted, ARTICLE 14. LIMITATION OF LIABILITY The"Qity:disires to enter into this Agreement only if in so doing the CitY,cariPlece,a liiit9ri its liability for any cause of action for money damages due to alleged breach by the City of this,Agreement, So,that its fiability for any tuchlihreaoh never exceeds the "not to exceed" amount of the fee paid to Consultant under this.Agreement, less .any amount(s): actually 'paid to Consultant hereunder:. Consultant.hereby exhrettesitswiliingnest.to,enter into this Agreement,with Consultant's recovery from the City for any daMagee'for.aqtibh for breach contract to be lihilted to Consultant's ''not to exceed"Tee under this Agreement; less any .arnoynt(s),actually paid by the City to the Consultant hereunder. ,Accordingly,:and.notnijthStanding any other term or condition of this Agreement, 'Consultant hereby agrees that the City shall not.0:10b19 to Consultant for money damages due to:an alleged breach by the City of this Agreement,in.anarriountin excess.of the"not to exceed amount'of Consultant's fees under this Agreement, which amount Shall be reduced by anyamdiint(t)actually paid,by the City to ConsUltant.hereunder, Nothing contained iRthia:tubsehtion, or eiseWhere in this Agreernent, is ih,anY'way intended to be-a waiver of the limitation placed'uptin CO'S liability;'as.Set-forth in Section 768:282, Florida Statutes. SUNECT TO CONSQTLANITS COMPLIANCE' WITH 'THE REQUIREMENT OF SECTION 558:0035, FLORIDA, STATUTES, A 'DESIGN, PROFESSIONAL WHO IS AN'. INDIVIDUSL EMPLOYEE OR AGENT.OF CONSULTANT MAY NOT BE, HELD ikgIVIDUALLY. 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 follows: All written notices given tO City by Consultarit'Shall be addressed to.z CityManagers Office City of Miami'Beach 1700 Convention.Center Drive Miami beach, Florida 33139 Atth; Aline T, Hudak, City manager Ernait:AlinaHudakamiamibeachtdov 22 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 ,Con;ract 10,22422,05 With accip'yoi .Public Works' 9 En ineerin City.of Beath ° 1700 Convention Center Drive Miami Beach,Florida:3313a Attrt'CriOtirta.Ortega'CastilleireS;.PE, ENV.SP Ph.;.45.57.3;7080 ext. 26153 Email: CtiStinaOtteqaarrliarbibeachfl.00V written hoficesgiverl to,the.COns.ultantfrcirn the'city shall,be addressed to; 300 Engineering'Group, P.A. 2222PonCe De.Leorf pUite 40 Miami; Fr,33134 'Attn:'Franklin A.Torrealba P.h:365-763-9629 Email: 'fatorrealba0300enoineerinoorn All notiCes mailed electronically to either party shall be deemed.to be sufficiently•transMitted. _ . 'ARTICLE 16. CONSULTANT'S COMPLIANCE WITH FLORIDA PUBLIC RECORDS.LAW. 161 .COripultaht.shall comply with.Florida Public Redorda law under Chapter 119, Florida 'Statutes,,as may be amended from time to title: 16.2 The term"public records"shall have the meaning set ferth in Section 119:011(12), which Means all'docurnents, papers, letters, maps, :books, tapes, pihotographt, films, sound recordings, data processing software, or other material,regardless of the physical form, characteristics,or means of transmission,made or received pursuant to'law or ordinance or connection with the transaction of&tibial businets of the City. 16.3 Pursuant to Section 119:0701 of the Florida Statutes,if the Consultant meets the definition of"Consultant' as defined In Section 119.0701(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 copy of the requested records or allow the records to be inspected or copied within,a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes or as other ise 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) Upon completion 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 transfqrs 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 23 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714ANDFAFAS Cori!ract 2,2A 2.2415: public reCords:-. All records stored'electronically Thug be provided to the City, upon. request froMjhe,City's,bustodian,Of public,records,in a format that is compatible With: the ihfOrrriation teChnolOgy Sytterna of ithe City_ 16:4 ,RKti)PT FOR'WCQRP$: NONCQMPLIANCE, 16:4.1 A request to inspect or copy public recOrdsirelating:to the titles contract for services must be Made directly to the Citjt. If the City does not possess the requested the City shall immediately notify the Consultant of the request,and the Consultant must provide the: records to the City or allciw the records to beinspected or:copied within a reaSonable P:ontultantslatlute:to comply with the City's)request for records shall constitute a breach of thisAgreetnent, and the CitY, at its_SOle discretiOn,..may!.(1):unilaterally termlnate the Agreerneht.(2)avail itself,of the remedies set forth under the Agreement;,and/or(3)avail itself of,any available remedies,at law or in equity. 16;43 A Consultant who fails to provide the public records tcithe City within a reasonable time may be subject'to penalties under s. 119.10: 16.5 CIVIL ACTION: 16.5.1 If a civil adtiOrfit.filed against a Consultant to compel production of public records relating to City's contract for services,the court shall assess arid award against the Consultant the reasonable costs of enforcement, including reasonable attorneys!.fees,'it (a) The coUrtidetermihes that the Consultant unlawfully refused to comply with the public records request within a reasonable time,:and (b) At least 8 business days before filing the action, the plaintiff provided written notice of the public records request,'including a statement that the Consultant has not complied with the request,to the City and to the Consultant. 16:5.2 A notice complies with subparagraph(f6:5.1')(b)if it it:sent to the City's custodian of public records and to the Consultant at the Consultant's address listed On its contract With the City or to the Consultant's registered agent. Such notices must be sent by common carrier delivery service or by registered, Global Express Guaranteed;or certified Mail, with postage or shiPpihg paid by the sender and with evidence of delivery, which may be int an electronic format.. 16:53 A COnstiltahtWho complies With a public,retOrds request within 6 bUtinettdays after the'noticS is Sent is not liable for the reSSOnSOIS costs of enforcement. 1.6.6, IF' THE CONSULTANT HAS QUESTIONS 'REGARDING THE APPLICATION OF CHAPTER. .119, .FLORIDA STATUTES, TO THE CONSULTANTS 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 1700. CONVENTION ,CENTER'DRIVE MIAMI BEACH,, FLORIDA 33139 E-MAIL: RAFAELGRANADOOMIAMIBEACHFLGOV PHONE: 305-673,7411 24' DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No;227122415, ARTICLE-11.,INSPECTOR GENERAL AUDIT RIGHTS 171 PursuantPutuantt ection...2:7250 of the Code.Of the city oflWarini Beach, the,City has; established.the OffiCe Of the inspector General WhiCh,may, on a randbm baais„, perform' revieWs,. audits, inspections,- and investigations On all City contracts,, throughout the .duration of said ContraCte, This random audit is'separate and'distinct from'any other audit performed 1:31y,oe on.behalf .of'the Ciflt. 171 The Office Of the InspeCtOr General is authorized.tb investigate.City affairs and' empowered to,review past, present and proposed City programs accounts, records, contracts and. tranSactiOnS. In addition, the Inspector General has the power to subpoena witnesses, administer Ciathg, require the production of witnesses and monitor City projects and prograMs. Monitoring of an existing City project or program may includea.report concerning 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, 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 documents and to.detect fraud and 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 ayailable to the inspector General for inspection and Copying:The. inspector General lS empowered to retain the servites of independent private sector auditors to audit, inveStigatekponitor, 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 Witty the contract doeurhents 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 Change order estimate files,worksheets, proposals and agreements from and With successful subconsultants and suppliers, all sproject-related correspondende, MemOranda, instructions, financial documents, construction documents, ;(bid/Proposal) and contract documents, back-change ,documents, all dOcumenta and records Which'involve cash,trade or Voluble diSCOunts, insurance prOceeds, rebates, or dividends received, payroll and personnel records and supporting dOcUmentationlOrthe aforesaid documents and records. 17:5 The Consultant shall make a/ailable at its office at all reaSOnable times the records, 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 Agreerrient. In addition:, (a) If this Agreement is completely or,partiallylerthinated,the Consultant shall make available records'relating to the work terminated until three (3) years after any resulting final termination settlement; and 25 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Qontract NO.'22-122-06 (b),'The Consultant shall make Available records relating to appeals or 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 applyitt)the.Consultant, its officers,.agentt,, employees; subconsultants and suppliers. The Consultant shall incorporate the provisions in this section in all subcontracts.and all other agreements executed by.the Consultant in connection With the perfOrmande athit Agreernent. 17:.7 'NOthingin this section shall irnpair any independent right to the City to condupt audit or investigative activities The provisions of this section are neither intended nor shall they be construed toirnpote any liability on the City by the consultant or third parties, ARTICLE,111. MISCELLANEOUS PROVISIONS 18,1 VENUE AND WAIVER OF JURY TRIAL: This Agreement shall be governed by, and construed in accordance with;the laws of the State of Florida, both substantive and remedial,without regard to principles of conflict 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, in 'federal court BY ENTERING 'INTO, THIS AGREEMENT,. CONSULTANT AND CITY EXPRESSLY WAIVE ANY RIGHTS.EITHER PARTY MAY HAVE to-A, TRIAL .BY JURY OF ANY CIVIL LITIGATION RELATED TO; OR ARISING OUT OF, 'THIS AGREEMENT: 16,,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, 50x,,.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, gender identitysexual orientation, disability, Marital orfamilial status, or age, 18:8 PUBLIC ENTITY CRIMES ACT: In accordance'with:the Public Entity Crimes Act (Section 287 1:33,2Florida Statutes), a person or Affiliate who is a consultant; who has been: placed on the ,convicted vendor list foildwing a conviction for apublib entitycrirne may not submita bid one 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.OfA public building or public work, may not bid on leases of real property to the City;may not be awarded or perform work asa Consultant,supplier,sUbconsultant, Or subconsultant uhder.a,dontradt 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 list. For Violation of thiS -subsection by Consultant, City:Shall have the right to terminate the Agreement without any liability to.City, and pursue cleloarrnent of Consultant 184 NO CONTINGENT FEE: Consultant warrants..that it haS nbt employed or Iretained' 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 topayany 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 re,cover)the.full,amount of such fee,.commission, percentage, gift, orcOnsideration. 26 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 eoritract.No.22-122-05 .LAIAlp AND REGULATIONS: 185.1.The Consultant Shall;during the Term of this.Agreeinent, be governed by all Appticable. Laws Which may:have abearing cin the Services inVoived in the Project, 113.;5.2 Protect Documents% in accordance With'Section 119..071 (3)(b)(2),:Florida Statutes, entitled"General exemptions:from inspecting Or copying public records, all building bl?ns, blueprints, schematic drawings, and diagrams, including draft,preliminary, and 'final formats, are exempt from:the provisions of Section 119.07(1); Florida Statutes (inspection and copying Of public records),. .and t. 24(a), Article I of the State Constitution. Information made exempt by this paragraph, with prior written approval from the City Manager, may,be disclosed to another entity to perform its'duties and responsibilities,to a lioentederchitect,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 information shall maintain the ekeinpt status of the information. 185:2.1 In addition.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 frotivtime to time by which the documents are handled, .copied, and distributed which may include, but is not limited to, each employee of Consultant and tuOcOnaultantt that will. be involved• in the Project being required to sign an agreement stating that they will not copy, dupliOate, or distribute the. documents unless authorized by the City. :Manager, in writing. 18,5.2,2 The COnsUltant and its :sUbton§t:Altants agree in writing that the Project documents are to be koptand inaintained it asecure location. 18,5.2.3 Each, set of the ProjeCt dOcumentt bra to be nUmberad .and the whereabouts of the documents shall be tracked'at all times:, 18'.5.2.4 A log is developed tb traCk each set of documents logging in tt.ip date,time, and:name of the indiVidual(s)that work on or view thedocuments. 18.5.3 E-Venfv 18.5.8.1 Consultant' shalt 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$tatUte, 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 LI,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 subconsultant, the subconsultant must provide the:Consultant with an affidavit stating that the subconsultant does not employ, contract with, or subcontract with an unauthoriZed. alien Consultant shall maintain a Copy of such affidavit for the duration of the Agreement Or.such Other extended period as may be required under this:Agreement 27 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 contract No, 2212205 TERMINATION R1GHTS:, 1.8:5.3.2.1 If the City has.egood 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 or °We no;further obligation or liability to.Consultant 1.8.3:5.2. If the City.has a gooØith belief that SubcOnsultent has knowingly violated the foregoing Subsection 18 5 3 1 but the Consultant otherwise complied with such subseation., the City will promptly notify the Consultant and, ,Order the Consultant to immediately terminate the. Agreement with the•Subtonsultant. Consultant's failure tt terminate a subtonsultant shall be an event of default under this Agreement entitling; City to terrninate the Consultant's contract for cause, 15.5.3.2..3 A contract terrninated, under the foregoing Subsection 18.53..2.1 or ,18.5.3.2.2 is not in breach of contract and may not be considered as such. 18.5:3124 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 113:5.3:2.2 no later than '20 calendar days after.the.,date onwhich-the contract was terminated: .155 If the City terminates the.Agreement With,COnSultarit:under the foregoing Subsection 18 5 3 2 1 Consultant may not be awarded a public ,contract fOr at least year after the date..ofterrnipafiort of thiSAgreement 18;5;3.2.8 Consultant is liable for aril/additional costs incurred by the City as a resuitof the termination of thisAgreernent under this Section 185,3. 18:6 :FORCE MAJEURE: .a. A'Torte Majeure" event is an event that(i) in'fact causes a-delay in the performance.of the. Contractor 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, explosiona, .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, inclement 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 is 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 spdh delay, but in any case within fifteen (15) business days thereof, provide notice;1 (i) of the occurrence of event of Force MajeUre, (ii)of the nature of the event and the cause thereof, (iii)of the anticipated impact on the Agreement (iv) of the anticipated period of the delay, and (v) of what course of'action such:party plans to.take in order to Mitigate the detrimental effects of the'event. The timely 28 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Contract No:.22-122-05. delivery'of the notice of the occurrence of a,Force'Majeure:event:is a condition precedent to allowance'of any relief pursuant to this sections however, receipt:.of such, notice shall.not constitute:acceptance that the event claimed to'be a 'Force.Majeure.,event is.in fact Force Majeire,.and the burden of proof of the occurrence of a,Force Majeure-event shall be on the •requesting:party: c: The City may, in,its.sole and absolute discretion, make amendment or equitable adjustment in the contract terms and conditions and/or.'pricing to address very limited unforeseen circumstances,outside:ofthe successful.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 affected by extreme or.unforeseen volatility in the marketplace:satisfying,.at a minimum,all of the following criteria" 1)the volatility is due to causes wholly beyond the successful.Bidder's control; 2):the volatility affects the entire,marketplace or industry, not dust the particular.successful Bidder's source•.of supply; 3) the effect on pricing or availability of supply is substantial; and 4) the volatility so affects the successful Bidders.that-continued.performance of the Contract would result in an excessive or unreasonable substantial.loss-or financial hardship to the Bidders,,such as, for example, an event implicating insolvency .or bankruptcy.. Any adjustment would require irrefutable evidence 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.theCity and the Bidders-pursuant to the Contract, or Bidder's assumption of all risks relating to its performance in accordance with the Contract terms. d: .No.party hereto shall be liable tor its-failure to carry out its obligations:under the-Agreement during a period when:such party is rendered unable, in,whole.or in,part,by Force Majeure to carry.out.such obligations. 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 duration than is requited'.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 'nobility to is:the direct result of.the•Force Majeure event with all reasonable dispatch.. 48-.7 CORRECTIONS TO CONTRACT DOCUMENTS: If applicable to the performance :of Consultant's. Services, the Consultant shall prepare; without added compensation, all necessary .supplement'al 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 relieve.the Consultant from any liability 'resulting from any such errors, omissions,•and/or ambiguities in the Contract Documents and other documents or Services relate i thereto. 1'8:8. ASSIGNMENT: The Consultant shall not assign, transfer or convey this Agreement to any -other person, firm,association or corporation, in whole.oc in part, without the,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 will be permitted to :cause portions of the Services to be pecforme,d by,subconsultants,'subject to:'the prior Written.approVal of the City Manager. 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 partners, :successors, legal.representatives, anti.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 29 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No.22-1 Agreernentty the consultant f8.9. PROVISION OE ITEMS:NECESSARY TO COMPLETE SERVICES; In the performance of the ServiCet,prescribed herein, it shall be the responsibility of the,Consultant to provide all salaries, wages,.materials, equipment, subcOnsultents, and other purchased services, etc, as necessary to complete said Services. 18.40 INTENT'OF AGREEMENT: p40,1' The intent of the Agreernent is for the.Consultant to,provide all necessary itemskir the proper completion of the°ServiOes.The Consultant shall perform as Basic Services,such Incidental work:which may not be:Specifically referenced, as necessary,to, complete the ProjeCt,, 18,102 This;Agreement is fOr the:benefit of the,parties:Only prid it does not greht tightS: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, profesSionprliability, or property damage pursuant Theterm .qrprovisiqnsf1theAgreement 18',1.0,3 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 Tights to darnages'herein,provided. 18.10.4 This document incorporates and includes all prior negotiations, correspondence, cOnVersatiOns, agreements, or und,erstanclings 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 dOcurnent. Accordingly, the parties agree that no deviation from the terms'hereof shalt 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 formality and of equal dignity hereWith,. [REMAINDER OF THIS PAGE LEFT iNTENticMptay BLANK] 3a DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 DocuSign Envelope ID:225CF126-B28A-4619-946D-7A2C75AA7152 Contract No.22-122-05 IN WITNESS WHEREOF, the parties hereto have hereunto caused these presents to be Sighed 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. FOR.CITY: Attest CITY OF MIAMI BEACH: I CrafiDocuSigned by: tti ee. Gvu a.e,e RA AA"Lg `f ANADO, CITY CLERK( INA T. HUDAK, CITY MANAGER 2/8/2023 1 2:15 EST Date APPROVED AS TO FORM &LANGUAGE &FOR EXECUTION j, i -let At-- "116/?2, ,; ity Attorney C'% .. Date FOR CONSULTANT: 300 ENGINEERING GROUP, P.A. ` —\- 74 Signature/ Rodolfo E Remon Print Name Date 11/21/2022 l 31 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contact No.22-122=05 SCHEDULE A CONSULTANT SERVICE ORDER SAMPLE (CSO) rContract# Dept.CSO# Change Order# Consultant: Project Title: Authority(Must select one) City awarded continuing contract for NE services for a project whose estimated cost of construction does not exceed$4 million_ City awarded continuing contract for the study,planning.activity,or other services whose costs are estimated not to exceed$500,000. City awarded project-specific contracts not subject'to CCNA limitations for continuing contracts. - By accepting this CSO.Consultant agrees to provide services pursuant to the attached,proposal dated' .and the terms, conditions;and rates established in the above-referenced contract between the City and the'Consultant.Consultant city agrees that noother terms and conditions shall apply to.the umr�c.regardless of whether said other.terms and conditions are included herein or in any attactunent to this CSO:Any deviation from the scope of wbrk•agreed to herein shall require a change order approved by the City,. Estimated calendar days to complete the work: Total amount original CSO $ Total amount this Amendment $ Total amount all previous Amendments .$ • Total Amount for Engagement $ Account Code: Approval of New Subconsultants: If a new subconsultant is being added,City 6lanagerapproval is required. Name Amount $ $ For City(Name) Signature Date Project Admin(required)_ Dept Director(required): .Procurement: ACM: CM:Aline Nucleic For Consultant(Name) Signature Date • 'L ad.Project Admin: ' Notes By signing,the consultant acknowledges that this CSO is not valid.and no work may commence until the City has issued a purchase order for the CSO.The C" shall not be liable for cha...relatin,to a workthat is not+ uant to a C' -issued.urchase order. 32 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Contract No.22-122 05 SHEDULE B CONSULTANT HOURLY RATES LABOR CATEGORY HOURLY RATE :AdminlClerical '; .$° 5909. Administrator $ 100.45. Associate : $. 22217 'GADD.Manager ,$ `'179'63- CADD�`Operator, $ _1$5:,90 CADD Technician_ ; :$. 88 63; Clerk $ 94,54... ,Designer: $. 127:.63'; Draftsman_ :;.$. 85.09 Draftsperson $ 119;55 Engineer • $ . 159:24 Engineer I Assistant Engineering Intern' i $ ' : "105:1.8 Engineering.Technician Field 'Inspector:: : $, 100.45 Inspector - $.,= 100 45. 280'00-. Principal Designer $ 16663_ Principa ,Engineer`l $-_ 178 45 Project:Engineer 'Project Engineer:Senior: > •;$ _ ;21.9 22 Project Geotechnical.Engineer: , $: _ 141.81, 'Project:Manager $ _ . :229:26;`. ,Project.Manager,Senior, _ $ Scientist:/,Assistant'Scientist $ 104:00 Senior;Associate._ _ $ `280 00 Senior Driller " $ :- 76<81 Senior Engineer' $ _2 68 ._ Senior Field..;Coordinator $: 170._17r: Senior Geotechnical.Engineer- $', _ '16.8 99'. Senior-Principal,;Designer' •; $ -187:90 Senior Principal,'Engineer' $ __ -203:26: Senior Principal'Scientist .. $ 193:81 Staff. Geotechnical Engier $ 106:36 Survey Crew Member $ Survey Designating:Crew Member $ 14128. Survey VAC Crew Member" - $ 159 60 Surveyor.& Mapper $ 134.49 Technician. $ 81._54 ;Vice,President .$ - 280.00 33 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Contract NO:22-122-05 SCHEDULE APPROVED,SUBCQNSULTANT'6. BCQ ENGINEERING 2, pERmEILLQ; AJAmfL,&P 3. BELL084 BELLO.LAND SURVEYING 4. UNIVERSAL,ENG1NEERING SCIENCES 5, CROM CORPORATION 6. ENGINEERING 7. INDUSTRIAL pivERstoRpoRATION DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 cpfitiaCt NO.22.122-05 SCHEDULED FEMA-pRovisioNp.FOR CONTRACTS Dl.. 'CONTRACT PROVISIONS FOR NON'•FEDERAL ENTITYCONTRACTS UNDER FEDERAL AWARDS D2.• BYRD ANTI=LOBBYINp AMENDMENT CERTIFICATION FORM! D . SUSPENSION AND DEBARMENT CERTIFICATION:FORM. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contrdct IJO.22,12240 • EXHIBIT pi :pant-rapt.Provisions for Non-Federal Entity Confratld Under Federal Awards The following.provitiona shall.be applicable to all work performed pursuant to.the Contradt•end Shall superSedeady.COnfliCting proviSigns COntairied eiSeWhera, A. BREACHES AND DISPUTE RESOLUTION. For all purchases in- excess of the simplified aCqpiSitiortthreShOld, currently$150,000,, the following provisions shaft apply: (1)DitpUtes.prid.Remedies-Disputes arising in the performance of this Contract which are not resolved by the Contractor and the City'S project manageror contractor Menager,shell_be referred', jn Writing,.to the authorized representative of the City Mayor for a.decision If there is a disagreement among the parties regarding the decision of the City Mayor's representative, then either party may submit any claim,,counterclaim, dispute and other matters in question between the City and the Contractor arising out of or relating to this Contract or its breach to a cart of competent jurisdiction within The,City of Miami Beach. (2) Perforrnance, During Dispute - Unless otherwise directed 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 or damage to person or property because of any act or omission of the 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 party within a reasonable time after the first observance Of such injury of .darnage. 11,TERMINATION FOR CONVENIENCE. • The City, at its sole discretion reserves the right to terminate this Contract without cause,upon thirty (30) days written:notice. Upon,receipt of such:notice,.the Contractor shall not incur any additional costs under this Contract The co Shalt be liable only for reaSonablecoStaincurred,'bythe Contractor prior to nOtice:of termination:'The City shalthe the Ole judge of"reasonable costs." C.,DEFAULT; REMEDIES;;TERMINATION,FOR CAUSE The City reserves the right to terminate this Contract,In part or in whole,,or place the Contractor on probation,or to avail itself Of all,other remedies available at law arid 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 equity, inCluding,claims for damages and injunctive relief. The City further .reserves the right to suspend or debar the Contractor in .accordance With the appropriate City ordinances, resolutions and/or administrative/implementing orders:. The vendor will be notified by letter of the City's intent,to •terminate.if,'following:the initial.notice of breach the,Contractor fails'totimely,or adequately and to the satisfaction of the City cure.said breach: In the event of termination for default, the City may procure the required goods and/or services from any source and use any Method deemed in its best 'interest.Alf re-prOcurement,costs Shall'be borne bythe,terrninated Contractor: D. EQUAL EMPLOYMENT OPPORTUNITY ,(1),In connection with the performance of this,Contract, the Contractor Shall not discriminate.egainat any employee or applicant for employment because of race, religion, color, sex,. age, disability,, ancestry, marital status, pregnancy, sexual orientation, veteran's status, or national•origin,: The: 36 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No.22-122-05 Contractor shall take effirmative•action to ensure'that.applicants are employed,,and that erfiployees .are treated during employment,. without regard to their race, religion,' color; sex, age, disability; ancestry,, marital status, pregnancy, .sexual orientation,, veteran's status,, or national origin. Such action Shalt include,but not be.limited.to,,the following:,employment, upgrading,promotion,.demotion. or't'rensfer,recruitment or recruitment advertising,layoff or,termination, rates of pay or other forms.of compensation; and selection for training; including:apprenticeships; `Contractor further agrees to. insert a similar provision in all subcontracts,except subcontracts forstandard commercial supplies or raw materials: The Contractor agrees:to post.in:conspicuous places, available'to employees.and. 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 employees placed by or.on behalf .of the.Contractor„state•that all qualified applicants will receive consideration,for employment without regard to race, color, religion, sex, sexual'orientation, genderidentity,,or national origin.. (3) The Contractor.will•not'discharge'or in any other manner discriminate against'any,employee'or applicant for employment.because-Such employee or applicant has inquired about, discussed, or disclosed the.compensationrof'the employee or applicant.or another employee or applicant. This• provision shall not apply to,.inttances in which en.employee who has access.to the compensation information.of,other employees or applicants,as a part•of:such.'employee:s•essential fob 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 a formal complaint or charge, in furtherance of an investigation,. proceeding, hearing,'or action, including:an investigation conducted by the employer, or is,consistent With the Contractor's'legal duty to'furnish information. (4) The.Contractor will send to•each labor union or representative'of workers with.which he has a collective.bargaining agreement or other contract or understanding,a notice to be provided advising •the;said'labor union workers' representatives of the Contractors commitments under•this-section, .and shall post,.copies of the notice iri,conspicuous places available to employees and applicants'for employment. (5) 'The contractor will.com,ply with all provisions of Executive Order 1.1246'of September 24, 1965, and of the rules, regulations; and relevant orders Of the Secretary of Labor. (.6.) The Contractor will fumish all information and. reports required by Executive Order- 11246 of September 24, 1'965, and by rules, regulations; and .orders of the'Secretary.of Labor;, or•pursuant •thereto,;and will,permit access to'hit books,records; and•accounts by the administering agency and •the :Secretary of Labor for purposes of'investigation to ascertain compliance with such rules, regulations, and'orders. (7) in the euent of the Contractor's,noncompliance with the'Equal Opportunity clauses.of this Contract .or with any of the said rules, regulations, or orders,this contract may be canceled, terminated, or suspended in whole or in•part and the Contractor maybe declared'iineligible.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 in.every subcontract, or purchase order unless exempted by rules, regulations, 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 bindi'ng.upon each of Contractor's vendors and subcontractors.The Contractor will't'eke'such 37 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract N9,'?2422:-957 aotion, with respect to any subcontract OrpUrdhase order.as,the City may direct as a means'of enforcing such provisions including tarictiOnS for noncoMpliance.. E. DAviS-BACON, AT, AS AMENDED U.$ .141..-31413) and COPELApD KiCKBACK"-ACT(1$U.Sc§40 LliS:a.3145):The Davis-Bacon Act and the Copeland Anti-Kickback Act only apply to the emergency Management Preparedness Grant Program, Homeland Security Grant,PrograM,. Nonprofit Security Grant Program Tribal Homeland-Security Grant PrograM,..Port Security Grant arid Transit Security Grant Programt They do not.apply to other FEMA grant and Cooperative agreement programs, including the Public Assistance Prograrn. Accordingly, if applicable to.this Contract: prime construction contracts in ekcessOf$2,000 awarded'bynon-federal entities must include •a,provision for compliance With,the Davis-bacon Act(40 U.S.C...§§ 3141:31,44,and 3146-3148)as. supplemented by Department of Leber regulations (29 CFR Part 5, "Labor Standards Provisions' Applicable to Contracts Covering Federally Financed and Assisted:Construction"); ;a) In accordance with the statute,,and if applitable, the Contractor Must pay ail laborers and Mechanics employed or working upon the site of the,work, unconditionally and not less often than once a week,and without subsequent deduction or rebate on any account(except such, payroll deductions as are permitted byregUlationS issued by the Secretary of'Labor pursuant to.29 CFR part 3), the full amount of wages and bona fide fringe benefits(or cash equivalents 'thereof) at rates not less than the prevailing_wages specified in a.wage determination Made by the Secretary Of Labor. In addition, contractors must be required to pay wages not less than once a'week. The City will attach copy'Of the current prevailing wage determination issued by the Department of Labor to this form b) Contributions made.or costs reasonably anticipated for bona fide'fringe benefits,under section 1(b)(2).of the Davis—Bacon:Act on behalf of laborere.Or,mechanics are.considered wages paid to such laborers or meth-an10,subject to the provisions of paragraph (e)(1:)(1V)of 29 CFR§5..5 also, regular contributions made or wets incurred for more than a weekly period (but not less often than quarterly)under plans, funds, or programs which cover the particular Weekly,period, 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,without regard to except as:provided in 29 CFR'§6.6(0)(4). 0) Laborers or mechanics perforMing, work in more: than one classification may be compensated at the rate specified for each Classification far the time actually woikee therein:. :.Provided, that the employer's payroll records accurately set forth the time spent in each classification [n which work is performed, The wage,determination (including any additional classification and wage rates conformed under paragraph (a)(1)(ii) of 29 CFR§'5.5)and the :QavisA3acon poster (VV14-1321)' shall be potted at all times by the Contractor and its subcontractors at the site of the work in,p prominent and accessible place where:it can be easily seen:by theWOrkars., (?)Tha Contractor shall comply with.18.U:S.C-,.,§874, 40 §3145,, arid the requirements of 29 'C..F.,R.,pt.,3 as maybe appliCable.which are incorporated by reference:into this,Contract. Contractors:and Subcontractors are brOhibited from including, b:y 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'the is otherwise.entitled.The,Contractor or sObdontrattor shall'insert in any subcontracts the clause in these subparagraphs (0)(f)and(2), and gist.%a clause rewiring 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 § 38 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract No:22-122-05 F. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT OF 1962, 40 U.S.C. §§.3702 AND 3704, 'If applicable, the Contractor and all of its subcontractors shall comply with.the Contract Worle'Hours and Safety Standards Act of 1,962, 40 U.S.C. §§ 3702 and 3704„ requiring that mechanics and laborers (including watchmen and guards) employed on federally•assisted contracts be paid wages of not less than one and one-hall times their basic wage rates for all hours worked in excess of forty hours in a wbrkweek. In:the event Of any violation of the,preceding clause, the Contractor and any subcontractor responsible therefor shall:be liable for the unpaid wages. 'In addition, the Contractor and subcontractor shall be liable to the city for liquidated damages. Such liquidated damages shall :be computed with respect to each individual laborer or Mechehic, including watchmen and guards, employed in violation of the clause set forth herein, 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 City shall.upon its own action or upon written request of an authorized representative of the Department of Labor withhold Or cause to be withheld, from any moneys payable on account of Work performed by the contractor or subcontractor under any such Contract or any other Federal contract with the same prime Contractor,or any other federally- assisted Contract subject to the Contract Work-Hoursand Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided herein.The Contractor or:subcontractor shall insert in any subcontracts this clause set forth in subsection.(F) herein also a clause requiring the subcontractors to include thiS clause in any lower tier subcontracts. The prime contractor shall be responsible for compliance 'by any subcontractor or lower tier subCOntraCtor with:the clauses set forth in herein. G. RIGHTS,TO INVENTIONS'IVIADE UNDER A CONTRACT OR AWARD, 'If the Federal award meets the definition of"funding agreement' under 37 CFR§401:2 (a) and the .City wishes.to enter into a contract with a:S.Mail 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 37 CFR Part 40, "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 aoency, H. THE CLEAN AIR ACT OF 1955, as amended, 42 ILS.C. §§7401-7671q and the FEDERAL 'WATER POLLUTION CONTROL ACT, as amended,'33 U S C §§ 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.S.C. .§7401 et seq. and issued pursuant toll-le:Federal:Water Pollution:Control'Act, as amended, 33, USC§1251 et, seq. (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 to assure notification to the City, Federal, Emergency 'Management Agency and. the appropriate Environmental 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. 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 39 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract NO.22122,08 ,With the'Energy POlicy and Conservation.Act(42 LLS:C.Section 8321,et seq.)and(42 U.S.C.. 6201). J. CERTIFICATION REGARDING DEBARMENT, 'SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION. (1) This Contract is a covered transaction for purposes of 2 C,RR. pt 180 and 2 C1F.R. pt: '3000. As such the Contractor is required to verify that none of theCOntraCtor, its principals (defined at 2 Q.F.R„§.180:9.98),or its affiliates(defined at 2 C.F.R. §180:905)are excluded i(defined at 2 C.F.R: §: 180.940) or disqualified (defined at 2 C..F.R. § 180::935). 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 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.ipt.„,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 The Contractor agrees to comply with the requirements of 2 C.F.R. pt 1.80, subpart C and 2 C.F.R. pt: 3000, subpart C and shall include a provision reOviring,syth cornplience in'its loWer tier covered transactions*. (2) By signing and submitting this form, the Contractor shall also execute and provide.the City with, and require all lower tiered,contractors.to4lso execute, the certification set out in ",Certification Regarding Debarment, Suspension, ineligibility. and Voluntary Exclusion Lower tier Covered Transaction"attached-hereto.,The Contractor shall require all lower tier participants to agree that they a. shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, Or Voluntarily excluded from.participation in this,covered transaction; unless authorized in writing by the City; and ii they will include this clause titled "Certification Regarding Debarment; Suspension, Ineligibility and 'Voluntary Exclusion", and the certification bun, 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 frequency by which it determines the eligibility of.its principals.. The Contractor may, but is not required to check:the.Non- procurement List issued by U.S. 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 required by this clause:The knowledge and information Of the Contractor and any other participant.is not required to exceed that'Which is normally possessed by a prudent person in the ordinary course of business dealings. If the Contractor or any other lower tier partiCipant in a covered trantaction knowingly enters into ? 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 pursue available remedies including spepeneion,and/ordebarrhent. K. BYRD ANTI-LOBBYING CERTIFICATION AND DISCLOSURE STATEMENTS. Contractors who apply or bid for or have received an award of 8100,000 or more shall file the 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:'officer or employee of any agency, a rnernberof Congress, officer or employee of.Congress, or an employee of a member of Congress in connection with obtaining any Federal contract,grant,or any other award DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAS -Contract No..22-122=05 covered by'31 U.S.C..§ 1352. Each tier shall also disclose any lobbying'with non-Federal funds that 'takes^piece in connectionwithObtaining any Federal award.Such disclosures are forwarded fromfier to:tier-up to the-recipient. L.RECYCLEDPRODUCTSIRECOVERED MATERIALS The 'Contractor agrees to, comply .with all the requirements of Section 6002,of the 1Splid Waste Disposal Act; as.amended'by the Resource Conservation and Recovery.Act.(42 U.S.C'. § 6962), :including but not limited to the'regulatory provisions of 40 CFR Part247,and Executive Order 12873, as,they:apply to the procurement of the items designated:in Subpart B•of 40,CFR'Part 247.Alt goods and/or.services to be purchased as,a result of any award under this Contract shall'be in accordance with all applicable governmental standards; including, but not limited to those issued by the Occupation Safety and Health .Administration (OSHA), the National Institute,_of Safety Hazards (NIOSH), and the 'National:Fire,Protection Association '(NFPA). It shall be the responsibility of the Contractor and vendors.to be regularly informed to conform to any changes in standards'issued by 'any regulatory agencies that govern the commodities:or services applicable;to this solicitation, during the. term :of any Contract 'resulting from this-solicitation. In the ,performance of this Contract, the Contractor shall make maximum use of products containing: recovered materials that. are ,EPA- designated items unless the product cannot be'acquired:. 11) Competitively within a timeframe providing.for compliance with the contract performance :schedule;. (2)Meeting Contract performance requirements; or(3)At a reasonable price. Information about this requirement, along with'the list of'EPA-designated items, is available at EPA's Comprehensive Procurement Guidelines web site; https://www.epa.gov/smm/regulatory- background-comprehenslve-procUrement-guideline- program-cpg: M. CONTRACTING WITH SMALL AND MINORITY BUSINESS, WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS. .AREA. FIRMS, C.F.R.. § 200,321(G):. Pursuant C.F.R.200.321 (g),the City will take all necessary affirmative steps to assure that minority businesses, women's•business'enterprises, and labor,surplus area firms are used when possible. Affirmative"steps must include: (1) 'Placing qualified small and minority businesses and women's business enterprises on solicitation lists; (2)Assuring that small and minority businesses;and.women's business enterprises are solicited whenever they are potential sources; (3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and ;minority businesses,. and women's business enterprises; (4) Establishing delivery schedules, where the requirement permits; which encourage participation:by small and minority.'businesses, and women's business enterprises; (5) Using the, services and assistance, as appropriate; of such organizations as the Small Business Administration and:the MinorityBusiness Development Agency of the.Department`of Commerce;an (6) Requiring the prime:contractor„"if subcontracts are to be let,to take.the affirmative steps listed in paragraphs(1)through (5)above. N. ACCESS TO RECORDS:. In addition to•the provisions contained in the Contract, the following access to records requirements'apply to this Contract • (1)The Contractor agrees to provide.the City, the FEMA Administrator„the Comptroller General of the United States, or any of their authorized representatives access to any books, documents, papers,and records,of the Contractor which are directly pertinent to thisContract for the purposes 41 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Contract"No,22=122.05 of making audits,examinations, excerpts,.and transcriptions.. (2) The Contractor agrees to,permit any of;the foregoing parties.to`reproduce'by any means whatsoever or,to copy excerpts and transcriptions as,reasonably needed; (3)' The Contractor"agrees tri provide the FEMA Administrator or'his authorized,representatives access to construction or other:work sites pertaining to the work being completed, under the Contract: O..ROGRAM FRAUD MiD FALSE OF FRAUDULENT STATEMENTS OF RELATED'ACTS;The Contractor hereby acknowledges that 31 U.S C:Chap._38(Administrative Remedies for:False Claims :and Statements),applies to'the Contractors actions,pertaining to the Contract: P..DHS SEAL,LOGO,AND FLAGS,The Contractor shall not:use the.DHS seal(s),logos, crests, or reproductions of flags or likenesses of DHS.agency officials without specific FEMA:pre-approval. Q.COMPLIANCE WITH,FEDERAL LAW,REGULATIONS,ANb:EXECUTIVE ORDERS:,This isan acknowledgement that FEMA financial assistance may be used'to fund all or a,portion of the Contract. The _Contractor will'comply with .all. applicable Federal law, regulations; •executive orders, FEMA policies,,procedures;.and directives, R. NO OBLIGATION BY FEDERAL GOVERNMENT The• Federal'Government is not a party to .this Contract and is not subject.to any obligations or liabilities`to the non.-Federa entity, Contractor,•or any-other:Party pertaining,'*any matter resulting from the Contract. S. CHANGES The Contract may be modified.by Mutual consent, in writing through the,iissuance'of a;modification to' the Cbntract T.INDEMNIFICATION For any work performed on Federally funded projects,,the'Contrector agrees.to indemnify and:hold harmless the Federal'Government; its employees and/or contractors, the. County, -its employees and/or contractors,and the City.and its,,employees and/or contractors from liability,to`third parties for claims'asserted,under the contract. U. 'E-VERIFY. The Contractor 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'..Departmentof'.Honiel_and-Security's Verify system:to verify the•employment eligibility-of all new employees hired by the-subcontractor .during the Contract term. V. BOND REQUIREMENTS,(2 CFR §200.325): Notwithstanding.Florida law or City practice,at a minimum' for construction •or facility improvement contracts or subcontracts exceeding the Simplified Acquisition Threshold (currently$150,000),the following requirerhents must be mete A: A.bid,guarantee from,each bidder equivalent'to'five percent(` %o) of the bid.price.The ,guarantee must consist of a firm commitment:such as a:bid bond; certified check, or other negotiable instrument accompanying .a, bid as assurance that the .bidder will,. upon, acceptance.of the•bid, e)cec_ute such.contractual.documents as may be required within the time specified. B. A performance bond on the part of the contractor for 100 percent,of the contract price:. C. A payment bond,on,the part of the contractor for 100 percent of the contract price.. 42 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 ,COr"*.ac N0,22-122-05 EXHIBIT 02 BYRD ANTI AMENDMENT CERTIFICATION FORM, APPENDIX A,44 C,F,R, PART 18-7,CERTIFICATION REGARDING LOBBYING CertificatiOn for Contracts, Grants,'Loans,and Cooperathre Agreements The 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 Contractor, 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 extertion, continuation, renewal,amendment, or modification of any Federal,contract; grant, loan; or cooperative agreement. Ifanyfunda 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 Congrest, 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 $tandard Form-LLL, "Disclosure Form:to,Report Lobbying.,"inagoordance with its irttruCtions.. 3. The Contractor 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 :subrecipiptits shall ,certify and disclose accordingly. This certification is a material repreaentatian of fact -upon whiCh reliance was 'paced' 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 $1 0,,Q0Clarid not More than V00,060 for each such failure: The ContractOr certifies or affirms the truthfulness andiaccUracyOf each Statementbf its certification and disclosure, if any. In addition, the Contractor understands and agrees that the provisions of 31 U.S.C. 5 3801 et seq., apply to this certifiCationand disclosure, ifany. 44 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 CI:nitro:a no. 22712270.11 EXHIBIT P3 SUSPENSION 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. §t180:995), or its affiliates (defined at 2 C.F,R. § 180.905) are excluded (defined at 2 § 180.940)or disqualified (defined at 2-C.F. . § 180.935). (2)The Contractor must comply with 2 C:F.R. pt. 180; subpart 1C 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 u0on, 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 pqmplIrwith.the requireMents of 2 C.F.R. pt, 180,subpart and 2' C.F.R.pt. 3000, subpart C while thisOfferlS valid and throughout the period of any contract that May arise from this offer. The Contractor further agrees to include a provision requiring such, bornplience in.its lower tier covered transattiOns.:" By Virtue Of submitting bid,,bielciet dertifieS or affirmt ita.Corripliance with the. Suspension and Debarment CettifiCatiOn., DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 • 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-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; 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 °2°1- day of tune 2022. 77/ ATTEST: JUN 2 3 20H ,02-21,---___ RAFAEL E.GRANADO, CITY CLERK DAN GELBER, MAYOR • APPROVED AS TO on���,,,, FORM&LANGUAGE E3 ,i,,, 8 FOR / " ��'. City Attomey a.X' Osie 3 1IRCOR ORATED•' _ ,'4, ? ... Page 33 of 1232 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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 P.RE- 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. RECOMMENDAT ION 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 smeller 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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, PA, 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.Q. to Know"item.pursuant to Bond Funds? City Code Section 2-14? No No Legislative Tracking Public Works/Procurement ATTACHMENTS: Description Q Attachment A ❑ Resolution Page 30 of 1232 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 DIiiU11iItii `�s� m Cno OCa7 QDm 0•, O _2� o a os C) A „O logF .., 7 pi 0 , 7 CD w 7 _• c_3 to d ..... M olvii„, p ,. pp D O „ , _... g•22 % P 5 m•=c3 2 . 15. g= N - . g°' gm 11 Av ` pi, w � O 8ma7 -- LL V0 q K B K F v 8 itel p, S m ° P o —T5 g p c 7 V I cl 0 o P 1 a O �a Z 1 ;111 p ER F Ea V ER W rnV VCaV V 2gEDO 22 ID ■ g ffi $ $ M M o S Cs I6 0-Qy, $ $E l l g W�n O v�V O O o�m O�O o Oi to[n W ER Etil i i a 112p3 g. g. O o P W P P Oa W P o W Ur CI P tor Ur W W tr. fa g g C/N 0U1 Ca CD W Cn OI OI O W En coUI Ca Ca CAW CDg 0 000CC��� Z K O oo ° ooC, 000a000000000 ESEaEREa�VESES12mFSERV W21mW m O OUIm Om W>NUI CD O OOtD O Z .4 > .4 V VOA>N V aNO VOO co WCnCa N Ranking m i • O a D o P CO P CO P N O. O W P P P W 08 W W W W r w m m m Cp ER m O ES m m m m CD CD CD CD O a rn�>NWOfUlO1WmCDG c+cW Wff 1 n m 0 r• I z • O O CA WO W Ofn Cn En Ca W CnW W W Cl) 0 11 S —I3 O D I 4 e 0 T. ..4 CD 0 p p �p eg Z S2 ES ER Cmn W ES ESOOUI-II Cl)O ER WOO) T V 6 Et • O OCnOV NNOO AO.Cn V A COV N N > Ranking • CCOO ODO A+0)AO V OV)Q)N+ AA VO CCDD CO V • alDl(nWOWCnCACnOIWOIW OW Ca CO Ca CD CC m I 's . cc .yC�mp J�C e4 m ES ERV+COD CVD CV4 N21�V A CVDV NN COD V s g CD VWOAN VN WO V8Ca V A A PO -.8Ranking _ .N_ : `.a6al. • 'v.a&$-f i -I".2:: n 3di.•.i. _._ 1W�2i.,'nt -I ER NCCD DA)NCUI c)INUCl) 0 om8CID cn W a a 0 —co * • 40 CO V W N A N N 0 0 CO CO a%En S.W CJ > Ranking DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 ATTACHMENT B ADDENDUM AND RFQ SOLICITATION DocuSign Envelope ID:14F5764B-C389-4EFF-BE6B-714A86DFAFA8 IV\ /� � /� Procurement Department /�/ V 1 B EAc.� 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 MProcurement Department IAMI B EAC 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, AI gem ' rement Director Balance of Page Intentionally Left Blank • RFQ No.2022-122-ND Addendum#3 3/16/2022 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Procurement Department M.1 Atv\I B:EAC,1 1 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 MProcurement Department IAMI B EAC 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 • Procurement Department M I AM V 1 I B EAC.1 1 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? All: 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 u Procurement Department M L ANI I R V���.1 1 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 MI Procurement Department i"11 V 1 ( B EACH 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) haslhave 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 M I AM I B EAC.H Procurement Department 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 i•rely, Al° penis ' r urement Director Balance of Page Intentionally Left Blank • RFQ No.2022-122-ND Addendum#2 3/9/2022 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 M I AM I BBEAC.H Procurement Department 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.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 r•rely, Al-1ems r urement Director RFQ No. 2022-122-ND Addendum#1 3/7/2022 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 III. 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 @ 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 @ 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 Natalia Del•ado@miamibeachfl.•ov Additionally, the City Clerk is to be copied on all communications via e-mail at: RafaelGranado@miamibeachfl.!ov; 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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 riot 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:/Iwww.miamibeachfl.govlcity-hall/procurement/standard-terms-and-conditions/ DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAS MIAMI BEACH 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. 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB MIAMIBEACH 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 MIAMI BEACH APPENDIX A MIAMI BEACH Special Conditions • • 2022- 122-ND ENGINEERING SERVICES FOR WATER & WASTEWATER SYSTEMS PROJECTS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 MIAMIBEACH. 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 maybe 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 MIAMI BEACH APPENDIX B MIAMI S EACH Sample Contract 2022- 122-ND ENGINEERING SERVICES FOR WATER & WASTEWATER SYSTEMS PROJECTS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB AGREEMENT BETWEEN r�f CITY OF MIAMI BEACH �',, i ` \..y am>' `a, AND xxxx,.--„, '',..,\ ,IS FOR• )/r, `. ' \ \ ��. `�XXXXXXX f //---- - \\ \\ N_7 `��•-.DISCIPLINE: XXXXXXX .,.\ ti 1 RE-SOLUTIONANO. XXXXXX 'z's, \\. j.c.,/ -----/ 7C-----'''''''*:-\7 ,/ 1 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 TABLE OF CONTENTS DESCRIPTION PAGE ARTICLE 1. DEFINITIONS 4 ARTICLE 2. BASIC SERVICES 9 ARTICLE 3. THE CITY'S RESPONSIBILITIES , ^ 134 f \ ARTICLE 4. RESPONSIBILITY FOR CONSTRUCTON f/' c\\ J COST 1541 f ARTICLE 5. ADDITIONAL SERVICES "N ` /I 177 ARTICLE 6. REIMBURSABLE EXPENSES A:, _ * 19 1 ARTICLE 7. COMPENSATION FOR SERVICES,✓'-^ 4, rir � 20 ARTICLE 8. CONSULTANT'S ACCOUNTING A D OTHER RECORDS 21 ,/( :,\./'' / ARTICLE 9. OWNERSHIP OF PROJECT DOCUMENTS, 21 ARTICLE 10. TERMINATION OF AGREEMENT\ \s - 22 \ ARTICLE 11. INSURANCE'S - ' \\\--- 23 ' ` — - \ \\\ ARTICLE 12. INDEMNIFICATION`A�ND HOLD HARMLESS 244 N ARTICLE 13. ERRORS-AND OMISSIONS .... 245 ARTICLE 14. LIMITATIONO,FLIABILITY 255 �N ;N// ' '' ,. ARTICL'E"15.--NOTICE \/ 255 \ ARTICLE 1.6.FLORIDA PUBLIC RECORDS LAW 296 \', r-- L/ ARTICLE 17. INSPEC �J/ TOR GENERAL AUDIT RIGHTS 28 S' / ARTCILE 18. MISCELLANEUS PROVISIONS 29 SCHEDULES: SCHEDULE A 36 SCHEDULE B 38 SCHEDULE C 39 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 f/ 1\ tc,\\ \ . --..y R ,\�' c��i )✓ k\\ \ 7 ,`_ �� ` G 1N A /7/ ----./ (I- -f` / 3 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND XXXXXXXX FOR // PROFESSIONAL ARCHITECTURAL AND ENGINEERING SERVICES NISPECIALIZED CATEGORIES"AS-NEEDED" BASIS 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 off ces at 1700 Convention Center Drive, Miami Beach, Florida,33139, (hereinafter referred to as City), and XXXXXX.,a Fl 1 idacorporation having its principal office at XXXXXX (hereinafter referred to as Consultant);,} ) W I T N E SF'S-E-J H: ` •''���f r . 1/2 WHEREAS, on XXXXX, the City Commission approved the jssuance of Request for Qualifications No. XXXXXXX (the RFQ); and WHEREAS, the RFQ was intended t rovide access to architectural and engineering ` P, consulting firms in accordance with the Florida Consultants Competitive Negotiation Act for future work as the need may arise; and \\\\ WHEREAS, on XXXXX;ethe TCity, 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 Consultant ave negotiated the following agreement pursuant to the RFQ; and NO TCity HEREFORE, and Consultant, in consideration of the mutual covenants and agreement herein contained, agree as follows: ARTICLE 1. DEFINITIONS 1.1 Definitions..,�,Th'e 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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/2 and 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, a, Florida municipal corporation having its principal offices at 1700 Convention,,,Center Drive, Miarni\Beact7Florida, 33139. In all respects hereunder, City's obligations and performance is pursuant to,Cit'y's position as the owner of the Project acting in its proprietary capacity,. In the event Cityoexercises its regulatory authority as a governmental body including, but not lignited to, its regulatory authority epartm for code inspections and issuance of Building Dent permits, Public/Works Department permits, or other applicable permits within its jurisdiction`;\the exerclsq‘of such regulatory authority and the enforcement of any Applicable Laws shall,be deemed to have occurred pursuant to City s regulatory authority as a governmental body and'stiall.of be attributable in any manner to City as a Party to this Agreements. w_w. `� . CITY COMMISSION: "City Commission"`sh ll'mean the\governing and legislative body of the City. O CITY MANAGER: The"City Manager`shall mean the chief administrative officer of the City. The City Manager shall also be constr'iaed to incl de an '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):��a, ;e ,, CONSTRUCTION COSTTBUDGET!The "Construction Cost Budget" shall mean the amount budgeted and establishedheby 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:prdperly professionally licensed professional in the State of Florida and as otherwise requiredpy any e�ities, agencies, boards, governmental authorities and/or any other professional org'anizations)with jurisdiction governing the professional practice area for which the subconsultan(has,been\engaged by Consultant to perform professional services in connection with the Project T,the subconsultants in Schedule"D", attached hereto, are hereby approved by the City Manager'for'the Project. -f,, CONSULTANT SERVICE ORDER: Consultant Service'Otderhall mean the worker issued by the City to Consultant (in substantial form as in Schedule/attached hereto) that specifically describes and delineates the particular Services'(Basic\Services\and/o fAdditional Services) f l which will be required of Consultant for the Project that is the subject'of_sueh Consultant Service Order, and which may include studies or study-activity, and/or professional services as defined in Section 287.055 of the Florida Statutes.fr( \9 CONTRACT AMENDMENT: "Contract hAmendment"`shall mean a written modification to the Agreement approved by the City(as specified blow) and executed between City and Consultant, covering changes, additions, or reductions\in the\termsvof this Agreement including, without limitation, authorizing a change in-.the Services;'\or'the method and manner of performance thereof, or an adjustment in theiee-anal/or_com pletion:dates. Contract Amendments shall be aap`pr,9ved in--accordance with Contract Approval Authority he Procedure 03.02. T City Manager reserves the right to seek and obtain concurrence of the City Commission for approval.of any such Contract Amendment. e CONTRACT\DOCUMENTS/'Contract'Documents"shall mean this Agreement (together with all nd exhibitsaddea, Consultant Service Orders and written amendments issued thereto), and all Design(Documents and Construction Documents. The Contract Documents shall also include, without`limitation-(togetherl, 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), they !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/or 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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,layodts and conceptual design criteria of the project, cost or budget estimates, design and construction schedules, site development requirements, provisions for utilities,stormwater retentlion and disposal and parking requirements applicable to the project. �, //•' DESIGN DOCUMENTS: "Design Documents" means,,all plans, drawings spec)fications, schematics and all other documents which set forth in full'the design of the-Project nd fix and describe in detail the size, configuration and characterso`f'thee.Project concerning all items of the Project. necessary for the final preparation of the 100%,'completed, permitted Construction ts-of th Documents in accordance with the requiremene'Contract`Documentsincluding, without limitation, all architectural and engineering elements as'may be.appropriate:''Design Documents. shall not be part of the Contract Documents';ugtil\(a) the/Consultant has submitted completed Design Documents to the City and (b) th,ey have'4 een,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 Cityishall not in'any may be construed, interpreted and/or deemed to constitute a waiver or excuse\consultantZs obligations to ensure the Design Documents are constructible, in compliance"with.\all.Applicable Laws and in accordance with the Contract Documents. \ —\\.: ""--.. \ PROJECT: The"Project"shall meafithat ce?tain City capital project described in the Consultant Service Order. \ ' Project Cdst The "Project/Cost" shall mean the estimated total cost of the Project, as`described n-the Consultant Service Order (CSO) rProject Scope" The "Project ject Scope" shall mean the description of the Project, as described in the Consultant Service Order (CSO). PROJECT ADMINISTRATOR: 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 th,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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 "ScopeProject'Scope,e Basic Services,and SCOPE OF SERVICES: of Services"shall include the � � p ; any Additional Services (as approved by the City), all as described'in Schedule A hereto. SERVICES: "Services" shall mean all services, work, and actions by the Consultant performed pursuant to or undertaken under this Agreement, including services dellneat,d\as part of the Scope of Services. �` \ SOFT COSTS: "Soft Costs"shall mean costs relate t the Proj ct,other th%\Construction Cost including, without limitation, Consultant's Basic Services, Additional ervices, 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 const`ction of the Project. STATEMENT OF PROBABLE CONSTRUCTION COST: The "Statement of Probable Construction Cost" shall mean the detailedbestimate prepared by Consultant in Construction Standard Index(CSI)format or other formatappproved by the;Project Administrator,which includes the Consultant's estimated totarconstruction cost to�the City of the Work for the Project (as established in the Contract Documents;;—as they may be 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 take into account anticipated price escalation . \ WORK: Work" shall mean/all labor,,materials, equipment, supplies, tools, machinery, utilities, fabrication;-transportationinsurance, bonds, permits and conditions thereof, building code changes and governmekapprovals, licenses, tests, quality assurance and/or quality control inspections and-related certifications, surveys, studies, and other items, work and services that are necessaryyor-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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 care normally 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 Applicabl\e Laws)to perform the Services. Consultant warrants and represents to the City that it is responsible'for the technical accuracy of the Services. \•` `,\, ,y 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 Service Order; and shall also include any and all of Consultant's responsibilities d obligations with respect to the Project, as set forth in the General Conditions of the Contract fik,Construction., ,`/ 2.6 RESPONSIBILITY FOR CLAIMS.A D LI BILITI S: No action r 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\for 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 approyals issued byihe,Clty shall not constitute nor be deemed a release of the responsibility and liability`of-the Consultant (or`arny subconsultants), for the accuracy and competency of the Services, nor shall,any City appwoval and/or decisions be deemed to be an assumption of such responsibility py the,.City`for a defect, error or omission in the Services. Moreover, neither the City's inspection`,revieWw;-approval or acceptance of, nor payment for, any Services required under the Agreementtshall 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 Agreement:The/Consultant shall be and remain liable to the City in accords cnewith Applicabie'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 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 partiesVagree 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 a justment ttithe Consultant Service Order completion time, if made necessary because of und'u dee lays result ng 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 the\Sevices requiring approval by the City (or other governmental authorities having jurisdiction over the Project). Consultant shall immediately provide the-Pr je ith ct Administrator wmwritten notice stating the reason for the particular delay;the re.quested'adjustment( e. extension)to the Project Schedule; and a revised anticipated schedule of completion2Upon receipt and review of Consultant's request(and such'other d'ocurnentation as the-Project Administrator may require), the Project Administrator;may grant{ a reasonable extension of time for completion of the particular work involved;and authorize thatthe 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 est efforts* maintain a constructive, professional, cooperative working relationship with the,ProjectAdministrator;.,Consultant, and any and all other individuals and/or firms that have been contracted, or o herwiseretained,to perform work on the Project. 2.9 The Consultant shall perform its duties-under 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 Wperforrn`ce, except'to the extent that acts or omissions by the City make such performance impossible: V 2.10 ,,Tfie Consultant\'is responsible for the professional quality, technical accuracy, completeness, performance and coordination of all Services required under the Agreement and underthe 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, and judgment ordinarily possessed and used by a proficient consultant with respect to the.,disciplires required for the performance of such Services in the State of Florida. The Consultant;rs;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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 inconsistent with Applicable Laws; or which are inconsistent with standards, decisions or approvals prgv ded by the Ctty 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 . Consultant shall address comments forwarded to it in a t rnely 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. 2.11.1 The Consultant is advised that a,performance evaluation of the Services rendered throughout this Agreement will be competed by;the City and kept in the City's files for evaluation of future solicitations. /( \ \� 2.12 Consultant agrees that when aniportion of the Services relates to a professional service which, under Florida Statutes,requires a license;certificate of-authorization, or other form of legal entitlement to practice and/or perform such'NService(s), it shall employ and/or retain only qualified duly licensed certified personnel to-provide same. N 2.13 Consultant agrees to designate, in writing, within five (5) calendar days after receiving a fully executed Consultant Service Order, a qualified 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 behalf/of Consultant with respect to directing, coordinating and administrating all`aspeclsfof±the Seances. 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 �Replacemerit (including reassignment) of an approved Project Manager shall not be made without the priorwritten approval of the City Manager or his designee (i.e. the Project Administrator.).-- '- \\% 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 ProjectrAdministrator'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 wr tt onsent\of the Project Administrator, said work and/or services shall be deemed to be 'Basic Service under this Agreement and shall also be deemed to be within the scope of seniiee`s,delineatedin the Consultant Service Order (whether or not specifically addressed in the Scope of Services). Mere notice by Consultant to the Project Administrator shall nottconstitute authorizatiortor4proval by the City to perform such work. Performance of any such work and/or se k ices byy Consultant without the prior written consent of the Project Administrator'shall be undertakeri�t Consultant's sole risk and liability. ss\N \ ////2 2.16 Consultant shall establish, maintain,.and categorize any and,all,Project documents and records pertinent to the Services and shall provide>theSCity, 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: N. `-. 7 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 DOCUMENTSN�THE`CITY(§ 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'CONSUL'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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 fromthewConsultant stating the reasons for any proposed substitution. The Consultant shall cause the'names of'subconsultants responsible for significant portions of the Services to be inserted on the; lansand specifications. The Consultant shall be ultimately responsible for ensuring the Consultants and,all of its subconsultants' compliance with the requirements of thisiSection 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\wok, ensure the professional quality, completeness, and coordinationoflhe subconsultant's, 'ork. The Consultant shall, upon the request of the,C t ty,,submi}to the City such documentation and information as the City reasonably requests to evid'ensetthe creatio i standing, ownership and professional licensure of the Consultant (and\skonsultants), including organizational documents, operating agreements and prtofssonal licensure documentation, and copies of the tan Consultant's contracts with the subconsult.with respect'to%the Project. However, the City's failure to request such documentation or 61\denee\and/or failure to enforce in any way the terms and provisions of this Section'the-Agreement and/or`any other Consultant Service Order during the Project does not excuse, waive and/o\condone in any way any noncompliance of the requirements set forth therei ncl'uding, 1 without limitation, the professional licensure requirements. Any.approval of a subconsultant by the City shall in no way shift from the Consultant to City the 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\fo any ncrease=in compensation to the Consultant for payment of the Services. \3 %„////7 \: ARTICLE 3. THE CITY'S RESPONSIBILITIES 3.1 The City Manger shall designate a Project Administrator, who shall be the City's authorized representative 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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%Consultant has satisfied itself as to the reliability of the information. / \\ 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;auding 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 becomesaware'of any fault or defect in the Project, or non-conformance with the Contract Documents4he City,,through`th 'Projeet Administrator, shall give prompt written notice thereof to the Consulta /( r ,. -, \);/,.-3.5 The City,acting in its proprietary capacity as Owner and not in its regulatory capacity,shall render any administrative approvals ands t cisions required under this Agreement, in writing, as reasonably expeditious for the orderly progress o the Services'and of the Work. 3.6 The City Commission s shall-be ll-be the final authority-to do 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 shallbe ttieebody to consider, comment upon, or approve any assignment,'sale,,transfer or subletting of this Agreement. Assignment and transfer shall be defined to alsso_ elude sale of tie majority of the stock of a corporate consultant. 7 . -,7 3.62 Contract 'Amendments shall be approved in accordance with Contract Approval Authority Procedure 03.02 or as amended. • 4 \\ 3.7 Except-where,other r ise expressly noted in this Agreement, the City Manager shall serve as the City's primary.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 which'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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 committee or committees, or inquire of, or consult with, persons for the purpose `of\receivi'ng\advice and recommendations relating to the exercise of the City's powers, duties and responsibilities under this Agreement or the Contract Documents. ti. ,�i7 3.7.6 The City Manager shall be the City Commission's authorized representative with regard to acting on behalf of the City in the event of,issuing any default-4notice(s) under this Agreement, and, should such default rem`n uncured>in term j ng the Agreement (pursuant to and in accordance with Article 10 hereof). ;. ��/\\\y/ 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 theYCity.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 uporin any way by the Consultant or any other third party as a substantive review thereof. �; ��..� ARTICLE 4. RESPONSIBILITY FOR CONSTRUCTION COST 4.1 The City shall establish a 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 for the ProjectCis-not exceeded. ps part of the Basic Services, Consultant shall design and/or re-design the Project to,the Construction Cost Budget in accordance with this Article 4, making all<revisions necessary to maintain the Construction Cost Budget. Consultant shall attend meetings'wit\the City to review and discuss cost estimates, cost-saving alternatives, and implementation or r revision,Nof the Design Documents and Construction Documents to address such items,--as-necessary°\tymeet the established budget parameters set forth in the City Construction-Budget .1 ) 4.2. Consultant shall provide and/or update the Statement of Probable Construction Cost at each stage of`cpletion 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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 estimated=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 Statementof Probable Construction Cost exceeds the City's Construction Budget'by more than ten perent (1:0%), the Project • Administrator shall provide notice thereof to the Consultant. ConsultantshFa�l then identify the cause(s) for the difference and recommend in writing for the City's approvalany modification in the Design Documents necessary to conform to the Consultant's estimatedhtotal.costs in the Statement of Probable Construction Cost to within tenpercent (10%) of the City's'Construction Budget. Upon obtaining City's approval of any proposed'modifications, Consultant shall incorporate such modifications within the Design,D co uments as>part of the Basic Services and at no additional cost to the City. /\ `�.,\ 4.2.3. At the 90% stage completion of the,Design Documents and at completion of the Construction Documents, Consultant shall'update its,Statement of Probable Construction Cost, which must include an estimated Construction`Cost for the`P,\roject within a range of plus or minus five percent (+/-5%) of the 'Construction Cost\l34,1get. 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 roject,Administrator shall provide notice thereof to the Consultant. Consultant shall then-Identify he cause(s) for the difference and recommend in writing for the City's approval any'rnodil•ication 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 Coris`truction Budget. Upon obtaining the City's approval, Consultant shall promptly modify the Den nDocuments or Construction Documents within the time period specified by the Project.;A_drninistrator (which time period for completion shall not exceed ninety (90) day`ssafrorn the'`date/Consultant is notified to re-design), as part of the Basic Services'and�at no additiolal cost tofthe City. 0nsure tfiat�the Construction Cost shall not exceed the City's Construction..2�4.�Toe � Budget;•each Statement of.P"robable Construction Cost shall be in sufficient detail to identify the costs of each element nd include a breakdown of the fees, general conditions and a reasonable and appropriate construction contingency. 4.3. Consultantshail 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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. ,` 4.5. The Construction Cost Budget shall not be exceeded/'`without fumy 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 Commission. The City Commission shall have no obligation to approve'an increase in the Construction Cost Budget and, if such Construction•Cost Budget is cexceeded, the City Commission may,at its sole and absolute discretion,terminate this Agreement(and the remaining Services) without any further liability to the City. `�;4'N 2t / -- . ,t ''\\._..` 4.6. The City Commission may, at its sole, nd absolute discretion, and without relieving Consultant of its obligations under this Agreementtodesign the Project to the Construction Cost Budget as set forth in Sections 4.1 through 4.5 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 ,abandon the Project and terminate the remaining Services without any further liability to the City;`(4)select asimany deductive alternatives as may be necessary to bring the lowest and best bidtwitliin_tthee--Construction Cost Budget. ---:, . � ARTICLE 5:ADDITIONAL SERVICES 5.1 Additional Services,hall only bed performed by Consultant following receipt of written authorization by the\Project Administrator •(which authorization must be obtained prior to commencement of any\suehl,add tional work by Consultant). The written authorization shall contain awdesc_ription of the AdditionaIFServices 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:'Not to Exceed" amoun; 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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 areiinconsist with written p approvals or instructions previously given by City and/or a d ten ue to cans s beyond the control of Consultant. 5.2.4 Expert Witness: Except insofar as the Consultant is required\bAegal process or subpoena to appear and give testimony,preparing,to(�erve or serving assan•expert witness in connection with any state or federal court actibn,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 issue. 77— \ w� 1) ' 5.2.5 Procurement: Assistance in.connection with bid�,,protests, re-bidding, or re- negotiating contracts (except for Contract`D�ocurnent revisions and re-bidding services required under Section 4.4 hereof'which shall`be`/provided at'ho additional cost to City). 5.2.6. Models: Preparing professional,perspecti es,�jodels or renderings in addition to those provided for in this Agreement'except insofar as these are otherwise useful or necessary to the Consultant in the pr'ovision'of Basic Services. 5.2.7. Threshold I pect on M rial\Testing and Inspection: Providing threshold inspection services and 'rriateriaY--testing/special inspection services, provided that Consultant, as..part of the Basi Services shall reportaon the progress the Work, including any defects and deficiencies that,may>be observed in the Work. \i\ r 5.2.8 Pre-Design Surveys:&Testing: Environmental investigations and site evaluations, provided, however/that suiy's of the existing structure required to complete as-built /�ocumentation ar`e�ot additional services. 5.2.9 Geotechnical\engineering. Providing geotechnical engineering services or site 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 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 shall\certify as to each such invoice and/or voucher that the amounts and items claimed asoreimbursai le,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 additions. ., ' ARTICLE 6. REIMBURSABLE/EXPENSES 5 6.1 Reimbursable Expenses must be authorized,..n ad nce, in writing,`by the Project Administrator. Invoices or vouchers for Reimbursable Expenses*shall be submitted to the Project Administrator (along with any supporting receipts and Other back=up`rna erial requested by the Project Administrator). Consultant shall certify as`to eachsuch invoice nd/or voucher that the amounts and items claimed as reimbursable are e a"'trund correct and in accordance with the Agreement." Reimbursable Expenses mayinclude, but\not be limited to, the following: • Cost of reproduction, cour er,s and\postag�land handling of drawings, plans, specifications, and other Project dbcun nt,s�(excluding reproductions for the office use of the Connsultant-and its'subconsultants, and courier, postage and handling costs between the,;Consu tant and its;subconsultants). • Costs-for reproduction-and preparation of graphics for community workshops. \\ • Permit�fees-r q iredby City Miami Beach regulatory bodies having jurisdiction over the,.Froject'(be-4City%permit fees). ‘c, ARTICLE 7. COMPENSATION FOR SERVICES 7.1 Consultant's "L'urnp Sum"or"Not to Exceed"fee for provision of the Services, 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, 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 allowed=on Reimbursable Expenses. ////<\ 7.5 ESCALATION: The initial hourly rates set forth in Schedule B shall Tmain constant for the Initial Term of the agreement. Ninety (90) days prior to expiration of the Initial Ter ,the City Manager may consider an adjustment to the preceding year( unit costs for the'subseqm;uent year. Any such adjustments, if any, shall be based on a corresponding increase inpeonsumer Price Index for All Urban Consumers; U.S. City average (1982-84=100), as established by the United States Bureau of Labor Statistics ("CPI"), or material_adjustments to the scopeor requirements of the RFQ by the City, including (but not limited td) living wage increases,provided, however, that in no event shall any annual increase exceedthree percent (3%)\In/the event that the City Manager determines that the requestedji(crease,4�us ubstantiated/the Consultant agrees to perform all duties at the current cost terms.. 7.6 No retainage shall be made from�the.4Consultant's compensation on account of sums withheld by the City on payments to Consultant.\\ \\ 7.7 METHOD OF BILLING AND---PAYMENT. Consultant shall invoice the Project Administrator in a timely manner, but nO more than once on a monthly basis, per project. Invoices shall identify/include the nature and extent of- the work performed; the total hours of work performed by employee-category; 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 anyAdditional Services and/or Reimbursable Expenses. A' copy of they written approya jof thei oject Administrator for the requested Additional Service(s) or Reimbursable Expense(s) shall accompany the invoice. Invoices.shall-be-subniitted\to-the City at the following address: Accounts Payable: payables@miamibeachfl.gov 7.7.1 Iff cequsted, 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 and s ecifications designs, drawings, 9.1 All notes, correspondence, documents, plansp Fr di 9 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 Agreementotrelated to the4 Project, whether in its native electronic form, paper or other hard copy medium or-,in`electronic 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.use and reproduction;°shall'become the ocu• property of the City. Consultant shall deliver all such d 'r►tints to the Project Administrator in their native electronic form, as required in the Consultant Service\Order withinthirty (30) days of completion of the Services (or within thirty (30)4ays#expiration,`r earlier termination of this Agreement as the case may be). However,the,City may grant an exclusivelicense of the copyright to the Consultant for reusing and reproducing copyrighted materials/or portions thereof as authorized by the City Manager in advance and in.\writing, In addition, the Consultant shall not disclose, release, or make available anydocument to\any.third party without prior written approval from the City Manager. The Consultant shAll,warrant to the'city7that it has been granted a license to use and reproduce any standard detil's an�d,.designs�yowned by a third party and used or reproduced by the Consultant,in the perfo`rrnarice this.Agreement. Nothing contained herein shall be deemed to exclude any do urnent from Ch ofapter/119, 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.the.Consult n may be authorized, as an Additional Service, to adapt copyrighted material foradditional 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. fi 9.4 ,,\The-City-Wall-navel the right to modify the Project or any components thereof without permission_from-the Consultant 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 b the'Cit ,the City, at its sole option and discretion, may take over the remaining Sery ces\and complete them by contracting with another consultant(s), or otherwise. The Consultant shall be 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 completion\of the Services, and the cost of completion of such Services had the(Agreement not been terrminated. 10.2.2 In the event of termination for cause by the City,the City shall only'be obligated to pay Consultant for those Services satisfactorilyy performed\and accepted prior to the date of termination (as such date is set forth''m, or cant be calculated from, the City's initial written default notice). Upon payment-of any a count which\may be due to Consultant pursuant to this subsection 10.2.2,4the City.;shal have no further liability to Consultant. (,. K 10.2.3 As a condition precedent to .release of any payment which may be due to Consultant under subsection 10.2.`2,,the"Consultant shall promptly assemble and deliver to the Project Administrator any and alI�,Project documents prepared (or caused to be prepared) by Consultant(including, wlthout,lirnitation, those referenced in subsection 9.1 hereof). The City s ahah Ilnot be-responsiblfor any cost incurred by Consultant for assembly, copy, and/or delivery of•P_roject documents pursuant to this subsection. 10.3 TERMINATIOWFOR CONVENIENCE: In addition to the City's right to terminate for cause,the City through the City Manager, may also terminate this Agreement, upon fourteen (14) days prior written noticejo Consultant,for/convenience,without cause, and without penalty,when (in its sole discretion) it deems such,jermination to be in the best interest of the City. In the event the City/terminates the Agreement for 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 Conultant'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.,}/ 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 bass at the time of Consultant Service Order (CSO). 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 Agreement, which could result in withholding of payments or termination?of the Agreements,,/ / 11.2 Additional Insured - City of Miami Beach must tibe\ncluded by l'endorsement as an additional insured with respect to all liability policis-(exept Professional Liability and Workers' Compensation) arising out of work or operations performed on behalf of the/Consultant including materials, parts, or equipment furnished in onnection')with suchw� rrk or operations and automobiles owned, leased, hired or borrowed in,the form of an endorsement to the Consultant's insurance. / f' 11.3 Notice of Cancellation - Each insurance pol cy, efquired above shall provide that coverage shall not be cancelled, except\with. notice to the7City of Miami Beach do EXIGIS Insurance Compliance Services. \\ `\ \ .4/ 11.4 Waiver of Subrogation\ \Consultantagrees to obtain any endorsement that may be necessary to affect the waiver of subrogation,on�ithe coverages required. However,this provision applies regardless off whether the City h\as received a waiver of subrogation endorsement from the insurer. \;. 11.5 Acceptability of`Insurers> su Inrance must be placed with insurers with a current A.M. Best rating'of A:VII or higher. If notrated, exceptions may be made for members of the Florida Insurance Funds (i.e. FWICIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. 11.6 Verification of.Coverage- Consultant shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by thiscontract. 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, 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Murrieta, CA 92564 Kindly submit.all certificates of insurance,endorsements,exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach@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 o f his liability and obligation under this section or under any other section of this agree nt ARTICLE 12. INDEMNIFICATION AND HOLD HARMLESS 12.1 To the fullest extent permitted by Section 725.08, •F.,lorida Statutes,\the Consultant shall indemnify and hold harmless the City and its officers,_employees, agents, and instrumentalities, from liabilities, damages, losses, and costs, including,but no"limited to, reasonable attorneys' fees, to the extent caused by the negligenceyrecklessness, or it ter tionally wrongful conduct of the Consultant and other persons employed'or-utilized by the Consultant in the performance of this Agreement. </c\ The Consultant shall pay all claims and Toss Nin 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, nd shall\ppy all;costs,judgments, and attorney's fees which may issue thereon. Consultant expressly undstands and agrees that any insurance protection required by this Agreement o'rotherwise.,perrovided/by Consultant shall in no way limit its responsibility to indemnify, keesand`save`harmless and defend the City or its officers, employees, agents,c,an\strumentalittiesa herein provided. 12.2 The Consultant�gr sand recogni ez s that the City shall not be held liable or responsible for any claims which may reesultJrom-.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 ofthe Consultant, the City in no way assumes or shares any responsibility-orlidbility\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 ND 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 decision/of, the City Manager. This paragraph does not constitute a waiver of any party's right to proceed;i a court of competent jurisdiction after the above administrative remedies have been exhausste`d. ARTICLE 14. LIMITATION OF LIABILI/11\ l ? The City desires to enter into this Agreement only if in so doing the City can place a lipit on its liability for any cause of action for money damages due to fan alleged breach�byl`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 amount(s).actually paid to Consultant hereunder. Consultant hereby expresses its willingness toenter into this Agreement, with Consultant's recovery from the City for any damages for'action for'breach,of'contract to be limited to Consultant's "not to exceed" fee under this-Agree�m r t, less any amount(s) actually paid by the City to the Consultant hereunder. , \.\ Accordingly, and notwithstanding any other term or condition of this Agreement, Consultant herebyagrees that the City shall not be liable to Consultant fornoney damages due to an alleged breach by the City of this Agreement, in an\amoumnt‘in excess of the "not to exceed amount" of Consultant's fees under this Agreement, which `aount shall be reduced by any amount(s) actually paid by the City to Consultant hereunder. \ ```....„.„, Nothing contained in this subsection elsewhere in this Agreement, is in any way intended to be a waiver of the limitation laced upo,City's liability, as set forth in Section 768.28, Florida Statutes. \ �7'�.�ARtICLE 15. NOTICE Until changed by notice intwriting, all such notices and communications shall be addressed as follows` All written noticegiven'to CityConsultant shall be addressed to: iJ by City Manager�s'Office City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Attn: Raul Aguila, Interim City Manager Email: raulaguila@miamibeachfl.gov With a copy to: City Manager's Office 25 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Attn: Aline Hudak, Assistant City Manager Email: alinahudak@miamibeachfl.gov All written notices given to the Consultant from the City shall be addressed to: XXXXXX XXXXXX XXXXX Attn: XXXXX \ Ph: XXXXX \ Email: XXXXXXX i / All notices mailed electronically to either party shall be de rped to be sufficie\ntlyransmitted. ARTICLE 16. CONSULTANT'S COMPLIANCE°WITH'FLORIDA,PUBLICI RECORDS LAW /CC � `\ // 16.1 Consultant shall comply with Florida Public`Records law under, Chapter 119, Florida Statutes, as may be amended from time to�time. \\,% .% 16.2 The term "public records" shall have the\meaning set forth in Section 119.011(12), which means all documents, papers, letters, map ,,books,tapes',.photographs, films, sound recordings, data processing software, or other material``regardless ofythe 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 Qftty:—_\\� ;.' 16.3 Pursuant to Section 119.0701 ofthe Florida Statutes, if the Consultant meets the definition of"Consultant" as defined, Section 117021(1)(a), the Consultant shall: (a) Keep n 9 0 arid-maintain public records required by the City to perform the service; (b) Upon regpest from Ci the ty's custodian of public records, provide the City with a ?\ 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)___--Ensurepat public records that are exempt or confidential and exempt from public �_,_reeords 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 C resultant does not transfer the records to the City; (d) Up`on completion 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:14F5764B-C3B9-4EFF-BE6B-714AB6DFAFA8 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 r% a breach of this Agreement, and the City, at its sole discretion, may: (1) \unilaterally terminate the Agreement; (2) avail itself of the remed es seforrth under the Agreement; and/or (3) avail itself of any available remedies<at law or in equity. \\\_ 16.4.3 A Consultant who fails to provide the publicrecords to the City vvithin a reasonable time may be subject to penalties under s.•,119.10. 16.5 CIVIL ACTION. / \ ' 16.5.1 If a civil action is filed against.a-Consultant to compel-production of public records relating to the City's contract for services;the'coyrt'shall assess and award against the Consultant the reasonable coststof enforcemerif; ncluding reasonable attorneys'fees, if: (a) The court determines\that the Consu tar unlawfully refused to comply with the public records reques`t\with n a reason able time; and (b) At least 8 business dayOeforeling the action, the plaintiff provided written notice of,he public records request,Including a statement that the Consultant has not complied with-tthe'\ue ,to the City and to the Consultant. 16.5.2 A note complies with subparagraph (16.5.1)(b) if it is sent to the City's custodian of public records-and to the Consultant at the Consultant's.address listed on its contract with the City orto.the`Consultant s�registered agent. Such notices must be sent by common carrier`delivery service or'by registered, Global Express Guaranteed, or certified mail with postage orshippingrpaid by the sender and with evidence of delivery, which may-ben an electronic format. 1.6.5.3_A Consultant who complies with a public records request within 8 business days `after the•noticeis sent is not liable for the reasonable costs of enforcement. 16.6 IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING T.O THIS AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: CITY OF MIAMI BEACH ATTENTION: RAFAEL E. GRANADO, CITY CLERK 27 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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;th eCity has established the Office of the Inspector General which may, on a randoni%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\aiudit 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 Cityyp`rograms, accounts, 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 and programs. Monitoring of an existing City project or program may include a\report cp,pcerning whether the project is on time, within budget and in confopm,nce with lthe contract documents and applicable law. The Inspector General shall have the,power�to"audit,iinvestigate,,monitor, oversee, inspect . and review operations, activities, performance and�procGrement process including but not limited to project design, bid.specifications, (bid/proposal) `submittals, activities of the Consultant, its officers, agents and employees, lobbyists\City\saff and elected officials to ensure compliance with the contract documents and to detect fraud.and,corruptiion. Pursuant to Section 2-378 of the City Code, the City is allocatinO,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 General-sisempowered to retain the services of independent private sector auditors to audit, investigate, 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 official's 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 'flies, 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 • 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 appeals op,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\provisiohs in this section in all subcontracts and all other agreements executed by the Consulta�n`,t.ln/connection with the performance of this Agreement. }J 17.7 Nothing in this section shall impair any independent right'to,the City,,to conduct audits or investigative activities. The provisions of this ection'are neither intended nor shall they be construed to impose any liability on the City by'theConsialtnt or third parties. i ARTICLE 18. MISCELLANEOUS PROVISIONS \\: 18.1 VENUE AND WAIVER OF JURY\TRIA,:This Ag a ment shall be governed by, and construed in accordance with;,.the laws of The State of Florida, both substantive and remedial, without regard to principles of�conflietof laws.\\ The\exclasive 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;in\federal court. BY ENTERING INTO THIS AGREEMENT, CONSULTANT AND CITY EXPRESSLY WAIVEANY RIGHTS EITHER PARTY MAY HAVE TO A TRIAL BY JURY`OF'ANY CIVIL LITIGA ION RELATED TO, OR ARISING OUT OF, THIS AGREEMENT. 18.2 EQUAL OPPORTUNITY EMPLOYMENT GOALS: Consultant agrees that it will not discriminate against any\employee‘o applicant for employment for work under this Agreement because of race,color, national origin, religion,sex, gender identity, sexual orientation, disability, maritalor_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 PUBLIC,ENTITY 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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, commission, p `er�centa e g , gift, or consideration. yf\\' /� 18.5 LAWS AND REGULATIONS: �' // 18.5.1 The Consultant shall, during the Term of°`.this Agreement, be\governed by all Applicable Laws which may have a bearing-on the Services involved,irithe Project. 18.5.2 Project Documents. _ In accordanc.elwlth Sectin\ 119.071 (3) (b)(2), Florida Statutes, entitled "General exempt ons from�inspecting,or copy ng public records," < all building plans, blueprints, chematic drawings, a`nd.diagrams, including draft, preliminary,and final formats,are exemptfrom the provisions of Section 119.07(1), Florida Statutes (inspection and copyin,\g of public records), and s. 24(a), Article I of the State Constitution. \Information made exempt by this paragraph, with prior written approval from the O y\Manager, may,1be disclosed to another entity to perform its duties and responsibilities; to:/a licensed architect, engineer, or Consultant who si performing`vwork on or-related to the Project; or upon a showing of good cause before_cour 91 competent jurisdiction. The entities or persons receiving such information-shall'maintain the exempt status of the information. 18.5.2 1--,In addition t thye requirements in this subsection 18.5.2,the Consultant ` s--,.agreesto abide)by 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 se'mployee of Consultant and subconsultants that will be involved in the Project being required to sign an agreement stating that --� they7will not copy, duplicate, or distribute the documents unless • authorized by the City Manager, in writing. I:j „18.5.2,2i The Consultant and its subconsultants agree in writing that the Project ~ documents are to be kept and maintained in a secure location. ` S 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 subconsultant, the subconsultant must provide the Consultant'with an affidavit stating that the subconsultant does not*em,ploy;contract with, or subcontract with an unauthorized alien. Consultant shall maintain a copy of such affidavit for the duration of the Agreemennt 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 Cityrhas as go d',faith belief that Consultant has knowingly violated Section 448.99(1), Florida Statutes, the City shall terminate this Agreement with Consultanffor cause, and the City shall thereafter have or owe no'furth'ec obligation or liability to Consultant. 18.3.5.2.2 I'the.City has'a good faith belief that a subconsultant has knowingly violated the foregoing Subsection 18.5.3.1 but the Consultant otherwise Complied 'With such subsection, the City will promptly-notifyro the\Consultant;and order the Consultant to immediately terminate<the Agreement with the subconsultant. Consultants 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 � 1 8.5.3.2`1 ,or'18.5.3.2.2 is not in breach of contract and may not be /""\ \-consideredas such. 18:-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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 restrictions, transportation accidents, strikes, strong hurricanes or tornadoes, earthquakes, or other acts of God which prevent performance. Force Majeure shall not includelechnologfcaI impossibility, inclement weather, or failure to secure any of the required\permitsipursuant to the Agreement. ..� a 18.6.2 If the City or Consultant's performance of its contractual obligatipns_Is%prevented or delayed by an event believed by to be Force Majere, such party shall/immediately upon learning of the occurrence of the event or of the,commencement of ny such delay, but in no case within fifteen (15) busines ds ays thereof; providejnotice of (i) of the occurrence of event of Force Majeure, (ii),of the nature of th event and the cause thereof, (iii) of the anticipated impact on the Agreement, (iy)fof the anticipated period of the delay, and (v)of what course of action such partyplanst i take in ordgvto mitigate the detrimental effects of the event.The timely delivery �n of theotice of the occurrence of a Force Majeure event is a condition precedent to allovva I e of any relief pursuant to this section; however, • receipt of such notice shall not constitute acceptance that the event claimed to be a Force Majeure event is in fact Force MajeKe\, and the b6 rden of proof of the occurrence of a Force Majeure eventrshall'be on the requesting_party. 18.6.3 No party hereto shalll be-liable for its failure to carry out its obligations under the Agreement during a period when such-party is rendered unable, in whole or in part, by Force Majeure-tocarry out suclobligations. The suspension of any of the obligations under this Agre'ement°due to a Forc''Majeure event shall be of no greater scope and no longer duration is required.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 1,extent_its—inability t9 erform is the direct result of the Force Majeure event with all 'reasonable-dispatchY� 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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. %A 18.7 CORRECTIONS TO CONTRACT DOCUMENTS: If applicableo the;peformance 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, prpared'by its subconsultants. Compliance with this subsection shall not/be construed to relieve the'Consultant from any liability resulting from any such errors, omissions;and/or ambiguities'n'the Contract • Documents and other documents or Services related thereto:.,\ 18.8 ASSIGNMENT:The Consultant shall not assign transfer or`convey/this Agreement to any other person,firm, association.or corporation!in..whole or inpart,without.the prior written consent of the City Commission, which consent,rf'iven`at all, shall be at the'Commission's sole option and discretion. However, the Consultant\wil be pe mitted to cause portions of the Services to be performed by subconsultants, subject to tfie;prior written approval of the City Manager. 18.9 SUCCESSORS AND ASSIGNS: The Consultant and the City each binds himself/herself, his/her partners, successors, legal representativesNand assigns to the other party of the Agreement and to the partner0uccessors 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 59mposition of the Consultant. Failure to do so constitutes a breach ofthis Agreement byihe Consultant. 18.9 PROVISION OF;ITEMS NECESSARY TO COMPLETE SERVICES: In the performance of the�,Services prescribed herein, itshall be the responsibility of the Consultant to provide all salaries, wages, materials\equipment, subconsultants, and other purchased services, etc., as necessary to_complete saidrvices. 18.10 INTENT OF AGREEMENT: 18.10.1=The-intent 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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 hereof shall 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 formality and of equal dignity herewith. ,' ,f\ � d \ [REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLAN4\/7 N /5 O �, �\\_/) ( \ `\ \' \ \\4, \ \\,',,,,\\::::--, >7"-\ \),/ ```;._ \ r, ' ' ,` ,, ~�jai � l 34 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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:-,, '. a q \F �� 1�\ i RAFAEL E. GRANADO, CITY CLERK DAN GELBER, MAYOR\ ,\ 17 Date ` ° '\ }\ 4 -,: ,� / ,..„ ,,. Attest \ ':<"'�- , XXXXXX Signature/Secretary \\ '"')) `` _,_,- Signature/President ..-5 , \\ ; I Print Name,.__ -----7,., \'\-7 Print Name 1 ) Date .r1 35 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 SCHEDULE A CONSULTANT SERVICE ORDER Service Order No. for services described herein TO: [Consultant] /7\ PROJECT NAME: } DATE: ' \ \.. f Pursuant to the agreement between the City of Miami Beach and [Consul ant], for[Name of Project] RFQ-XXXXX, you are directed to provide the following services: \:..,: SCOPE OF SERVICES: ; i.,/--77M\ \ ,;) Per attached proposal dated .' o be,considered parrtt Hof this Agreement. \\' \ <1.2) .\\I, Estimated calendar days to complete t isiwork:\ ,„j Days Original Service Order Amount: \; "�;\ \ $ Total From Previous Additional Service Orders v ? Fee for this Service Order is LumpSu'm/Not1to Ex eed amount of: ' \ $ Total Agreement to.Date: $ Dept. Director ,, 7Dte/ ,,,N, r------\ \ -,,,/ 4,, \,,,,,,, ,\ _ Assistant Citt9Manager % Date Consultant Date \;---_..--/,9 City Manager ''\..4i( Date 36 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 SCHEDULE A-1 CONSULTANT COMPENSATION Schedule of Payments Planning Services * $XXXXXXXX Design Services* $XXXXXXXX /,f Bidding and Award Services ' $XXX=XXXXX Construction Administration "• \$XXXXXXXX\ Reimbursable Allowance*** $X X �XX/XX Note': These services will be paid lump sum lased-on percentage complete of each phase as identified in the individual tasks. p \ �'_..7 Note": Construction Administration will.be paid�on a monthly basis upon commencement of construction. \,;-; -\,,In the event that,through no fault of the Consultant, Construction Administration services are required to be extended;:which extension'shall besubject to prior City approval, and what shall be at the City's°`sole;d scretion,\the Consultant agrees to extend said services for$XXXXXX, per month, for the duration.required to complete the Project. Note"':The Reimbursable Allowanceelongs to the City and must be approved in writing, in advance, by the Project •b Administr .tor. Unused portions will not be paid to the Consultant. A '-',.:,` `-„_ ' N. :\, j (C \ �. . �• ' 37 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB SCHEDULE B CONSULTANT HOURLY RATE SCHEDULES ') A \\\\/ /-\\----., v.\\:,\\\ \\,, \ .\\ \\7, A\j\: \.\\ ,/ /::: :>,..„‘„ \ . N...." ----:-.,,, y , N ---<,.... ,:x ,..._.., () ,\ i\k li Y („:1/4 , s,„„ , \\----T-,—T--7-- )7— ,��._., )) „....„( 38 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 SCHEDULE C APPROVED SUBCONSULTANTS A ft .r r �y� N:\.\\:/''\H' '\\/. 17 '''N",, '''''''-':': 4 .:''''''\ �4 'y l (:( A -i) 39 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 MIAMIBEACH. APPENDIX C MIAMIBEACH RequirementsInsurance • 2022- 122-ND ENGINEERING SERVICES FOR WATER & WASTEWATER SYSTEMS PROJECTS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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 c/o 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB MIAMI BEACH APPENDIX D MIAMI B 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 II 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 additional sheet 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 blank and indicate the status in Brief Description of Project and (block 14a),and years of relevant experience with current firm, 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 contracted for the professional services,who is very familiar with academic for degree(s)received. Indicate the,area(s)of the project and the firm's(or firms')performance. specializationion 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 24. Brief Description of Project and Relevance to this possession of the United States,Puerto Rico,or the District of Contract. Indicate scope,size,cost, principal elements and Columbia according to FAR Part 36. 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 Internet 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 Ills 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 0 Environmental and Natural Resource Al 0 Asbestos Abatement Mapping All Auditoriums&Theaters Ell Environmental Planning Al2 Automation;Controls; Instrumentation E12 Environmental Remediation El3 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 C11 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 DO2 Dams(Earth;Rock);Dikes;Levees H07 Highways;Streets;Airfield Paving;Parking Lots D03 Desalinization(Process&Facilities) H08 Historical Preservation D04 Design-Build-Preparation of Requests for Proposals H09 Hospital&Medical Facilities D05 Digital Elevation and Terrain Model Development H10 Hotels;Motels DO6 Digital Orthophotography H11 Housing (Residential,Multi-Family; DO7 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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.) RO9 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 SO1 Safety Engineering;Accident Studies;OSHA M05 Military Design Standards Studies M06 Mining&Mineralogy SO2 Security Systems; Intruder&Smoke Detection M07 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) TO1 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) TO3 Traffic&Transportation Engineering P06 Planning(Site, Installation,and Project) T04 Topographic Surveying and Mapping 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAS 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 n STANDARD FORM 330 (REV. 7/2021) PAGE 8 OF INSTRUCTIONS DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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)cc 2 >zmi— 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a a0)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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 0 Check if project performed with current firm a. (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 El Check if project performed with current firm b. (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 0 Check if project performed with current firm c. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ElCheck 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 e. STANDARD FORM 330(REV. 7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAMS r20. 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(I/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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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) 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 Number Code b.Discipline (1)FIRM (2)BRANCH Code b.Experience (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 5. $1 million to less than$2 million 10. $50 million or greater c.Total Work 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 DIVISION OF CORPORATIONS DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 leillit .�s`l!ziUs�i of - ;, r .arg Cr)R.PC o�P\r Ili 0.,\.c ".lr an Vidal L'lftce Of F/ai'/dtl yu/iI Department of State / Division of Corporations / Search Records / Search by FEI/EIN Number / Detail by FEI/EIN Number Florida Profit Corporation 300 ENGINEERING GROUP, P.A. Filing Information Document Number P06000119745 • FEI/EIN Number 56-2612529 Date Filed 09/18/2006 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 04/05/2021 Event Effective Date NONE Principal Address 2222 Ponce de Leon Blvd Suite 300 Miami, FL 33134 Changed: 01/06/2021 Mailing Address 2222 Ponce de Leon Blvd Suite 300 Miami, FL 33134 Changed:01/06/2021 Registered Agent Name&Address Torrealba, Franklin A, PE 2222 Ponce de Leon Blvd Suite 300 Miami, FL 33134 Name Changed: 01/22/2018 Address Changed: 01/06/2021 Officer/Director Detail Name&Address I Title n DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 LLAMAS, MARINO N 2222 PONCE DE LEON BLVD,SUITE 300 MIAMI, FL 33134 Title CEO TORREALBA, FRANKLIN A 2222 PONCE DE..LEON BLVD,SUITE 300 MIAMI, FL 33134 Annual Reports Report Year Filed Date 2020 01/09/2020 2021 01/06/2021 2022 01/31/2022 Document Images 01/31/2022--ANNUAL REPORT View image in PDF format 04/05/2021—Amendment View image in PDF format 01/06/2021--ANNUAL REPORT View image in PDF format 01/09/2020--ANNUAL REPORT View image in PDF format 01/02/2019—ANNUAL REPORT View image in PDF format 01/22/2018--ANNUAL REPORT View image in PDF format 01/11/2017--ANNUAL REPORT View image in PDF format 02/01/2016--ANNUAL REPORT View image in PDF format 10/15/2015—Amendment View image in PDF format 02/21/2015--ANNUAL REPORT View image in PDF format 01/11/2014--ANNUAL REPORT View.image in PDF format 11/01/2013—Amendment View image in PDF format 03/08/2013--Amendment and Name Change View image in PDF format 01/26/2013--ANNUAL REPORT View image in PDF format 01/14/2012--ANNUAL REPORT View image in PDF format 01/20/2011--ANNUAL REPORT View image in PDF format 01/08/2010--ANNUAL REPORT View image in PDF format 07/22/2009--ADDRESS CHANGE View image in PDF format 02/02/2009—ANNUAL REPORT View image in PDF format 02/02/2008--ANNUAL REPORT View image in PDF format 01/19/2007--ANNUAL REPORT • View image in PDF format 09/18/2006—Domestic Profit View image in PDF format Florida Department of State,Division of Corporations BID SUBMITTAL QUESTIONNAIRE DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 CERTIFICATION FORM iD aev I['wpm 1 — 6d0 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:900 Engineering Group,PA. NO.OF YEARS IN BUSINESS:15 NO.OF YEARS IN BUSINESS LOCALLY:15 NO.OF EMPLOYEES:53 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS: BIDDER PRIMARY ADDRESS'(HEADQUA S):22fj' Ponce de Leon Blvd Bolt.300 CITY:Coral Gables STATE:FL ZIP CODE:33134 TELEPHONE NO.:305.7075529 TOLL FREE NO.: FAX NO.:3054I5-2373 BIDDER LOCAL ADDRESS:2222 Ponce de Leon Blvd CITY:Coral Gables STATE:FL ZIP CODE:33134 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT:FrenMln A Tondba ACCOUNT REP TELEPHONE NO.:305-7094529 ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL:fitamdban300arslnadnpsom FEDERAL TAX IDENTIFICATION NO.:55751252a 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 Franklin A.Torrealba,PE,ENV SP Representative: Director DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8__.11DUM 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 FAT Addendum 1 Addendum 6 Addendum 11 FAT Addendum 2 Addendum 7 Addendum 12 FAT Addendum 3 Addendum 8 . Addendum 13 Addendum 4 Addendum 9 _ Addendum 14 Addendum 5 Addendum 10 Addendum 15 3f additional confirmation of addendum is required,submit under separate cover. SECTION 3-C•,NFL.ICT 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: jps:l/su ppl ierportal.d n b.com/webapp/wcs/stores/servlet/S uppl ierPortal?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 itis and shall remain in full compliance with Resolution 2016-29375 https://www.miamibeachfi.gov/wp-content/uploads/2017/11/2016-29375-Resolution-Vendor-Moratorium-for-Services-Sources-from=North- Carol ina-M ississi ppi=1.pdf DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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:City of Coral Gables Contact Individual Name and Title:Jorge Acevedo,PE,LEED AP,ENV SP-Utilities Director Address:2800 S.W.72nd Avenue Miami,FL 33155 Telephone:305-460-5000 Contact's Email:Jacevedo2@coralgables.com Narrative on Scope of Services Provided: Civil & Environmental Engineering Services Contract. Completed over 150 projects including Sanitary Sewer Pump Stations, SSES and UI Reduction Program,Force Main Replacements,Compliance Reporting with MD-RER and SCADA Implementation for Sewer Pump Stations Reference No.2 Firm Name:Miami Dade Water&Sewer Department Contact Individual Name and Title:Rolando Roque,PE AA A Senior Program.Manager Address:3071 SW 38th Ave,Miami,FL 33146 Telephone:305-552-8520 Contact's Email: Rolando.roque@miamidade.gov Narrative on Scope of Services Provided: Program & Construction Management for over 113 sanitary sewer pump station improvement projects, as required by FDEP and USEPA. Program completed on time and under budget allowing connection to new businesses and residents to the sanitary sewer system. Reference No.3 Firm Name: Miami Dade Water&Sewer Department Contact Individual Name and Title:Nelson Perez-Jacome,PE AA A Assistant Director Address:3071 SW 38th Ave, Miami,FL 33146 Telephone:786-552-4400 Contact's Email:nelsonperez-jacome@miamidade.gov Narrative on Scope of Services Provided: Engineering Design Services for pipelines design contracts up to 54-Inch in diameter,including septic to sewer conversion projects,gravity sewers, water mains and force mains.Completed 3 microtunnel projects within the last 5 years.In addition,design over 25 sanitary sewer pump stations within the last 5 years. Ai DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Firm Name: Contact Individual Name and Title: Address: Telephone: Contact's Email: Narrative on Scope of Services Provided: SECTION 7-STANDARD TERMS AND CONDITI•NS The Standard Terms and Conditions are available at https://www.miamibeachfl.gov/city-halVprocurement/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 SECTION 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 in 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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 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 Franklin A.Torrealba,PE,ENV SP Representative: Director DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6&714A86DFAFA8 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 Franklin A.Torrealba,PE,ENV SP Representative: Director 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? p 'YES p NO SECTIO 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? p YES p 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 https://library.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 rafaelgranadohmiamibeachfl.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 p NO SECTION 15 o CODE OF BUSINESS 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_ hall/procurement/procurement-related-ordinance-and-procedures/ Bidder adopts the City of Miami Beach Code of Business Ethics? p YES O NO BiLDocuSign Envelope ID_14F5764B-C3B9-4EFF-BE6B-714A86DFAA8. _f request by the City? .-- Q YES p NO SECTION 16—DRUG FREE WORKPLACE CERTIFICATION The Drug Free Workplace Certification is available at: https://www.miamibeachfl.gov/wp-content/u ploads/2019/04/DRUG-FREE-WORKPLACE-CERTI FICATION.pdf 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: https://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: https://library.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: •ps://www.flse nate.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. SECTION 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 S2-374PRPRPRVECOGOCOSE 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? p YES Q NO Is the bidder a service-disabled veteran business enterprise certified by the United States Federal Government? p YES 01 NO DocuSign Envelope.ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 . _. ______ ;„,,,...,4,„..,:4r,z,w47,1.7;7t N11 A/\/11 B EAC H `4 � • r +h d` r s J kf hn'.1 M•� r _ x -. fi s ,mob _ 4 L ,�- :,.,� a^a., . y. a 4 ,d-ta r I. :' q,t�, };� ya"T m, ak ' ¢'` r as tip' yh '., — :,,, .14,:---,* ,46, ,, : - .,.--1 . . . .,,,. - ' . - . >= • ENGINE Response to The City of MIAMI BEACH Request for Qualifications (RFQ) Project No. 2022-122-ND Engineering Services for Water& Wastewater Systems Projects 03.25.22 ELECTRONIC SUBMISSION DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1 i y*^tee S^ - � _ _ - - - - _ - _'�'�^ -.,ter Y _. - - — _ - .. ... - �- ,� • 1 _-_ •,� _ "'am llialell_ NNW mow-..._r _ ^ram; w :w- _ - - ~"' ' - fei = r r — • .. E N6INEERING•GROUP, P A- - �" _ - ��/ ® ACV 'fie".. ten". �, .- _ - 1 �'r d["'w_.. '�nR+'lIP s:•.2' 't,'�.• i\/'1LLr�� II�G /"�V �-- '.u:r^ - .' ...r �I/ N 4--- -.-- WITH ax. _ - I'w s _ PROVEN D ti :.. • .. • ` -, RESULTS r L.. 9�= « " " TRUSTED y a ,M `='y, ` r . PROVIDER + - x Al . ^T= � F ., _ E` ,r. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 CONTENTS ___ _______ . „--_-_- . . _ .. _ .. ; i . . , . J APPENDICES . .. EXPERIENCE+ QUALIFICATIONS OF FIRM +TEAM . 4.1 - EXPANDED / COMPLETED _ . PROJECT PROFILES STANDARD 330 FORM - 4.2 - ORGANIZATIONAL CHART TABLE OF CONTENTS APPROACH + 4.3 - EXPANDED + COVER LETTER -- METHODOLOGY KEY PERSONNEL RESUMES DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 i • , } y a - � }M. f s r. .s3 a$ '"_"__y 1 ;ye • kr { 9 0 eEr+.Q+lyFaic RAGS 1 ' Z NOT 11.= Dargoal Starr*IA __- - PI. !�; • : .. �- _ ----_-- :2 MIAMI BEACH '� = - - 1 s rd�a nv== ..,�u.L , A - ..:0" 3 -- _ - - ^1 , 4, a!1 ;d. .sty. ~ _ ^ • -'� y.• DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 TA B TABLE OF CONTENTS + COVER LETTER I1 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1 COVER LETTER I Ms. Natalia Delgado March 25, 2022 City of Miami Beach — Procurement Department 1755 Meridian Avenue, 3rd Floor Miami Beach, FL 33139 Subject: RFQ 2022-122-ND — Engineering Services for Water&Wastewater Systems Projects Dear Ms. Delgado and Members of the Selection Committee: 300 Engineering Group, P.A. (300 Engineering) is pleased to submit our Statement of Qualifications for your consideration as your 1) Prime Consultant(s), as well as the 2) Pool of Pre-qualified Consultants. 300 Engineering has the necessary City of Miami Beach (City)'s current subject matter expertise and available local personnel to assist the City with its long-term capital improvement goals for water and wastewater infrastructure. In addition, 300 Engineering has qualified professionals who can guide the City through the decision-making process of making its water and wastewater systems resilient, environmentally responsible, reliable, and future proof. Our team shares the City's vision rooted in urban resilience concepts,with five distinctfronts:A Prosperous City,a Safe City,a Resilient Coastal City,a People-first City,and a Smart City.Our team provides innovative and sustainability-oriented solutions in the fields of Resilience, Sea-level Rise Mitigation and Climate Change Adaptation for water and wastewater infrastructure. As your current water & wastewater engineering consultant and trusted service provider,300 Engineering has been first witness of these challenges and how they affect the City's critical assets, as well as their operations & maintenance. Moreover, 300 Engineering is currently providing similar Water & Wastewater Engineering Services to multiple utilities in Miami Dade County including, Miami Dade Water & Sewer Department (WASD), City of Coral Gables, Town of Medley, Town of Surfside, City of Opa-Locka, City of North Miami, City of North Miami Beach and North Bay Village.Throughout this proposal,we have outlined the reasons why we are the right team for your project. We assembled a Team of local experts with over 40 years of continuous experience in the areas of planning, hydraulic modeling, detailed design, permitting, procurement, construction management, inspections, public outreach, and operations & maintenance (O&M) services for water & wastewater systems.Our qualifications meet and exceed the requirements of each of the eight(8)service categories outlined in this RFQ. Below are some of the key advantages and added value that our Team brings to the City: • We have been successfully working with the City on Water &Wastewater projects for the last three years.We understand the operation of your water and wastewater system; hence our designs will always have a holistic approach with the end user in mind • Water&Wastewater Engineering is our forte.The scope of work of this RFQ is exactly our specialty. We are a local powerhouse of Water & Wastewater Professionals, with a portfolio of thousands of miles of pipelines and several hundreds of pump stations planed, modeled, designed, permitted, inspected and constructed • Proven & experienced project leadership, Franklin A Torrealba, PE, ENV SP has over 35 years of hands-on engineering/management experience in executing local infrastructure projects for municipal clients. He has managed the execution of over 185 miles of pipelines and over 500 pump stations DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1 COVER LETTER for water and wastewater applications and has never missed a Regulatory Deadline. Mr.Torrealba's recognized leadership is the perfect match to our proposed Project Manager's commitment and dedication to assist the City. Ms.Ana Dvorak,ENV SP is a true partner to the City.She is recognized for her hands-on Project Management style, establishing trusting relationships with her clients and being personally involved in all aspects of the projects.She is the current Project Manager for multiple 300 Engineering's Water&Wastewater Projects with the City • Depth of available resources with over 60 local professionals available to support the City.We have assembled multiple interdisciplinary Teams to work simultaneously on any project. The proposed staff in this proposal is the staff who will be executing your projects.There is no bait and switch with us • Track record of delivering projects on time and under budgetthrough value engineering,planning,and early coordination with all stakeholders. In one of our local Programs,the Pump Station Improvement Program for WASD, the County saved $37M out of a budget of $215M through the application of value engineering and effective coordination with WASD's O&M staff and project stakeholders • We bring Licensed System Operators in the areas of water and wastewater infrastructure which are ready to support the Project Design Teams on delivering practical cost-effective projects which can be safely built and efficiently operated & maintained.We provide designs with the end user in mind • The City is at the forefront of climate change and sea level rise adaptation strategies and our professionals are ready to identify threats and adaptation options to help reduce risks and build more climate-ready infrastructure.As an Envision Certified (ENV SP) Firm, 300 Engineering will assure you water and wastewater infrastructure is designed for generations to come • We understand to importance of being responsive and conscious of project schedules. We have effectively worked with the City, and all of our clients, to implement project schedules that meet Client's needs, priorities and objectives 300 Engineering's team is proven, cohesive, responsive, efficient and counts with well-established professional relationships with the City and our many other local municipal clients. Moreover, 300 Engineering and its subconsultants are currently, working together in local water and wastewater infrastructure projects. This team was assembled to partner with the City on the implementation and optimization of the CIP to make your infrastructure more reliable and future proof. This team has taken more local projects from inception (master planning) to completion (construction and commission) than any other. As our qualifications demonstrate, this team has the technical expertise,_experience, and system knowhow to execute great projects to last for generations to come.We invite you to review the attached proposal and contact our references to attest to our professional experience (Refer to Sections 2 and 4). We are the right team for your project. - PROPOSER'S CONTACTS - Sincerely, Franklin A Torrealba, PE, ENV SP Ana C Dvorak, ENV SP 300 Engineering Group, P.A. 300 Engineering Group, P.A. Project Director Project Manager fatorrealba@300engineering.com acdvorak@300engineering.com 7 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 —_ . .11 h-� f' • 41 i i j r. .Y ( 1 r WIC,; . _ 1''.1''1 i ....• I' U I r'illi I,,i:o.... -1-----.-771, . ,., ID' Y'- , . , Li,...:,...,.,.......„...„.., ,-...•*,30.It i 1 4 I it �.1,1 t I �a J fil yY I LJ _ � . B AC H71AMT I_ - _ .t �, k\ , , _ =. 1..:.' '' "" 3a. t�"tasG� s ;.; '�1r`'• ,, r.,p� .•t �. .� �c ..,w ..w` 1 - -'c�? r-:.- `'ti ' te . ==. -✓ x `4`'y _.'.‘,- F Z ._ - DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB TAB ` L) EXPERIENCE + QUALIFICATIONS OF FIRM + TEAM COMPLETED STANDARD 330 FORM DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 r) EXPERIENCE + QUALIFICATIONS TEAM INTRODUCTIONS 300 ENGINEERING GROUP, P.A. Established in 2006, 300 Engineering Group P.A. (300 Engineering) is the strongest local water infrastructure firm in South Florida, recognized for its ENGINEER responsiveness, unsurpassed quality, client service, and for always striving to provide value to its clients. 300 Engineering was built on the principle *ifiy of delivering the highest quality of work, on time, under budget and cost- effectively. Our staff provides a wide range of professional engineering services, including architectural,civil,structural,environmental,mechanical, electrical, plumbing, instrumentation and controls design services as well as business solutions for its diverse clients. To better serve the City, 300 Engineering has merged technical industry leadership, visionary thinking, and more than 500 years of combined experience in water and wastewater infrastructure projects. 300 Engineering staff has a wealth of local project-specific experience that meets and exceeds this RFQ's requirements and qualifications. Through this project experience, 300 Engineering has demonstrated its capabilities to successfully providing sound engineering solutions to each of the project aspects (from detailed assessments of existing facilities to project close out), with deliverables that are thoroughly reviewed from a constructability and operability perspective. In addition to our wealth of local resources,300 Engineering has partnered with specialty subconsultants to provide the City with a truly single source solution that encompasses all services that might be required for any water&wastewater infrastructure project on your Capital Improvement Plan (CIP) and beyond. 0 ❑ BCC ENGINEERING (BCC) BCC is a local award-winning firm that has delivered over $4 billion in hundreds of projects to date. With extensive experience in water and • wastewater infrastructure projects in South Florida, BCC will support the -ngineerin• 300 Engineering team in hydraulic modeling tasks, seawalls, and structural design. ❑ ❑ 3BERMELLO, AJAMIL & PARTNERS (BA) BA is a local powerhouse and interdisciplinary A/E firm, specialized in the areas of architecture, landscape architecture and public involvement. With multiple projects completed within the City, BA's multi-disciplinary background and professional experience with infrastructure projects, gives them the framework to provide public outreach to meet the goals,objectives and operational needs of the City. ❑ ❑ DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (I) EXPERIENCE + QUALIFICATIONS ! BELLO & BELLO LAND SURVEYING (B&B) B&B is a Minority Hispanic/Women owned SBE/WBE firm that embraces the 1 highest standards for quality and professionalism in the surveying field and B�B applies the most innovative & cost-effective technology to their projects. I B&B's portfolio includes over 22,000 survey projects of different size and ycomplexity in South Florida, over 700 projects in the City, over 500,000 LF of Route Topographic Survey for water/wastewater projects, and over 550,000 LF of Utility As-Builts. 0 0 r=z3 ii UN SA UniversalNIVERSAL is a GeotechnicalENGINEERIGSCIENCES Engineering(UNIVERS, ConstrucL)tion Materials Testing & Inspection, Building Code Compliance, and Environmental Engineering firm. Universal is experienced & proven, and is considered a pioneer of *APthe industry, standing at the forefront of emerging technology and best practices. Universal has completed multiple projects within the City, providing services as: Geotechnical field exploration, sampling, laboratory testing, special inspections and subsurface exploration. ❑ 0 CROM CORPORTATION (CROM) Crom is a specialty contractor focused on safely building and restoring RO essential infrastructure in the water and wastewater sector. CROM's 0 experience covers the design and construction of nearly 4,400 prestressed concrete tanks with 7.5 billion gallons of liquid contained. CROM will be supporting the 300 Engineering team in all project needs related to aboveground water storage tanks. ❑ ❑ A.M.I. ENGINEERING (AMI) AMI is a site civil engineering consultant, specialized in the areas of site iI' civil engineering planning & design, highway engineering, transportation planning & engineering, and municipal roadway engineering. AMI will be NGINEERIN supporting the 300 Engineering team providing technical expertise related to transportation, traffic and roadway engineering required for water and wastewater infrastructure projects. 0 0 9wERS CD ��0 s' +P,00 INDUSTRIAL DIVERS CORPORATION (IDC) a ',, IDC is as commercial diving business that provides worldwide diving z w•'�o services in inland, coastal, and offshore waters. IDC provides benthic x) surveys for projects including seagrass location and protection, horizontal directional drilling, dredging, and beach renourishment. IDC has provided these services in multiple Miami Beach projects, including subaqueous �.. installation of water and wastewater pipelines. ❑ 0 This team has work seamlessly in multiple local projects before,including projects for the City.In addition, our successful current project experience with the City guarantees no learning curve and smooth project execution. Moreover, we have demonstrated our capabilities of simultaneously executing multiple projects of diverse nature, while keeping our recognized level of quality and exceptional client services. 1 1 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAS 0 OVERVIEW- TEAM EXPERIENCE OUR QUALIFICATIONS AT A GLANCE As per the requirements of the RFQ,we have included a complete SF 330 to present our qualifications, including our specific project experience, key staff and supplemental services. The selection of representative local projects and key staff that we have put together for this pursuit meet and exceed the requirements for each of the eight service categories included in the RFQ. For your convenience, we have provided a summary our key staff and selected project experience identified by each of the required categories A-H outlined in the RFQ. In addition, we invite you to review expanded project descriptions and resumes found in Tab 4 - Appendices: 4.1 Resumes of Key Personnel and 4.3 Project Profiles. 10,4. 4`re trcZ;:. t:ii#T- nk C,4 ri, cA A ,may A B C D E F/G H KEY PERSONNEL/ ROLE FIRM PUMP I I& FORCE MAINS GRAVITY TRENCHLESS HYDRAULIC PUBLIC STATIONS SSES &WATER SEWER TECHNOLOGY MODELING OUTREACH MAINS Franklin A Torrealba,PE,ENV SP/ 300 Engineering 0 5 • • • Director Ana Dvorak,ENV SP/Project 300 Engineering IN) 0 0 5 5 5 5 Manager Fernando Miralles-Wilhelm,PhD, 300 Engineering PE,BCEE,.DWRE,FASCE/Advisor/ Hydraulic Modeling Lead Reinaldo Rivera-Reyes,PE/ 300 Engineering Pump Stations ' Chen Li,PE,LEED AP/ 300 Engineering 41, Pump Stations Paola Davalos,PE,ENV SP/ 300 Engineering 5 5 5 5 I/I&SSES Rey Urquiola,CUC/ 300 Engineering I/I&SSES Rafael Ballesteros,PE/ 300 Engineering • • it • Force Mains&Water Mains Lead Daniel Mathews,ENV SP/ 300 Engineering illk Sp • • Force Mains&Water Mains Nicholas Fernandez,PE/ 300 Engineering Ilk . • Gravity Sewer Lead Rod Lovett/ 300 Engineering41) 5 Gravity Sewer Gil Garcia,CGC/ 300 Engineering 5 4i • it Trenchless Technology Lead Steve Caneen/ 300 Engineering • Trenchless Technology Victor Herrera,PE/ BCC Hydraulic Modeling Engineering Tere Garcia/ Bermello Ajamil41, Public Outreach &Partners DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAS ris) OVERVIEW- PROJECT EXPERIENCE PROJECT NAME FIRM OWNER Water Booster Pump Station W-2 Rehabilitation and Hardening 300 Engineering City of Miami Beach Pump Station 1 Rehabilitation and Hardening 300 Engineering City of Miami Beach A $215M Pump Station Improvement Program(PSIP)—Program,Design&Construction 300 Engineering Miami-Dade County Water& Sewer Department L Management and Support Service $1.9B USPEA Consent Decree Miami-Dade County—Program,Design&Construction 300 Engineering Miami-Dade County Water& PUMP '17,8,Tf tcr. Management and Support Services Sewer Department Westwood Lakes Facility,PS 536 and PS 1310 Hardening 300 Engineering Miami-Dade County Water& Sewer Department Sanitary Sewer Evaluation Survey(SSES)and Infiltration&Inflow(I/I)Repair Inspection Services 300 Engineering Miami-Dade County Water& .^ for the PSIP Sewer Department B SanitarySewer Evaluation.Survey(SSES)SanitarySewer Evaluation Survey(SSES) Night Flow 300 Engineering Cityof Coral Gables C il.. Y — 9 9 9 � ` Study and Basin Prioritization Sanitary Sewer Evaluation.System Survey 3rd Cycle Report(SSES)&Smoke Testing of Sanitary 300 Engineering Town of Surfside I/I&.SSES Sewer System ,': Sanitary Sewer Evaluation Survey(SSES)—Ill Plan of Compliance 300 Engineering North Bay Village Bayshore Park Water Main and Force Main Replacement 300 Engineering City of Miami Beach Installation of a 36-inch Water Main along NW 106th St from NW 107th Ave to the intersection of 300 Engineering Miami-Dade County Water& C �, _i NW 87th Ave&NW South River Dr Sewer Miami-Dade DepartmentCounty Water& J:¶J (wel" Design Build for the Installation of a 36-inch Force Main with 54-inch Micro tunnel along NW 107 300 Engineering Ave from 7th St to 25th St Sewer Department FORCEM egat BODR for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal 300 Engineering Miami-Dade County Water& WATEROAD.0 Sewer Department jr ' Water Main Replacements and Meter Conversions Design-Build Criteria Package 300 Engineering Miami-Dade County Water& - Sewer Department New Gravity system within Basin 1264 300 Engineering Miami-Dade County Water& 7:,;1") Sewer Department D C rAy, PS 0062 Replacement,Gravity Main Extension and Force Main Installation300 Engineering Miami-Dade County Water& Sewer Department • Engineering and Geological Services for Water,Wastewater,and Reclaimed Water Planning 300 Engineering Miami-Dade County Water& GRAVITY'S P. , Sewer Department Pipeline Subaqueous Canal Crossing Replacement across Flamingo Waterway 300 Engineering City of Miami Beach El: Water Main and Force Main Replacement on Sunset Islands 300 Engineering City of Miami Beach Government Cut Tunnel Design-Build Criteria Package • 300 Engineering' Miami-Dade County Water& Sewer Department .TREN o itY r> 24-inch Ductile Iron(DI)Force Main in the Town.of Miami Lakes 300 Engineering Miami-Dade County Water& TECHNOLO :' Sewer Department �! ti` Bonaventure Fire Flow Modeling Study BCC Engineering City of Sunrise F . Golf Village Infrastructure Improvement BCC Engineering City of Sunrise ' Hydraulic Modeling Management for the$215M Pump Station Improvement Program(PSIP) 300 Engineering Miami-Dade.County Water& G Sewer Department HY� �pL", MODEI)IN Wastewater Transmission System Hydraulic Computer Model—Wastewater Gravity Sewer 300 Engineering' Miami-Dade County Water& '4 Modeling Sewer Department Miami-Dade Expressway Authority(MDX)SR 874 Ramp Connector to 128 St. Bermello Ajamil Miami-Dade Expressway Authority H Alli Miami Arch Creek Drainage Basin Public Outreach Methodology Bermello Ajamil Miami-Dade Department i of RER PUBLI $215M Pump Station Improvement Program(PSIP)—Program,Design&Construction Manage- Bermello Ajamil Miami-Dade County Water& OUTRE;4C= ment and Support Service Sewer Department 13 'Personal work experience of Franklin A Torrealba,PE,ENV SP DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 ;'fit. fi- . w,.�....,—.."-- , _".q.... -" ... _ - r r. ENGINEERING GROUP. P.A.'- ,.- x. • WITH .ems' ,•. "PROVEN y `" RESULTS ' . ,.. TRUSTED A. lk - 4 e a. PROVIDER '""� r • .. - e � ' -- �, ill r s- ,y. ,� gyp' .. - . K.. ice.. • DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB STANDARD FORM 330 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(Miami Beach,FL) 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER 01/28/2022 2022-122-ND B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Franklin A.Torrealba, PE, ENV SP I Director 5. NAME OF FIRM 300 Engineering Group, P.A. 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS 305-763-9829 305-675-2373 fatorrealba@300engineering.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) �Z0 >zol- 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT it ��mQ a ac_ I 300 Engineering Group,P.A. 2222 Ponce de Leon Blvd,Suite 300 Prime Coral Gables, Florida,33134 a. ❑CHECK IF BRANCH OFFICE BCC Engineering,LLC 6401 SW 87th Avenue,Suite 200 Subconsultant(Hydraulic b Miami, FL 33173 Modeling support,structural design,sea walls) ❑CHECK IF BRANCH OFFICE Bermello Ajamil&Partners 2601 S Bayshore Drive,Suite 1000 Subconsultant(Public c Miami, FL 33133 Outreach, Landscape Architecture,Architecture) ❑CHECK IF BRANCH OFFICE Universal Engineering Sciences 4205 Vineland Road,Suite L1 Subconsultant(Geotechnical& d. Orlando, FL 32811 Environmental Engineering) ❑CHECK IF BRANCH OFFICE Bello&Bello Surveying Corp. 12230 SW 131 Avenue,Suite 201 Subconsultant(Surveying and e. Miami, FL 33186 Mapping Services) ❑CHECK IF BRANCH OFFICE f. ❑CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM Q (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330(REV.7/2021) 15 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 1 , . , . . , MIAMIBEACH : ' DEPARTMENT OF PUBLIC WORKS 1 - PROJECT DIRECTOR Franklin A Torrealba, PE, ENV SP (1) x ,.. 4 R; s•,7 ma'.s.r. 5 i y,;.�Y 'Po' 'tn5.it TN. x? ¢y" C _! ��[aS '�E'' : f:7�amS�1�: ,�lu1,Y.. ti Jy H Ik`I'hii,:i:,,p..4,4•-,,...V7,1:-0 dh , ,f, .. r'1f"11 'L•Y�y.p jalJ W�.i�' °., T .l-LFI S1` } ' w: n j�, `ti ;*;� ,� • : = ��,� .�'7 ,f ', .�.�.qp� ,k ��'y}Y ' PROJECT MANAGER �, , •4I `�`- '. c--- r `f Ana C Dvorak, MSc, ENV SP (1) . . ' it,: �IV 't - r. 141 ,II '4. i1 �` Y? J'Y #- Y � j •) 1. ,, �, j .. 1 S . t' . -.. D ' vr. ,;';'!•44," ." WI ." r itztp. 2,, _._...,, Cw.''a, _y• mme i I`. Cary s ' i'ç ;- „at ,, I / ' «•i1 1 •• .a, II -. '' V..' 102-*iv;f KI PUMP STATIONS it &SSES I FORCE MAIN& GRAVITY SEWER „0 y z WATER MAIN t . 1 „ , it I` IT 1 Reinaldo Rivera-Reyes, ' F Paola Davalos, PE, I ,Rafael Ballesteros, PE (1) • '' Nicholas J Fenandez, PE I PE (1) ENVSP (1) I (1) . Daniel Mathews, • Chen Li, PE, LEED AP (1) •• • Rey Urquiola, CUC (1) I ENV SP (1) Rod Lovett (1) il t�'"I II ey ! ii� - /µ. I, r ,, j , • 4sus l '1/4 SUPPLEMENTAL SERVICES . __��� -.` 1 Structural Engineering: GIS: Procurement Support: Steven M. Goldstein, PE, Jasmine Perez, El ENV SP(1) Arthur Tillberg (1) - ."3 SECB, SI (2) iiit ) Landscape: Architecture: i Sea Walls: Kirk Olney, RLA (3) Saul Suarez, RA(3) Christian Aquino, PE (2) MEP: Geotechnical & Environmental Engineering: r 1:II, Stormwater: Chen Li, PE, LEED AP (1) Estela G. de Leon Aguilar, MS, PE (5) d Jorge Szauer, PE (1) cam . T 5: ,k -,- Im . 7-i . 7PF -,r-11 7 -�, *-1k.1'Ca-�"""":,1,. 7 1'r I .-lit.-; ' ir , kA 'rr �i ,/" + 1.•' r I(' ��QyI'1":elik ti ,\ "`�At t r�,•41 F}f.."` ► rM•' y •Itr ,."Fel ' -1 41, IL' t . f . 4 ' .:11 -4 . .t 421 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 r4) ORGANIZATIONAL CHART I• I Cr,"2-- `q_,.i'o-ice J J 1'r S y x a. g . 1 '" 1,? TECHNICAL ADVISOR `'' ,. .- . , , Fernando Miralles-Wilhelm, * 1 �, ',* ...,„:"1 * , 26 -%' h`'' A.ts PhD, PE, BCEE, DWRE, FASCE (1) s 'a,? *M.;° '0 '"` -" ' AM ; .�,,I`, A 4 •y r` ,�.. ._ , ;il .0' . ;Y Ofr rr 1" y `, ' "� iiii ',,t,-, ' - I- ,An 1,, ,,,f 1-, ....:„.' . II., 17-.7.:: 6,. „ .o...,,. ,„- 0.. :::_, 0 ,i w -- - - H."- , /,‘"-- 41 g J j I x' y :Ilkil..,11A ., TRENCHLESS WATER&WASTEWATER PUBLIC OUTREACH ,',` {4--b ,, • TECHNOLOGY HYDRAULIC MODELING 1 1 ..4-F' ;,~`^m''c-',, "-'� r•. M• ! _ .. 4 Gil Garcia, CGC, CCM, I " Fernando Miralles- Tere Garcia (3) - - '• DBIA (1) ! ' Wilhelm, PhD, PE, BCEE, j DWRE, FASCE(1) ; i '' : I Steve Caneen (1) ! _ , - Victor Herrera, PE (2) . • !• 'n, ,!9 S' ,.�•. , � .� � 4 l F�I RM,ICEI( ,' '', ik •,I Topographic and Project Controls: t 1) 300 Engineering Survey 1 Bathymetric Survey: Ramon Betancourt (1) BCC Engineering •�,'�' '�'a 2) g g 1Y° ;\ 1,i Odalys Bello, PSM, CFM (6) 3) Bermello Ajamil & Partners . CEI: P. 4) AMI Engineering, LLC. 1—'t, K Storage Tanks: Mario Vargas, PE (1) 5) Universal Engineering Sciences IL i Alexander Ciasca, PE(7) Andres McEwen, El, CGC (1) 6) Bello & Bello Surveying Corp. +7'� Transportation &Traffic: Benthic Survey: r 7) CROM Corp. # Francisco Alonso, PE (4) Alex Delgado (8) ri 8) Industrial Divers Corp. �- - i-- '. Rr+-. - r„q. -ir '--le -r ,c 1 _P f-.=T F'- I 72•y-1-----, _ i DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 111) STANDARD FORM 330 - E: RESUMES EXPERTISE IN CATEGORIES: •• 0© 6 E ©L) • E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT ' *` A. •" (Complete one Section"Efor eppt key person+) +„t ,;, k* K 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Franklin A Torrealba,PE,ENV SP Project Director a.TOTAL b.WITH CURRENT FIRM 35 10 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MBA,Loyola University,New Orleans Professional Engineer(PE),Florida BS Civil Engineering,University of New Orleans NASSCO,PACP,LACP,MACP PMSJ AIA CES Envision Sustainability Professional(ENV SP) Stormwater,Erosion and Sedimentation Control Certified Inspector 18. OTHER PROFESSIONAL_QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Over 35 years of expenence in program,project and-construction management.Managed over 500 projects from conception to completion. Spearheaded the design of 185 miles of water and wastewater pipelines ranging from 8 to 144-inch in diameter,and the construction of 45 miles of pipelines ranging 8 to 36-inch in diameter.Managed the design and construction of over 150,000 LF of water and sewer mains,500 pump stations,managed 1700 deliverables,and satisfied all USEPA consent deadlines.Proven track record of successful project delivery. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED W-2 Water Booster Pump Station Rehabilitation-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Project Director-Miami Beach,FL On.going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a.Project Director for the engineering,design,permitting,bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project.The project includes:replacement and relocation of process piping and isolation valves(ranging from 12-inch to 24-inch in diameter),installation of new intake/discharge 24-inch water main,installation of new 3 ton crane and trolley system, structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility,flood and impact protection,upgrades to the ventilation and air conditioning system and replacement of on-site generator). (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway-Project PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Director-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b•Project Director for the engineering,design,permitting,bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway.300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes.It was determined that a Horizontal Directional Drill(HDD)was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, gvstem reliability has been increased by the installation of a new force main interconnection. 1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $215MM Pump Station Improvement Program(PSIP)Miami-Dade County-Program, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Design&Construction Management and Support Services-Program Manager- 2021 - 2021 Miami-Dade County,FL (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c.Program Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS) including 153 pump station and force main projects.The program aims to bring into compliance 118 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion in addition to 35 force mains upgrades.The program had four phases: 1) Planning and Engineering including the basis of design report development for pump station and force main projects;2) Design Management of 8 Consultants;3) Construction Management of multiple pump station and force main contractors;and 4)Infiltration and Inflow Management Program.Never missed a Req.deadline. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Government Cut Tunnel Design-Build Criteria Package-Project Manager-Miami- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Dade County,FL 2013 2015 d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ElCheck if project performed with current firm Project Manager for the development of the Design-Build Criteria package for the subaqueous installation of a 54-inch Pre-stressed Cylindrical Concrete Pipe (PCCP) Force Main (FM) from Miami Beach to Virginia Key and a 20-inch Water main between Port Island and Fisher Island.The project allowed to increase water and sewer capacity to the City of Miami Beach and other neighboring communities. (1)TITLE AND LOCATION(City and State). (2)YEAR COMPLETED Wastewater Transmission System Hydraulic Computer Model-Wastewater Gravity PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Sewer Modeling-Project Manager-Miami-Dade County,FL 2013 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm e. Project Manager for the incorporation of the County's gravity system into the InfoWorks hydraulic model and the implementation of simplified methodologies to expedite the model development and calibration,reduce model run times,and minimize the associated level of effort.The gravity sewer model consisted of 1018 basins that were not properly incorporated into the InfoWorks model that was focused on the transmission portion of the system which was developed and calibrated using SCADA data and real-time pump on/off set points. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9 4EFF-BE6B-714A86DFAFAB fal") EXPERTISE IN CATEGORIES: STANDARD FORM 330 - E: RESUMES • 00 6 0 F{ O® E. RESUMES OF KEY PERSONNELPROPOSEU FOR TH15 CONTRACT (Complete one'SectionEforreach keyiperson) ter. 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Fernando Miralles Wilhelm,PhD,PE,BCEE, Technical Director&Resiliency/Water& a.TOTAL b.WITH CURRENT FIRM D.WRE,PMP,F.ASCE • Wastewater Hydraulic Modeling Lead 30 10 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS,Mechanical Engineering,Universidad Simon Bolivar,Caracas, Professional Engineer(PE),Florida Venezuela Board Certified Environmental Engineer(BCEE) MS,University of California,Irvine CA Diplomate,Water Resources Engineer(D.WRE) Ph.D.Water Resources Massachusetts Institute of Technology(MIT), Project Management Professional(PMP) Cambridge MA Fellow of the American Society of Civil Engineers(ASCE) 18,OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Trpining,Awards,etc.) Civil and environmental engineer with over 30 years of expenence as a consultant, researcher and academic in the field of water & wastewater systems planning and infrastructure design. Specialized experience in modeling of water systems, including water supply and wastewater systems,climate change and sea level rise impacts on infrastructure,stormwater management and water quality control.Principal Investigator in,over$300M in projects funded by US and international agencies 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Resilient Urban Water Supply and Climate Change Adaptation-Project Manager- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Montevideo,Uruguay 2014 . (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Check if project performed with current firm a.Project Manager for the project funded by the Inter-American Development Bank (IADB) focused on an analysis of climate change adaptation for the water supply and distribution system in the Pantanoso section of Montevideo.The objectives of the study were to define,in terms of measurable quantitative variables,the vulnerability of the population served and the infrastructure assets to climate change in the sub-urban section, contribute to strengthen the capacity of the Intendencia de Montevideo to adaptively respond to climate chanae (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Reliability Study of Water Supply-Project Manager-Brea,CA PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2012 b.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm As Project Manager and Team Lead, Dr. Miralles conducted an assessment of the state of water sources and distribution system. The • project provided an assessment of operations of eight pumping stations and two water treatment plants in the City. The system was modeled using Innovyze InfoWorks. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED Model Development,Calibration and Validation for Water Distribution System-Project PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Manager-Boston,MA 2007 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm °aroject Manager for the analysis of possible impacts from sea level rise in the City of Boston,with particular focus on issues and areas of concern in its water distribution system.The water system was modelled using SWMM as a modeling tool.Work entailed development, calibration and validation of the model using a combination of old (> 100 years) data and SCADA.Specific issues that were evaluated .wing the developed model were impacts of potential sea driven coastal flooding on flow rates,depths and durations,alternatives and osts for adaptation measures. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Assessment of Water and Wastewater System Improvements-Project Manager-Long PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Beach,CA 2009 d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Ei Check if project performed with current firm As a Project Manager, Dr.Miralles led the development of a model of the water and wastewater system using EPANET.The model was developed,calibrated and validate using SCADA,and used to assess a variety of system improvements and expansions,transferred to city staff with capacity building through training. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED • Sanitary Sewer Evaluation and Rehabilitation-Project Manager-Fajardo,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2002 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE �Check if project performed with current firm e. Project Manager for the evaluation and rehabilitation works of the sanitary sewer system of the municipality of Fajardo in Puerto Rico, working for the Agenda para el Financiamiento de lnfraestructura (AFI).In this capacity,Dr.Miralles was responsible for the supervision of design and improvements to the existing rainfall-dependent infiltration and inflow(RDI/I)to the sanitary sewer systems,including upgrades to the Luquillo wastewater treatment plant system.This project used a combination of SWMM and H2ONET as modeling tools. STANDARD FORM 330(REV.7/2021)PAGE 2 19 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1.) STANDARD FORM 330 - E: RESUMES EXPERTISE IN CATEGORIES: • •® D • OR) - E. RESUMES OF KEY PERSONNEL PROPOSEDIFOR(THIS CONTRACT t. (Complete one Section`E for each,key person) 4 -, ,;;;,; a .� _�`, r t -:, 12. NAME 13. ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Ana Dvorak,ENV SP Project Manager a.TOTAL b.WITH CURRENT FIRM 10 5 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MSc Civil Engineering,University of Miami Envision Sustainability Professional(ENV SP) BSc Chemical Engineering,SimOn Bolivar University 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications Organizations,Training,Awards,etc.) Experienced in planning,design, assessment,simulation, permitting, bid support and evaluation of water&wastewater distribution, collection and transmission systems;pump stations;water resources management;water quality analysis; process control &instrumentation and SCADA systems. Vast experience managing water and sewer infrastructure projects that involve hydraulic modelling, preliminary engineering and preparation of studies&reports,design services,permitting,bidding support,and engineering services during construction. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Bayshore Park Water Main and Force Main Replacement-Engineering and Design PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Services-Project Manager-Miami Beach,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE nCheck if project performed with current firm a.Project Manager for the engineering,design,permitting,bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City, to comply with the sensitive timeline.300 Engineering developed 90% design drawings and technical specifications for the replacement of approx.850 LF of 30-inch force main and 1,200 LF of 20-inch water main within 8 weeks.Moreover,permits were obtained in less than 90 days,with the water main extension being approved in 24 hours (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway-Project PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Manager-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I✓I Check if project performed with current firm b'Project Manager for the engineering,design,permitting,bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway.300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes.It was determined that a Horizontal Directional Drill(HDD)was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new force main interconnection. Cr)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED W-2 Water Booster Pump Station Rehabilitation-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Project Manager-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE l✓Check if project pert rm d with current firm C.Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter),installation of new intake/discharge 24-inch water main,installation of new 3 ton crane and trolley system,structural modification of the pump station building,replacement of three (3) pump and motors,hardening and resiliency upgrades(accessibility,flood and impact protection,upgrades to the ventilation and air conditioning system and generator replacement. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pump Station 1 Rehabilitation and Hardening-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Project Manager-Miami Beach,FL On-going d,(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 1-2-Check if project performed with current firm Project Manager for the engineering,design,permitting,bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1.The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs,on-site generator,instrumentation&controls,and HVAC equipment.The project also includes the hardening of the pump station with hazard mitigation strategies for flood,wind and impact protection. Cr)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Water Main and Force Main Replacement on Sunset Islands-Project Manager- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e• Project Manager for the engineering,design,permitting,bid support and engineering se es during construction for the installation of an 8-inch water main and 10-inch force main subaqueous canal crossings under Sunset Lake.The pipes will be installed using Horizontal Directional Drill(HDD).300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using HDD pipe to minimize disruptions to the project area caused by open trench construction.300 Engineering,and its team of subconsultants, is providing full engineering services required for the adequate design of a subaqueous crossing. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 EXPERTISE IN CATEGORIES: STANDARD FORM 330 - E: RESUMES E. RESUMES OF KEY PERSONNEL.PROPOSED'FOR`THISICONTiRACiTt � � (Complete one Section'E for eac • h"ke pe sr On)3 12. NAME 13. ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Reinaldo Rivera-Reyes,PE Pump Stations Team Lead a.TOTAL b.WITH CURRENT FIRM 40 5 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS Civil Engineering,University of Puerto Rico Professional Engineer(PE),Florida and Puerto Rico RPA(Surveying Permanent Register)Puerto Rico Stormwater Pollution Prevention Plan(SWPP) Safety and OSHA Trainings 15. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Over 40 years of expenence in the design & construction eld or major civil works project, with expertise in water & wastewater, facilities, structures,roadways,bridges,aviation,and drainage infrastructure.Professional Engineer with extensive experience in design and construction management for infrastructure projects with structural, mechanical, instrumentation & controls, HVAC, electrical, and civil components. Experienced in performing field assessments,QA/QC and constructability reviews,cost estimating,procurement support and inspection services. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED W-2 Water Booster Pump Station Rehabilitation-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Engineer of Record(EOR)Civil,Process Mechanical and Structural-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm a'EOR for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project.The project includes:replacement and relocation of process piping and isolation valves (ranging from 12- inch to 24-inch in diameter),installation of new intake/discharge 24-inch water main,installation of new 3 ton crane and trolley system, structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility,flood and impact protection,upgrades to the ventilation and air conditioning system and generator replacement). (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Westwood Lakes Facility,PS 536,and PS 1310 Hardening-Project Manager-Miami- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Dade County,FL-Engineer of Record(EOR)Civil and Structural-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ✓Check if project performed with current firm b•EOR for the engineering and design services of the civil,architectural and structural disciplines for the Westwood Lakes Facility,PS 536,and PS 1310 Hardening.The project involves wind and flood protection to the PS 683 building,with the installation of flood resistant doors and impact resistant louvers;wind protection to the PS 536 Electrical building,with the installation of impact resistant doors and louvers;wind and flood protection to the PS 1310 building,with the installation of flood resistant doors,impact resistant louvers,impact resistant doors and flood crates. (1)TITLE AND LOCATION(City and State) . (2)YEAR COMPLETED Bayshore Park Water Main and Force Main Replacement-Engineering and Design PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Services-Engineer of Record(EOR)-Miami Beach,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a'EOR for the engineering,design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area.300 Engineering developed and implemented an expedited project schedule in close coordination with the City,to comply with the sensitive timeline.300 Engineering developed 90%design drawings and technical specifications for the replacement of approx.850 LF of 30-inch force main and 1200 LF of 20-inch wafer main within 8 weeks. Moreover,permits were obtained in less than 90 days,with the wafer main extension being approved in 24 hours. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pump Station 1 Rehabilitation and Hardening-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Engineer of Record(EOR)Civil,Process Mechanical and Structural-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm d. EOR for the engineering,design,permitting,bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1. The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs,on-site generator,instrumentation&controls,and HVAC equipment.The project also includes the hardening of the pump station with hazard mitigation strategies for flood,wind and impact protection. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of Coral Gables Pump Station D Engineering and Design Services-Engineer of PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Record-City of Coral Gables,Fl 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e. EOR for the engineering and design services for the upgrades of Pump Station D.The scope of the project includes design of a new wet well,valve vault,new submersible pumps,control panel,yard piping,site civil design and landscaping.The design involves the complete replacement of the pump station with a new submersible pump station configuration for a more compact footprint.In addition,hazard mitigation and resiliency strategies were incorporated with the implementation of a submersible control panel and water-tight hatches to comply with the Base Flood Elevation(BEE)and Sea Level Rise(SLR)design criteria. STANDARD FORM 330(REV.7/2021)PAGE 2 21 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 r") STANDARD FORM 330 - E: RESUMES EXPERTISE IN CATEGORIES: • 000 ' COO E. RESUMES OF KEY PERSONNEL PROPOSED FOR THISZONiTResOlotrvwfACT, x ' f ,47 (Complete one Section E for each kei6pprson µ R 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Chen Li,PE,LEED AP Pump Stations Team a.TOTAL b.WITH CURRENT FIRM 30 5 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MSc Mechanical Engineering,Florida International University Professional Engineer Florida Mechanical Engineering, 1998 MSc Engineering Mechanics,University of.Science and Technology of Professional Engineer Florida Electrical Engineering,2002 China,Hefei LEED Accredited Professional,2008 BS,Engineering Mechanics,University of Science and Technology of NCEES No.46827 Since 2011 China,Hefei OTHER PROFESSIONAL QUALIFICATIONS(Puplicatio s;oorganizations,Training,Awards,etc.) Over 30 years of experience In mechanical,electrical,Instrumentation,controls,HVAC,and fire protection engineering for various governmental, industrial,aviation,rail,educational,institutional,and commercial facilities,including water and wastewater infrastructure.Her experience covers preliminary engineering, design & development and continues through construction in areas of system design and analysis, project management,engineer during construction,to system integration.Experienced with local and State regulations. 18. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pump Station 1 Rehabilitation and Hardening-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Engineer of Record(EOR)Electrical and l&C-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE R Check if project performed with current firm a.Engineer of Record (EOR) for the electrical and l&C engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1.The project includes replacement of the four pump and motors,process piping,electrical equipment including VFDs,on-site generator,instrumentation&controls,and HVAC equipment.The project also includes the hardening of the pump station with hazard mitigation strategies for flood,wind,and impact protection. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Coral Gables Pump Station F Electrical Upgrades-Engineer of Record(EOR)-Coral PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Gables Florida 2021 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b•EOR for the electrical upgrades of Pump Station F. This is a duplex submersible pump-station with 30 hp pumps and an emergency generator. The existent electrical equipment was corroded and obsolete. Upgrades to the pump station included: new electrical generator,relocation of backup generation system,new power meter,main disconnect safety switch with fuses,Automatic Power Transfer Switch (ATS),control panel with main and emergency circuit breaker,pump motor connection box by wet well,all wiring,raceway and aroundinq system,new SCADA system,among others. Engineering,1 TITLE ANDDesignONandtRelat and edtServices for the Improvement-WASD PS D2-D2- (2)YEAR CES COMPLETED D 9 PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Electrical and l&C Engineer of Record(EOR)-Miami-Dade County,Florida 2020 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm C.EOR for the Electrical,Telemetry, Instrumentation & Control,and Limited Construction Support Services for the design of the new WASD pump station.This is a duplex station with 47 hp pumps.The project included:new power meter,main disconnect safety switch with fuses, control panel with main and emergency circuit breaker, pump motor connection box by wet well, all wiring, raceway and grounding system,new SCADA system,among others. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Engineering,Design and Related Services for the Improvement-WASD PS0520- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Electrical and I&C Engineer of Record(EOR) Miami-Dade County,Florida 2021 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I✓I Check if project performed with current firm d'EOR for the Electrical,Telemetry, Instrumentation & Control, and Limited Construction Support Services for the improvements of WASD's PS0520 located at 13590 SW 62nd St.in Miami.This is a duplex,station with 30 hp pumps.The project includes conversion of Dry Well/Wet Well station to fully submersible pump station. Coordination with FPL for new service and temporary disconnect of high voltage power lines. Duplex pump control panel design with portable emergency power connection, SCADA & instrumentation design with new pressure transmitter on disrharne line new well levels controller with secondary hackun float sys em Arc Flash Study and Short-circuit analysis '(1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Engineering,Design and Related Services-WASD PS0830-Electrical and 1&C PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Engineer of Record-Miami-Dade County,Florida 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ZCheck.if project performed with current firm e EOR for the Electrical,Telemetry,Instrumentation&Control,and Limited Construction Support Services for the improvements of WASD's PS 0830 located at 10451 SW 92nd St,Miami.This is a duplex station with 25 hp pumps.The project also includes the design of a new stand-by generator,Automatic Power Transfer Switch (ATS),control panel with main and emergency circuit breaker,pump motor connection box by wet well,all wiring,raceway and grounding system,new SCADA system,among others. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (111) EXPERTISE IN CATEGORIES: STANDARD FORM 330 - E: RESUMES • 00 0 0 00 E. RESUMES OF KEY PERSONNEL PROPOSED FOR'THIS CONTRACT slf' 4v t4, (Complete one Section E for eacfi rs „TNT e 12. NAME 13. ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Paola Davalos,PE,ENV SP SSES and I&I Team Lead a.TOTAL b.WITH CURRENT FIRM 9 9 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS Environmental Engineering,Florida International University Professional Engineer(PE),Florida Envision Sustainability Professional(ENV SP) 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications Organizations,Training Awards etc.) Expenence managing water and wastewater infrasfruciure projects including fhe design of wastewater pump stations,gravity mains,force mains and planning studies for expansions and upgrades of water and wastewater systems in South Florida.Ms.Davalos specializes in Infiltration and Inflow (I/I) analysis and monitoring, as well as pump station hydraulics and SCADA data analysis.Vast experience in management of smoke testing,manhole inspections,night flow studies and development of corrective action plans for with Miami-Dade County Code. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sanitary Evaluation System Survey(SSES)-Night Flow Study and Basin Prioritization- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Project Manager-Coral Gables,FL 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE n Check if project performed with current firm a.Project Manager for the City's Night Flow Evaluations, Smoke Testing, and Visual Manhole Inspections. 300 Engineering performed wet season Night Flow Monitoring, along with field investigations at each pump station, and analyses of its SCADA data. Additionally, 300 Engineering further evaluated the I/I throughout the City by performing Water Consumption and Environmental Factor Analyses. 300 Engineering prepared the City's Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources(RER).A prioritization of the sewer basins was established based on the I/I estimation results. . (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sanitary Evaluation System Survey 3rd Cycle Report(SSES)&Smoke Testing of Sanitary PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Sewer System-Project Manager-Surfside,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE nCheck if project performed with current firm b•Project Manager for the Smoke Testing of the Town's sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I.A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sanitary Evaluation System Survey(SSES)-I/I Plan of Compliance-Project Manager- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) North Bay Village,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE n Check if project performed with current firm c'Project Manager for the engineering services to bring the Village's sanitary sewer basins into compliance with the County Code by re- assessing the system and to respond a RFI provided RER/DERM as a result of the Second Cycle SSES Report.To this effect,300 Engineering developed a customized I/I Plan of Compliance for the Village.The Plan was also developed to maximize cost-effectiveness by responding to the RER/DERM RFI while simultaneously satisfying the upcoming SSES Third Cycle Report requirements.The Plan was comprised of various steps to ensure that a holistic analysis of the Village's I/I predicament was conducted and executed. (1)TITLE AND LOCATION(City and State) (2),YEAR COMPLETED $215M Pump Station Improvement Program (PSIP) Miami-Dade County - Program, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Design & Construction Management and Support Services - Design Consultant 2021 2021 Manager-Miami-Dade Cunty,FL d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE nCheck if project performed with current firm Design Consultant Project Manager and Engineering Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS) including over 153 pump station and force main projects and I/I management. Responsible for the preliminary design of pump stations and force mains,including pump motor selection,hydraulic analysis,review of pump station requirements and appurtenances as well as the interpretation of SCADA Data for I/I analysis and monitoring.Managed multiple pump station and force main design projects. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Engineering and Geological Services for Water,Wastewater,and Reclaimed Water PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Planning-Project Manager for BODR Development-Miami-Dade County,FL 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE - ,/Check if project performed with current firm e. Project Manager for the development of Basis of Design Repots (BODRs)for the sewerrvice extensions to commercial and industrial areas throughout the Commission Districts 8 and 9. In addition to sewer expansions,the projects also contemplated water transmission main upgrades to meet standards for commercial water distribution in locations where overlap with wastewater improvements were identified.The analysis was focused on minimizing the need for new pump stations and minimizing the length of gravity sewers and force main extensions where possible. STANDARD FORM 330(REV.7/2021)PAGE 2 23 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - E: RESUMES EXPERTISE IN CATEGORIES: • 06D e00 E. RESUMES OF KEY PERSONNEL PROPOSED FOR ,T HIS coN,TRA 6172..W. , (Complete one Section E'for each key person) 1r7, 12. NAME 13. ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Reynaldo Urquiola,CUC SSES and l&I Team a.TOTAL b.WITH CURRENT FIRM 40 3 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) Southwest Dade Senior High School,Miami Fl State of Florida Certified Underground Utility and Excavation(CUC) RETS Technical Center,Miami,FL Applied Electronics Technology Safe Handling and Use of Chemical Grouts Certified Backflow Tester,Miami Florida R.S.Means,Mechanical and Electrical Estimating. R.S.Means,Managing Facilities Construction and Maintenance. E q National Safety Council,Workzone Concepts Levels III OveOTHER 40E PROFESSIONAL (Publications, p erations Organizations ands'construction of the Sewage Collection System and Wastewater yearsP P Pumping Facilities for WASD.Vast expertise in sewer collection systems,including flow monitoring and Infiltration&Inflow(I/I)reduction programs. Mr.Urquiola's unparalleled knowledge of pump stations,collection systems and I/I quantification and reduction measures makes him well suited to provide technical advisement for wastewater projects from the Operations and Maintenance perspective. 19. RELEVANT PROJECTS. (1)TITLE AND LOCATION(City and State) , (2)YEAR COMPLETED Sanitary Evaluation System Survey(SSES)-Night Flow Study and Basin Prioritization- PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Technical Advisor-Coral Gables,FL 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm a•Technical Advisor for the City's Night Flow Evaluations, Smoke Testing,and Visual Manhole Inspections. 300 Engineering performed wet season Night Flow Monitoring, along with field investigations at each pump station, and analyses of its SCADA data. Additionally, 300 Engineering further evaluated the I/I throughout the City by performing Water Consumption and Environmental Factor Analyses. 300 Engineering prepared the City's Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources(RER).A prioritization of the sewer basins was established based on the I/I estimation results. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sanitary Evaluation System Survey 3rd Cycle Report(SSES)&Smoke Testing of Sanitary PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Sewer System-Technical Advisor-Surfside,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm b-Technical Advisor for the Smoke Testing of the Town's sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I.A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sanitary Evaluation System Survey(SSES)-I/I Plan of Compliance-Technical Advisor- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) North Bay Village,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm c,Technical Advisor for the engineering services to bring the Village's sanitary sewer basins into compliance with the County Code by re- assessing the system and to respond a RFI provided RER/DERM as a result of the Second Cycle SSES Report.To this effect,300 Engineering developed a customized I/1 Plan of Compliance for the Village.The Plan was also developed to maximize cost-effectiveness by responding to the RER/DERM RFI while simultaneously satisfying the upcoming SSES Third Cycle Report requirements.The Plan was comprised of various steps to ensure that a holistic analysis of the Village's I/I predicament was conducted and executed. (1)TITLE AND LOCATION(City and Stale) (2)YEAR COMPLETED $1,9B USEPA Consent Decree Miami Dade County- Program, Design & Construction PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Management and Support Services-Sr.Construction Manager-Miami-Dade Cunty, On-going On-going FL (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE �Check if project erformed with current firm d Senior Construction Manager for the upgrades of the Wastewater Collection and Trarlsinission System ONCTS), including several major booster sanitary sewer pump station projects.Mr.Urquiola supervises the construction of the upgrades/rehabilitation of these pump stations including the replacement of pumps & motors, installation of new process and yard piping, electrical building upgrades to install new switchgear and VFDs,structural modifications,installation of new instrumentation&controls.Mr.Urquila assists in the commissioning,testing and start up activities of these pump stations. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $ 15MM Pump Station Improvement Program(PSIP)Miami-Dade County-Program, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Design&Construction Management and Support Services-Sr Construction Manager 2021 2021 -Miami-Dade County,FL (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 2Check if project performed With current firm e' Senior Construction Manager Program Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS)including 153 pump station and force main projects.The program aims to bring into compliance 118 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion in addition to 35 force mains upgrades.His responsibilities included leading field visits in the pre-design phase to perform condition assessments of the pump stations as well as constructability analysis of potential upgrade options. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 111) EXPERTISE IN CATEGORIES: STANDARD FORM 330 - E: RESUMES • •© D 111000 E. RESUMES OF KEY PERSONNEL PROPOSED FORTHIS CONTRACT . (Complete one Section E for each'ke arson ' 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Rafael Ballesteros,PE Water Main and Force Main Team a.TOTAL b.WITH CURRENT FIRM Lead 45 10 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS,Civil Engineer Technology,Florida International University, Professional Engineer,FL Miami,Florida Supervisor Leadership and Management Certification Program Professional Certificate in Project Management 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Extensive experience with the design of pipelines from 8 to 96-inches in diameter that bnngs maximum efficiency in design efforts.Over 170 miles of water and wastewater pipelines design experience.Over 55 miles of pipeline construction experience. Responsible for the design of large concrete and ductile iron transmission mains as well as the development and implementation of Miami-Dade Water and Sewer standard specifications, rules and regulations. Served as the FOR for multiple PCCP pipelines and micro-tunneling projects in FDOT and Miami-Dade 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Installation of 36-inch Water Main along NW 106'h-Engineer of Record-Miami-Dade PROFESSIONAL SERVICES CONSTRUCTION(If applicable) County,FL 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [ jCheck if project performed with current firm a.EOR for the design of a 36-inch Ductile Iron(DI)Main required by the Miami Dade Water a'OY Sewer Department(WASD)to improve water transmission system redundancy and increase system pressure around Medley,Doral,Miami Lakes,Hialeah and Hialeah Gardens.The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive,within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast(FEC)Railway. The project also involved approximately 70 LF of subaqueous canal crossing via Open Cut. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Design-Build for the Installation of a 36-inch Force Main with 54-inch Micro-tunneling PROFESSIONAL SERVICES CONSTRUCTION(If applicable) along NW 107 Ave from 7th St to 25th St-Engineer of Record-City of Doral,FL 2022 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b'The proposed sanitary sewer force main is intended to replace an existing 24-inch force m as a method to reduce pressures and increase capacities for future developments in the area.The proposed project route starts south of NW 7th Street(Fontainebleau Blvd)and NW 107th Ave where it connects to an existing 36-inch diameter force main,then running North along NW 107th Ave from NW 7th Street(Fontainebleau Blvd)crossing under a CSX owned railroad,to NW 25th Street,where it will connect to 20-Inch and 24-Inch diameter force mains.CSX crossing includes a 36-Inch diameter sewer force main carrier pipe with a 54-Inch steel casino under an active ICSX1 railway. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 16-Inch Water Main Along NW 36th Street from Curtis Parkway to NW 42nd Ave North PROFESSIONAL SERVICES CONSTRUCTION(If applicable) of Miami International Airport-Engineer of Record-Miami-Dade County,FL 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE �✓Check if project performed with current firm C.FOR for the replacement of an undersized 8-inch Cast Iron(CI)Water Main with a new 1 6=trich Ductile Iron(DI)Water Main.As part of the Agreement with the City of Miami Springs,WASD was required to upgrade the water system to increase water pressure and provide optimum fire flow protection.The 8,900 LF water main will run along NW 36th Street from Curtis Parkway to NW 42nd Ave (N.Lejeune Rd).Services provided by 300 Engineering include design, permitting,cost estimating, preparation of technical specifications, utility coordination,site inspections,scheduling,coordination with stakeholders limited procurement and construction support services. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 24-inch Ductile Iron(DI)Force Main in the City of Miami Lakes-Engineer of Record- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) City of Miami Lakes,FL 2022 2022 d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 2Check,if project performed with current firm EOR for the design of a 24-inch Ductile Iron(DI)Force Main in the City of Miami Lakes within Miami-Dade County.WASD is required to upgrade the force main system to increase capacity for the future development of the American Dream Mall.300 Engineering's scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 PI,as well as the crossing of FDOT 1-75 via micro-tunneling and the aerial crossing of Peter Pike's Canal. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED BODR for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Biscayne Canal-Engineer of Record-Miami-Dade County,FL 2015 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ®Check if project performed with current firm e. EOR for the preparation of a Basis of Design Report (BODR) for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue.This project required WASD to rehabilitate or replace the 48-inch FM due to the lack of structural integrity.300 Engineering provided engineering services for the development of a detailed BODR for the replacement of this critical force main.The estimated construction cost is$22.5 M.As EOR,Mr.Ballesteros was responsible for Identification of preliminary pipe layouts for field evaluation.Base map development,Detailed route analysis and selection,Material selection and OPC. STANDARD FORM 330(REV.7/2021)PAGE 2 25 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAS STANDARD FORM 330 - E: RESUMES EXPERTISE IN CATEGORIES: • ee E e o E. RESUMES OF KEY PERSONNEL,PROPOSEDFFOOR THIS(CONTRA•T ��' v'. (Complete one Section E for eaclinkey,+person) g � 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Daniel T Mathews,ENV SP Water Main and Force Main Team a.TOTAL b.WITH CURRENT FIRM 40 6 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) High school equivalency diploma;State of Florida,Department of Water Distribution System Operator Level 1 Education(G.E.D) Class"A"C.D.L.Driver License with Tanker Endorsement Florida Department of Transportation Maintenance of Traffic Course FSAWWA(Florida Section-American Water Works Association) Certified Competent Person-Sheeting and Shoring FWPCOA(Florida Water Pollution Control Operators Association) 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,T icing,Awards,etc.) Over 40 years of expenence in the design & construction field for major civil works project, with expertise in water& wastewater, facilities, structures,roadways,bridges,aviation,and drainage infrastructure.Professional Engineer with extensive experience in design and construction management for infrastructure projects with structural, mechanical, instrumentation & controls, HVAC, electrical, and civil components. Experienced in performing field assessments,QA/QC and constructability reviews,cost estimating,procurement support and inspection services. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Bayshore Park Water Main and Force Main Replacement-Engineering and Design PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2022 Services-Technical Advisor-Miami Beach,FL • (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a'Technical Advisor for the engineering,design,permitting,bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area.300 Engineering developed and implemented an expedited project schedule in close coordination with the City, to comply with the sensitive timeline. 300 Engineering developed 90% design drawings and technical specifications for the replacement of approx.850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks.Moreover,permits were obtained in less than 90 days,with the water main extension being approved in 24 hours (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 16-Inch Water Main Along NW 36th Street from Curtis Parkway to NW 42nd Ave North of PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami International Airport-Technical Advisor-Miami-Dade County,FL 2019 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b-Technical Advisor for the replacement of an undersized 8-inch Cast Iron(CI)Water Main with a new 16-inch Ductile Iron(DI)Water Main.As part of the Agreement with the City of Miami Springs,WASD was required to upgrade the water system to increase water pressure and provide optimum fire flow protection.The 8,900 LF water main will run along NW 36th Street from Curtis Parkway to NW 42nd Ave (N. Lejeune Rd).Services provided by 300 Engineering include design, permitting, cost estimating, preparation of technical specifications, utility coordination,site inspections,scheduling,coordination with stakeholders limited procurement and construction support services. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED W-2 Water Booster Pump Station Rehabilitation-Senior Constructability and O&M PROFESSIONAL SERVICES CONSTRUCTION(If applicable) QA/QC Reviews-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c'Senior Constructability and O&M QA/QC Reviews for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project.The project includes:replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system,structural modification of the pump station building,replacement of three(3)pump and motors harrieninn rind resiliency i mnrnriec(flood&imnnrt nrotertion uoarades to the ventilation R air conditianina nmona others) (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Installation of 36-inch Water Main along NW 106+h-QA/QC,O&M and Constructability PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Reviews-Miami-Dade County,FL 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm d.QA/QC,O&M and Constructability Reviews for the design of a 36-inch Ductile Iron(DI)Main required by the Miami Dade Water and Sewer Department to improve water transmission system redundancy and increase system pressure around Medley,Doral,Miami Lakes, Hialeah and Hialeah Gardens.The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive,within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast(FEC)Railway.The project also involved approximately 70 LF of subaqueous canal crossing. (1)TITLE AND LOCATION(Cityand State) (2)YEAR COMPLETED Design-Build for the Instalation of a 36-inch Force Main with 54-inch Micro-tunnel PROFESSIONAL SERVICES CONSTRUCTION(If applicable) along NW 107 Ave from 7th St to 25th St-QA/QC,O&M and Constructability Reviews 2021 -City of Doral,FL (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE �✓Check if project performed with current firm e. QA/QC,O&M and Constructability Reviews for the design and installation of approximately 8,000 LF a 36-inch Force Main project within the City of Doral for the Miami Dade Water&Sewer Department (WASD).The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area.300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling underneath CSX Rail tracks.In addition,full pavement restoration of County owned right of way from NW 12th St to NW 25th St along NW 107th Ave was included in the project. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 111.1) EXPERTISE IN CATEGORIES: STANDARD FORM 330 - E: RESUMES • •I9 0 0 00 ^ � E. RESUMES OF KEY PERSONNELPROPOSED1FOR THIS'CONTRACTk� (Complete one Section E for,°eac#key person) 12. NAME 13. ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Nicholas Fernandez,PE Gravity Main Team Lead a.TOTAL b.WITH CURRENT FIRM 9 8 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS,Civil Engineering,Florida International University, Professional Engineer(PE),Florida Miami,Florida NASSCO,PACP,LACP,MACP FDOT-MOT Advanced Certification 1.8. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc,) Nine years of experience in infrastructure engineenng,project management,design,construction management,water and sewer systems,land development,stormwater management and drainage design,roadway reconstruction,utility coordination,cost estimates,scheduling,QA/QC reviews,field inspections,permitting,project procurement and MOT.Worked as a project manager various pipeline projects ranging from 4-inch to 60-inch in size.Mr.Fernandez also has in depth knowledge of pipeline rehabilitation and trenchless technologies. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED New Gravity system within Basin 1264-Project Manager-Miami-Dade County,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Check if project performed with current firm a•Project Manager for the design services of a new gravity sewer network for WASD's Basin 1264.The project is located at unincorporated Miami-Dade County delimited by railroad tracks north of NW 74 St.,NW 27 Ave,NW 71 St.as well as NW 67th St,and NW 35th Ave This new basin will eliminate over 180 septic tanks in the project area.The project proposes the installation of approximately 12,300 LF of gravity sewers and 1,300 LF of 8-inch force main within Basin 1264-Project S-3 of the Green Tech Corridor.In addition,the project also proposes the installation approximately 11,060 LF of 12-inch water main to provide adequate distribution and fire protection service to the area. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Design-Build for the Installation of a 36-inch Force Main with 54-inch Micro-tunneling PROFESSIONAL SERVICES CONSTRUCTION(If applicable) along NW 107 Ave from 7th St to 25th St-Design Manager-City of Doral,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm b•Design Manager for the design and installation of approximately 8,000 LF a 36-inch Diameter Sanitary Sewer Force Main project within the City of Doral for the Miami Dade Water&Sewer Department(WASD).The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area. 300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling ing underneath CSX Rail tracks. In addition, full pavement restoration of County owned riaht of wav from NW 12th St to NW 25th St alona NW 107th Ave was included in the proiect. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Wastewater&Water System Improvements within Basin 0107-Project Manager- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami-Dade County,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c.Project Manager for the design services of a new gravity sewer network,new pump station discharge force main,and water distribution pipeline improvements within WASD's Basin 0107.The project is located at unincorporated Miami-Dade County delimited by NW 78th St on the North,NW 75th St on the South,NW 10th Ave on the East,and NW 22nd Ave on the West.The upgraded basin will eliminate over 65 septic tanks and replace existing undersized infrastructure.The project proposes the installation of approximately 6,700 LF of 18 and 8-inch gravity sewers,and 70 LF of 12-inch force main within Basin 0107. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 24-inch Ductile Iron(DI)Force Main in the City of Miami Lakes-Project Manager-City PROFESSIONAL SERVICES CONSTRUCTION(If applicable) of Miami Lakes,FL 2022 2022 d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm Project Manager for the design of a 24-inch Ductile Iron(DI) Force Main in the City of Miami Lakes within Miami-Dade County.Miami Dade Water and Sewer Department(WASD)is required to upgrade the force main system to increase capacity for the future development of the American Dream Mall.300 Engineering's scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 PI, as well as the crossing of FDOT 1-75 via micro-tunneling ing and the aerial crossing of Peter Pike's Canal. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Gravity System extension within Basin 1204-Project Manager-Miami-Dade County, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE i- Check if project performed with current firm e. Project manager for the design services of a gravity sewer extension for WASD's Basin-1204 to be able to expand the sanitary sewer services to commercial and industrial sites.The project is located along NW 79th St.from NW l lth Ct.to NW 7th Ave.The proposed gravity sewer consists of approximately 2,400 linear feet of 8-inch polyvinyl chloride (PVC) pipe that will eliminate over 29 septic tanks in the project area.In addition,the project also proposes the installation of approximately 2,650 linear of a 12-inch ductile iron(DI)water main to enhance water distribution in the areas where sewer improvements are planned. STANDARD FORM 330(REV.7/2021)PAGE 2 27 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - E: RESUMES EXPERTISE IN CATEGORIES: • 060043C00 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section`E;fOUeach key person) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Rod Lovett Gravity Main Team a.TOTAL b.WITH CURRENT FIRM 43 3 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) Associate Equivalent,1990 NASSCO,PACP,LACP,MACP 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etq.) Wastewater collection and transmission systems expert and expenenced project manager. His experience includes system Operations & Maintenance (O&M), Infiltration/Inflow Reduction, Flow/Rain/Groundwater monitoring, Capacity, management Operations & Maintenance (CMOM),Pipeline Construction,and Electromagnetic Inspections.Experience in pipeline operations,trenchless technologies and the successful implementation of I/I improvement programs which resulted in a reduction of over 125 MGD of wastewater for Miami-Dade County, 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $1.9B USEPA Consent Decree Miami Dade County-Program,Design&Construction PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Management and Support Services-WASD WWCT Line Division Chief-Miami-Dade 2016 2016 ,f"funty,FI (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE oCheck if project performed with current firm a•Chief of WASD Wastewater Collection and Transmission Line Division for the upgrades of the Wastewater Collection and Transmission System (WCTS), including gravity sewer, force main and pump station projects. As the division Chief, Mr. Lovett was involved in the Construction Management for projects related to wastewater pipelines conducted by the program. Some of these projects include: Collection system I/I Repair; PCCP force mains rehabilitation, replacement of ACP wastewater pipe, force main aerial crossing replacement and installation of appx 7600 LF of gravity sewer mains (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED WASD Wastewater Collection and Transmission Line Division(WCTLD)Improvements- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Division Chief-Miami-Dade County,FL 2016 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b•Division Chief for multiple improvement, repair and replacement projects conducted by he WCTLD.Some of the projects conducted under his leadership include:Post External Tensioning of large diameter PCCP pipe in multiple locations;Rehabilitation and replacement of 3,300 LF of 54-inch PCCP on West Hagler ST;Rehabilitation of exiting 54-Inch FM by cured-in place liner;rehabilitation of multiple sanitary sewer gravity mains including the collection system of PS-301;rehabilitation and repair of post siphon chamber and 72-inch pipe at North River Dr and South River Dr;rehabilitation and repair of 42-inch interceptor and.manholes. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $200M Infiltration/Exfiltration/Inflow(I/E/I)Improvement Program-I/I Specialist-Miami- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Dade County,FL 2016 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c.I/I Specialist for the I/E/I program to reduce the amount of flow entering the wastewater collection/treatment system. The program provided sufficient system capacity to meet growth requirement for land development,maximized the utilization of local businesses,and provided increased opportunities for minority participation in County contracts. The initial program required by the consent order was completed in 2002 resulting in a total I/I correction of almost 98 MGDs. A similar I/I program continues as required by Miami Dade County's Volume Sewer Customer Ordinance and as of 2016,the total I/I correction was over 125 MGDs. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $60M Needs Assessment Program (NAP)/Neighborhood Improvement/Septic Tank PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Elimination Program-WASD Operations Manager-Miami-Dade County,Florida 2008 2008 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm d.WASD Operations Manager for the $60M water and sewer infrastructure improvement gram to identify, plan, design, and construct water and sewer utilities within areas of special needs with the goal of stimulating the economy.The program to date involved 40 separate water and sewer projects involving design and construction of 17.815 linear feet of pressurized sewer force main from 4-inch to 12-inch diameter;91,451 linear feet of 8-inch to 16-inch pressurized water main;39.000 linear feet of 8-inch gravity sewer from 8-inch to 12-inch;and six pump stations. (1)TITLE AND LOCATION(City and State), (2)YEAR COMPLETED $17M Comprehensive Lateral Investigation Program(CLIP)-Project Manager- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami-Dade County,Florida-Project Manager for BODR Development-Miami-Dade 2007 County,FL • 2007 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e' Project Manager for this two-year,$17 million pilot program,which evaluated the effectiveness and costs of repairing public and private sewer laterals to reduce wastewater peak flows during rain event.A total of 6,972 work orders were issued with 6,312 laterals inspected and tested, and 1,222 laterals repaired. From the 52 basins selected In addition, the SCADA system was utilized to estimate the pre- mainline repair,pre-CLIP and post-CLIP flows and determine the effectiveness of testing and replacing sewer laterals STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB EXPERTISE IN CATEGORIES: STANDARD FORM 330 - E: RESUMES • 066 o F ©CI) E. RESUMES OF KEY PERSONNEL•:PROPOSED'FORTHIS CONTRACT•: u i'. 0^�t �, (Complete one Section E for oaC7r persons} '3 s f��,; „. *€t ff .'_ 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Gil Garcia,CGC,CCM,DBIA Trenchless Technologies Lead a.TOTAL b.WITH CURRENT FIRM 34 1 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MBA,Loyola University,New Orleans General Contractor License-State of Florida(CGC) BS Civil Engineering,University of New Orleans Certificate on Construction Management(CCM) Design-Build Institute of America(DBIA) 18. OTHER PROFESSIONAL QUALIFICATIONS(publications,Organizations,Training Awards,etc.) Over 34 years of expenence on: Design, Construction, Construction Management, and Commissioning of: Heavy Civil, Marine, and Underground Construction (Trenchless Technologies). Substantial experience on Constructability Review, Value Engineering, Estimating, Scheduling,Procurement,Operation and Maintenance,of projects entailing facilities such as:Water and Wastewater Treatment Plants,Booster and Master Water and Sewer Pump Stations,Force and Water Mains,Outfalls.familiar with various project delivery methods. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway-HDD PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Technical Advisor-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm a•HDD Technical Advisor for the engineering,design,permitting,bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway.300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes.It was determined that a Horizontal Directional Drill (HDD)was the most adequate solution,the pipes will be installed centered along the bridge alignment,at least 12-feet below the piers.In addition,system reliability has been increased by the installation of a new force main interconnection. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $1.9B USEPA Consent Decree Miami Dade County- Program, Design 8,Construction PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Management and Support Services-Sr.Construction Manager-Miami-Dade Cunty, 2019 FL (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE j Check if project performed with current firm b'Sr.Construction Manager for the upgrades of the Wastewater Collection and Transmission System (WCTS),including several major booster sanitary sewer pump station projects and force main projects.One of the most notable projects include the upgrades of PS 0187,which included the replacement of four(4) 450 pumps&motors,new electrical equipment,replacement of on-site generator,replacement of plug and control valves.Mr.Garcia also led the system integration and commissioning of this major pump station. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Port of Miami Tunnel-Construction Manager-Miami-Dade County,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2012 2012 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c•Construction Manager for the construction of 4,100 feet of 40.8 feet diameter tunnels,to accommodate 4 traffic lanes,5 cross passages, widening of the MacArthur Causeway Bridge, two (2) new bridges, and roadways within the Port of Miami.The project also included significant ground improvement(permeation grouting)under the Port of Miami,two large launching and retrieving ramps,construction of numerous temporary structures and many other miscellaneous works. The project required extensive inter-disciplinary engineering knowledge and experience on Civil,Mining,Geotechnical,Electrical.Mechanical,Hydraulic,Structural,and System Integration. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Southeast Sewer Collection System-Project Manager-York and Durham Regions, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Canada 2011 d•(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ❑Check if project performed with current firm Constructability review of 49,000 feet and 13.82 feet diameter gravity sewer,5-25 feet diameter shafts that served as screening and primary treatment facility. A unique aspect of this project was the Owner's procurement of 5 tunnel boring machines, spare parts, and the fabrication of approximately 86,000 concrete segments.49,000 feet and 13.82 feet diameter gravity sewer tunnel,5-25 foot diameter shafts, and connection to treatment structure for gravity sewer. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Chimalhuacon CSO Conveyance Tunnel-Construction Manager-Mexico City,Mx PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e• Directed the construction of about 11,875 ft. of 21-ft. dia. CSO tunnel and rehabilitation of 250 CFS CSO Pump Stations. This project required close coordination with the design, procurement,and star-up of a 250 t self-climbing crane,a 200 t gantry crane,a TBM,high voltage power supply, step-down transformers, safety monitoring equipment, ventilation, and system integration. Other responsibilities included:management of administrative,accounting,scheduling,and operations personnel,coordination with subcontractors and owner Procured equipment STANDARD FORM 330(REV.7/2021)PAGE 2 29 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 r") STANDARD FORM 330 - E: RESUMES EXPERTISE IN CATEGORIES: • •4 00 E. RESUMES OF KEY PERSONNEL PROPOSED FOR'THIS CONTRACT s 31 ro „ Y#; }ax s (Complete one Section E for each'ke erson " ' �' 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Steve Caneen Trenchless Technologies Team a.TOTAL b.WITH CURRENT FIRM 43 .1 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) Humber College of Applied Arts and Technology,Honors Diploma Mining Technology 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications Organizations,Training Awards,etc.) Recognized as an industry leader for Micro tunnel intallation in the Country, having received peer recognition with a lifetime achievement award for micro-tunnel construction management. He has successfully completed the installation of over 180,000 LF of pipeline via micro- tunneling up to 120-inches, including tunneling in highly congested areas. Experienced with other trenchless construction methods including conventional utility tunneling,auger boring,guided boring and horizontal directional drilling. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Installation of 36-inch Water Main along NW 1061h-Technical Advisor-Miami-Dade PROFESSIONAL SERVICES CONSTRUCTION(if applicable) County,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [I Check if project performed with current firm a•Technical advisor for the design of a 36-inch Ductile Iron (DI)Main required by the Miami Dade Water and Sewer Department to improve water transmission system redundancy and increase system pressure around Medley, Doral,Miami Lakes,Hialeah and Hialeah Gardens. The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley.The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast(FEC).Railway.The project also involved approximately 70 LF of subaqueous canal crossing via Open Cut. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Design Build for the Installation of a 36-inch Force Main with 54-inch Micro tunnel along PROFESSIONAL SERVICES CONSTRUCTION(If applicable) NW 107 Ave from 7th St to 25th St-Technical Advisor-City of Doral,FL 2022 On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b'Technical Advisor for the design and installation of approximately 8,000 LF a 36-inch Diameter Sanitary Sewer Force Main project within the City of Doral for the Miami Dade Water&Sewer Department (WASD).The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area. 300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling underneath CSX Rail tracks.In addition,full pavement restoration of County owned tight of way from NW 12th St to NW 25th St along NW 107th Ave was included in the project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 24-inch Ductile Iron(DI)Force Main in the City of Miami Lakes-Technical Advisor- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) City of Miami Lakes,FL 2022 On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm c.Technical Advisor for the design of a 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes within Miami-Dade County.WASD is required to upgrade the force main system to increase capacity for the future development of the American Dream Mall.300 Engineering's scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 PI,as well as the crossing of FDOT 1-75 via micro-tunneling and the aerial crossing of Peter Pike's Canal. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED All Aboard Florida-Construction Manager-Miami-,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE n Check if project performed with current firm d•Construction manager for the installation of 250 LF of a 72-inch steel casing via micro-tunne ing for the All-Aboard project in Miami.The All Aboard project seeks to provide a intercity passenger railroad system to connect Orlando and Miami, with intermediate stops in Fort Lauderdale and West Palm Beach. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Orlando International Airport-Construction Manager-Orlando,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e. Construction Manager for the installation of a 38-inch steel casing crossing the taxiway, 2,100 LF of pipeline were installed using micro- tunneling.This project was delivered under a Construction Manager at Risk(CMAR)method. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 EXPERTISE IN CATEGORIES: STANDARD FORM 330 - E: RESUMES • 060 'IF= 0 0 E. RESUMES OF KEY PERSONNEL,PROPOSED FORTHISCONTRACT * •` (Complete one Section'Eforeach,keyosson)„„_y 12. NAME 13. ROLE IN THIS CONTRACT 14.YEARS EXPERIENCE Victor Herrera,PE Water&Wastewater Hydraulic Modeling a.TOTAL b.WITH CURRENT FIRM 18 4 15. FIRM NAME AND LOCATION (City and State) BCC Engineering,LCC/Miami,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS Civil Engineering,Florida State University Professional Engineer(PE),Florida No.71164 Professional Engineer(PE),Alabama No.30849 Professional Engineer(PE),Georgia No.047786 Professional Engineer(PE),Texas No.142487 Professional Engineer(PE),Puerto Rico No.28402 Pipeline Assessment Professional(PACP).Florida 06-16991 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations Training,Awards,etc.) Mr. Herrera has 18 years of combined experience in construction management and civil engineering design. He has experience in coastal design, land development, utility design, and program management/owner's representative, for both public and privately held projects. responsible for contract management,sub-consultant/contractor oversight, project scheduling, regulatory compliance and permitting, and design-build management 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sunset Harbour Neighborhood Improvements-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Senior Project Manager-City of Miami Beach,FL 2015 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a. Senior Project Manager for the project. Performed ICPR drainage modeling and evaluation of the system to provide fast-tracked recommendations for both collection and stormwater pumping improvements to reduce flooding in the neighborhood. The recommendations were approved by the City, the South Florida Water Management District (SFWMD), and Miami-Dade County Environmental Resource Management. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Golf Village Infrastructure Improvements-Principal-City of Sunrise,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b•Project Principal for the professional services to provide water modeling engineering analy b,design,permitting and bidding services for the installation of water mains,force mains and stormwater infrastructure.The improvements involve design of water mains replacements of aging 6-inch to 12-inch PVC and asbestos pipes,upsizing existing 2-inch through 4-inch water mains,6-inch through 10-inch asbestos force main replacement,and design of exfiltration trenches to address localized flooding areas.BCC was in charge of development of the Basis of Desiqn Report. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sunrise Sunset Strip Force Main Study from LS 118 to LS 101-Civil Engineering Principal- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) City of Sunrise,FL 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm c. Civil Engineering Principal for the hydraulic modeling of the existing 8-inch to 10-inch force main along Sunset Strip for upsizing and flow redirection.Field investigations will be performed to locate and open the plug valves for full force main system analysis.Tasks included data collection,flow monitoring,and hydraulic modeling The project area is mostly residential with some commercial properties (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sunset Strip Force Main Section Model Calibration-Principal-City of Sunrise,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.).AND SPECIFIC ROLE f✓Check if project performed with current firm d•Principal for the design service to replace the Sunset Strip Force Main,and through a prelhrmary review of the computer model output,it was determined that more specific monitoring and an additional model simulation was necessary to refine the selection and ensure proper function df the City's system in conjunction with the improvements.BCC's scope of work includes data collection,model network update, sewer system model calibration and validation,and an evaluation of the existing wastewater system performance (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Design-Build Services for the Installation of a 48-inch Diameter Transmission Main for PROFESSIONAL SERVICES CONSTRUCTION(If applicable) "Area N"Package IV-A-Design Principal-Miami,FL On-going Ongoing (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e. Design Principal for the Design-Build services for the installation of approximately 8,800 linear feet of 48-inch diameter P.C.C.P.transmission water main along SW 117th Avenue to connect the County's new 36-inch diameter water transmission main project at SW 152nd Street and SW 127th Avenue.The purpose is to enhance Miami-Dade WASD's water service reliability and address water pressure deficiencies'in the County's southern service area. STANDARD FORM 330(REV.7/2021)PAGE 2 31 • DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 rui) • STANDARD FORM 330 - E: RESUMES E. RESUMES OF KEY PERSONNEL<PROPOSEO FOR THIS eONTRACT t,k (Complete one Section E for each l\cyFrc ;) is s!rcTc - >s 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Tere C.Garcia Public Outreach a.TOTAL b.WITH CURRENT FIRM 30 28 15. FIRM NAME AND LOCATION (City and State) Bermello Ajamil&Partners/Miami,FL 16.EDUCATION(Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION(State and Discipline) Master of Urban Planning,University of Puerto Rico Board of Governors,Greater Miami Chamber of Commerce; Master of Architecture,Tulane university Leadership Florida,SE Regional Council; Bachelor of Architecture,Tulane University Policy Advisory Council,Trust for Public Land. 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Over 30 years of experience in the fields of planning,public participation,governmental and media relations.Twenty-five of those years has been spent specifically in the public involvement field concentrating on transportation and infrastructure projects.Throughout her many years of experience,she has also established a network with state and local permitting entities.Ms.Garcia has extensive public outreach in Miami Beach, including the Scott Racow Youth Center,Sunset Harbor,City of Miami Beach Golf course,and the Cameo Theater. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Arch Creek Drainage Basin Outreach Methodology-Public Involvement Specialist- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami-Dade County,FL 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 2Check if project performed with current firm a. Ms. Garcia led the public involvement efforts for the Miami-Dade Department of Regulatory and Economic Resources (RER) Office of Resilience pilot program to test outreach methodologies for potential use in future Adaptation Action Areas.The project provided technical and outreach services to obtain input from residents on proposed flood resilient solutions for the Arch Creek Drainage Basin.Preparation of promotional flyers in English,Spanish,and Creole,meeting agenda,PowerPoint presentation,and leading the meeting and the polling survey (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $215MM Pump Station Improvement Program(PSIP)Miami-Dade County-Program, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Design&Construction Management and Support Services-Public Outreach Director 2021 2021 —Miami-node County Fl (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE (.r1Check if project performed with current firm b. The Pump Station Improvement Program was completed in 2021 and it included 15 rojects under its scope. Part of the Program Management Team in charge of the Pump Station Improvement Program and lead all the public outreach during the design and construction of each project. Ms. Garcia also provided the guidelines for enhancements of the pump stations and related street improvements. Assisted with permitting, research, and oversight of new or easements that need to be recorded or modified as well as interfaces with the different municipalities the program impacts. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED WASD Regional Pump Station CP-A Location Analysis Report-Planner and Public PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Involvement Specialist-Miami-Dade County,FL 2007 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm C. Assisted WASD with a location analysis to find a suitable location that would meet critical needs and allow projected development identified by the Downtown Miami DRI and the Miami Corridor Infield Plan.As part of the effort,close coordination took place with the City of Miami Planning Department,the District Preservation Office,the City Manager's office,and the Miami River Commission (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pinecrest Community Center Master Plan-Public Involvement Director-Miami,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2014 d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm Developed a Master Plan suitable for implementation of overextended phases as funding is allocated and/or the need for additional programming increases. A public outreach effort included hosting three charrette-style Community Meetings, surveying residents, and collecting public input. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED. Miami-Dade Expressway Authority(MDX)-Public Involvement Director and PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Communications Specialists-Miami-Dade County,FL 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e. Responsible for developing strategies and overseeing all public involvement and community awareness programs throughout the master planning and final design phases of MDX's projects.This has included strategic and extensive community awareness campaigns to reach the impacted communities. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (11) SUPPLEMENTAL SERVICES STANDARD FORM 330 - E: RESUMES __.__ tom■ STRUCTURAL 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 Structural Engineering a.TOTAL b.WITH CURRENT FIRM Steven M.Goldstein,PE,SECB,SI 37 12 15. FIRM NAME AND LOCATION (City and State) BCC Engineering,LCC/Miami,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MBA,1983 Cornell University Professional Engineer MS in Civil Engineering,1982 Cornell University Florida No.44423,1991 BS in Civil Engineering, 1981 Cornell University Texas No.142594,2021 Special Inspector License No.1070,1995 18. OTHER PROFESSIONAL QUALIFICATIONS(publications,Organizations,Training,Awards,etc.' Mr.Goldstein has 37 years of expenence in the design of buildings and other civil engineering structures.Mr.Goldstein's projects have ranged from high-rise towers,including the tallest building in Florida, large mega-resorts, single-family homes, miscellaneous alterations, repairs and renovations.Mr.Goldstein's designs have included hotels,office buildings,parking garages,condominiums,restaurants and retail establishments, casinos,hospitals and airports. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Beta Isla Apartments-Structural Engineer-City of Miami Beach,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a. Structural Engineer-of-Record and Threshold Inspector and is providing Structural Construction Documents,Construction Administration,and Threshold Inspections.Located on 3.5 acres of the northeast corner of Belle Isle,Bella Isla Apartments will be a new 172 unit 5-story luxury rental complex,totaling 310,000 square feet.The complex consists of a main building with units surrounding a central parking garage with 297 parking spaces and a separate residential building connected with a two-level walkway. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Araya Apartments-Structural Engineer-City of Miami Beach,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ( /�Check if project performed with current firm b•Structural Engineer-of-Record and Threshold Inspector and is providing Structural Construction Documents,Construction Administration,and Threshold Inspections.Araya Apartments will be a new four unit 5-story luxury rental building,totaling 13,000 square feet.The building,currently in permitting,consists of two-story units built over ground parking.Each unit has a double height volume and nine-foot balconies that wrap- around each unit.The building features a roof top amenity area with pool and landscaped green areas for residents to enjoy (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami Woman's Club Seawall and Baywalk(Project No.B-30731)-Miscellaneous Civil PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Engineering Services-Structural Project Manager-City of Miami,FL 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE C Check if project performed with current firm c. Structural Project Manager for the Seawall improvements and the new construction of a proposed walkway along the back of the Miami Woman's Club, 1737 North Bayshore Drive. Responsible for design of walkway behind Miami Woman's Club property, on Biscayne Bay connecting Doubletree Hotel and Margaret Pace Park.Walkway consists of the elevated concrete structure supported by piles driven into the floor of the bay.Existing seawall has been modified to accommodate walkway (I)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Central District Wastewater Treatment Plant—Project Manager-Structures—City of PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm d•Project Manager-Structures for the expansion of existing wastewater treatment plant to comply with legislation mandating discharge of treated water into ocean.Design includes an oxygenation train,five settling tanks,a headworks building,an odor control building,two electrical substations and nine injection well pads. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Bentley Bay Condominium-Special Inspector-City of Miami Beach,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2005 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e. Provided limited Special Inspector services for 20+story condominium and parking garage.The project has approximately 295,000 square feet of construction.Complexities of the project include shifted floor plates and unique trellis design for the parking garage STANDARD FORM 330(REV.7/2021)PAGE 2 33 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (1) STANDARD FORM 330 - E: RESUMES SUPPLEMENTAL SERVICES SEA WALLS] E. RESUMES OF KEY PERSONNEL PROPOSED FOR,THIS=CONTRACT (Complete one Section E for each key per'son.)` 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Christian Aquino,PE Sea Walls Engineering a.TOTAL b.WITH CURRENT FIRM 16 8 15. FIRM NAME AND LOCATION (City and State) BCC Engineering,LCC/Miami,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MS Civil Engineering,2008 Professional Engineer University of Miami Florida No.74647,2012 BS Civil Engineering,2007 Texas No.141819,2021 University of Miami Threshold Inspector,2021 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Mr.Aquino has 16 years of experience in design development through construction administration for a variety of project types in the private and public sector throughout Florida such as residential(single and multi-family),commercial,mixed-use,waste/wastewater treatment,municipal, institutional,parks and recreation,and highway(sign structures and bridges).Mr.Aquino also has experience in repair and rehabilitation projects using conventional and innovative solutions 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Fleet Management Seawall Assessment&Repair-Project Manager-City of Miami PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Beach,FL 2018 2018 (3)BRIEF DESCRIPTION(Brie(scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a•Project Manager for the assessment of the existing conditions and upon our assessment from land and water,it was determined that the soil beneath the walkway had completely washed away.The existing steel sheet pile had completely weathered away along the waterline for the entire length of the seawall which allowed for washout of the soil.Damage to the existing building wall was also encountered.Based on the assessment and report,it was recommended a new seawall be immediately constructed.BCC provided structural design,construction administration,and CEI services for a new king pile seawall (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Key West Bight Seawall-Project Manager and Engineer-of-Record -City of Key West, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) FL 2014 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE n Check if project performed with current firm b•Project Manager and Engineer-of-Record responsible for inspections and report preparafirans.Project consisted of performing a Structural Condition Assessment of approximately 1,800 linear feet of the existing seawall in the Historic Seaport at Key West Bight and provide repair recommendations (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami Woman's Club Seawall and Baywalk(Project No.B-30731)-Miscellaneous Civil PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Engineering Services-Project Engineer-City of Miami,FL 2019 (3)BRIEF DESCRIPTION(Brie(scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c. Project Engineer for the Seawall improvements and the new construction of a proposed walkway along the back of the Miami Woman's Club,1737 North Bayshore Drive.Participated in the design of walkway behind Miami Woman's Club property,on Biscayne Bay connecting Doubletree Hotel and Margaret Pace Park.Walkway consists of the elevated concrete structure supported by piles driven into the floor of the bay.Existing seawall has been modified to accommodate walkway (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Seawall Master Plan-Project Manager--City of Ft.Lauderdale,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2017 • (3)BRIEF DESCRIPTION(Brie(scope,size,cost,etc.)AND SPECIFIC ROLE 1✓I Check if project performed with current firm d•Project Manager-for the assessment of the comprehensive needs of the City's seawalls aI l banks,and development of a Seawall Master Plan. The Plan consisted of individual assessment reports for each component, as well as a report summarizing the findings and recommendations to included feasible solutions,impacts,and cost estimates.Seawall assessments included inspection of existing structures (above and below water),and recommendations for the seawall infrastructure in need of rehabilitation or replacement.The Plan also addressed potential structural modifications and bank needs to address the challenges associated with Sea Level Rise(SLR) (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami River Greenways-Project Engineer-City of Miami,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2014 (3)BRIEF DESCRIPTION(Brie(scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e. Project Engineer for the included planning,public involvement,design,and post-design services in the preparation of complete construction plans for six separately County-owned parcels which will provide continuity to the Miami River Greenway Network.The project included the construction of a 23'-0"wide pedestrian/bicycle shared use river-walk,including lighting,landscaping, and hardscape elements such as benches and trash receptacles.The project also included seawall design,drainage,maintenance of traffic,utility impacts,geotechnical, liahtina.permits,cost estimates.landscape architecture details,and all of the necessary incidental items for a complete proiect. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (1) SUPPLEMENTAL SERVICES STANDARD FORM 330 - E: RESUMES STORMWATER 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 Jorge M.Szauer,PE Stormwater Services a.TOTAL b.WITH CURRENT FIRM 21 5 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MSc Environmental and Water Resources Engineering,Florida Atlantic Professional.Engineer(PE),State of Florida University Florida Stormwater,Erosion,and Sedimentation Control Inspector Master of Business Administration,Florida Atlantic University (FDEP) BSc Civil Engineering,Andres Bello Catholic University 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Professional Civil Engineer with 21 years of experience in water resources planning,environmental resources,permitting,storm water management, site planning and site remediation.Expert in stormwater management,with multiple projects in retrofitting existing system,design of stormwater pipeline systems,pump stations and green infrastructure components.Extensive knowledge on environmental resource permit application process, having served as a Surface Water Management Division reviewer for several years at the South Florida Water Management District(SFWMD). 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Cairo Lane,NW 1271h Street Infrastructure Improvements Assessment-Stormwater PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Engineer of Record-City of Opa-Locka,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 7,1c Check if project performed with current firm a.Engineer of Record for the assessment of the stormwater improvement of along Cairo LanFalind NW 1271h Street.Responsible for the review and analysis of the data related to the drainage network along the project area including site reports,as-builts,shop drawings,hydraulic modeling report,site survey and geological data.The system consists of a gravity stormwater network including 33 catch basin,24-inch HDPE trunk lines,runoff treatment system to remove solids,oil and grease,and nutrients and an outfall discharging to the NW 127th Canal Mr.Szauer was responsible for providing recommendations for the final design and construction of the system. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Sunrise Harbor Stormwater Study-Technical Advisor-Coral Gables,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 Technical Advisor for the Sunrise Harbor Stormwater Study that included assessment of the-feasibility&cost/benefit of various measures to boost climate resilience for the community of Sunrise Harbor in the City of Coral Gables,FL.The main objective of the Sunrise Harbor Study was to improve flood protection and reduce existing flooding issues in the area.A critical component of this assessment was creating a calibrated and verified existing conditions model to assess the 5-yr 24-hr,and the 100-yr 72-hr design storm events. (1)TITLE AND LOCATION(City and State) • (2)YEAR COMPLETED DB19-DTPW-01-Department of Transportation and Public Works(DTPW)South Corridor PROFESSIONAL SERVICES CONSTRUCTION(If applicable) (South Dade Transitway)Rapid Transit Project-Stormwater Technical Advisor-Miami- On-going Dade County,Florida . (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [✓Check if project performed with current firm c'Technical advisor for the design of the stormwater improvements associated to a new pdrki'ng garage for the South Corridor(South Dade Transitway) Rapid Transit Project.This project served to improve and enhance the infrastructure, operations and safety along the South Corridor,which is one of the six corridors included in the Miami-Dade County Transportation Planning Organization's(TPO)Strategic Miami Area Rapid Transit(SMART)Plan.In August 2018,the TPO selected Bus Rapid Transit(BRT)as the Locally Preferred Alternative for transit service along this corridor,which runs along the South Dade Transitway from Dadeland South Metrorail station to Florida City for approximately 20 (1)'TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miscellaneous City-wide Stormwater System Improvements(Design and Permitting PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Services)-Engineer of Record-Coral Gables,FL 2019 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 17 Check if project performed with current firm d'Engineer of Record for the design to upgrade drainage systems within the City. 300 EngineWng provided engineer of record and permitting services for miscellaneous City-wide stormwater system improvements,including:exfiltration trenches,drainage wells,pipeline system and/or outfalls. 300 Engineering has delivered the required grading&drainage plans and construction documents for multiple stormwater projects, where our team has evaluated the existing condition of drainage infrastructure and designed the most cost-effective solution,tailored to :inch case's needs YEAR COMPLETED (1)TITLE AND LOCATION(City and State) (2) Drainage Improvements for the Public Safety Building for the City of Coral Gables- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Engineer of Record-City of Coral Gables,FL 2019 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm e. Engineer of Record for the design of over 400 LF of Exfiltration trenches,200 LF of solid pipe,9 manholes and 6 curb inlets.Close coordination with plumbing engineer was required due to the fast-track project. In addition, the geotechnical report determined that site was contaminated. MD-RER required monitoring wells be installed to monitor contamination and for 300 Engineering to be able to secure necessary permits STANDARD FORM 330(REV.7/2021)PAGE 2 35 DocuSign Envelope ID. 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - E: RESUMES SUPPLEMENTAL SERVICES GIS 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 Jasmine Perez,El,ENV SP GIS Services a.TOTAL b.WITH CURRENT FIRM 6 6 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BSc Environmental Engineering,University of Miami Engineering Intern(El),Florida Envision Sustainability Professional(ENV SP) 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Experienced in in GIS services,environmental engineenng,water resources,and wastewater collection and transmission systems.Proficient in the use of ArcMap Desktop, ArcMap Online, and a variety of ArcMap extensions and applications, as well as in geodatabase and shapefile creation/maintenance.Worked for several projects in Miami-Dade County,including:designing and evaluating sewer gravity systems,force mains, pump stations and providing GIS solutions.Experienced in eoprocessing tools for automating workflows and sequences of spatial data analysis. 1g. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Preliminary Desktop Assessment and Prioritization for a Small Water Mains Evaluation PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Project-Project Engineer-City of North Miami,FL 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ) Check if project performed with current firm a•The objective of this assessment was to develop a prioritization methodology and ranking-0f small water main improvements to serve as a guide for the City's small water main replacement efforts based on GIS.300 Engineering used GIS to analyze and map the City's data by specific attributes to better visualize the water distribution information.City's Water GIS was utilized to generate an inventory of the City's water mains, classified by pipe lengths,diameter size and material.Additionally. service point connections were estimated based on a geospatial analysis of the water main location with respect to the parcel data. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Water Distribution System Assessment and Optimization-Junior Engineer-City of Opa- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Locka-Miami-Dade County,Florida 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Check if project performed with current firm b. Junior Engineer for the assessment and optimization of the City of Opa-Locks water distribution system.Ms.Perez provided services including but not limited to:data collection,review and analysis of water system documentation,and creation and updates of a water atlas and GIS database for water assets.She was also part of an effort to review and analyze fire hydrant conditions,providing recommendations to bring them into compliance. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Meter Relocation Program-Junior Engineer-Miami-Dade County PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2016 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm C. 300 Engineering performed a study for the Miami Dade Water and Sewer Department(WASD)to summarize all efforts done to date regarding progress towards the Consumer Line Relocation(also known as the Meter Relocation Program).Ms.Perez was part of the team responsible for all project engineering and drafting services for the civil work related to this study.Ms.Perez developed Geographic Information System (GIS)based studies to assist in the elimination of dual water main systems as part of the County's water conservation efforts. (1)TITLE AND LOCATION(City end State) (2)YEAR COMPLETED 1,215M Pump Station Improvement Program (PSIP) Miami-Dade County - Program, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Design &Construction Management and Support Services-Project Engineer-Miami- 2021 2021 Dade Cunty,FL d (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RCheck if project performed with current firm Project Engineer for the upgrade of the Wastewater Collection and Transmission System(WCTS)including over 153 pump station and force main projects.Responsible for the required data collection and GIS data analysis for the preliminary design of pump stations and force mains, including pump motor selection,hydraulic analysis,review of pump station requirements and appurtenances as well as the interpretation of SCADA Data for I/I analysis and monitoring.Managed multiple pump station and force main design projects. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED W-2 Water Booster Pump Station Rehabilitation-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Project Engineer-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size.cost,etc.)AND SPECIFIC ROLE (Check if project performed with current firm e Project Engineer for the engineering,design,permitting,bid support and engineering servi during construction for the W-2 Water Booster Pump Station Rehabilitation project.The project includes:replacement and relocation of process piping and isolation valves(ranging from 12-inch to 24-inch in diameter),installation of new intake/discharge 24-inch water main,installation of new 3 ton crane and trolley system, structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility,flood and impact protection,upgrades to the ventilation and air conditioning system and generator replacement. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 yy r I SUPPLEMENTAL SERVICES STANDARD FORM 330 - E: RESUMES LANDSCAPE 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 Kirk J.Olney,RLA Landscape Architect a.TOTAL b.WITH CURRENT FIRM 20 12 15. FIRM NAME AND LOCATION (City and State) Bermello Ajamil&Partners/Miami,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) Bachelor of Landscape Architecture,The Ohio State University Registered Landscape Architect,State of Florida,Reg.No. LA0001705 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Kirk J.Olney is a Florida-registered Landscape Architect with over 20 years of in-depth experience managing landscape architectural and multi- disciplinary design,production,and construction projects.His experience in the design and implementation of parks,streetscapes,and roadway landscape design.His areas of expertise include master planning,conceptual design,production and management of construction documents, preparation of construction contract documents,and construction services. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Hollywood Beach Streetscapes-Landscape Architect-Hollywood,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm a.Mr.Olney was an integral team member and leader on a streetscape improvement project which included reconstruction of six streets on Hollywood Beach including undergrounding of overhead wires,new roadway cross-section,curbing,sidewalks,specialty pedestrian and vehicular paving,landscape,irrigation,and creation of pedestrian plazas adjacent to the Boardwalk. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED 95th Street Streetscape Improvements-Landscape Architect-Surfside,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ElCheck if project performed with current firm b. Mr.Olney worked with the team on design synthesis;prepared design development paving patterns;coordinated regulatory permitting through Florida Department of Environmental Perfection and Florida Fish and Wildlife;and prepared landscape and hardscape construction drawings for street improvements perpendicular to the Atlantic Ocean. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED NE 188th Street Roadway Widening&Streetscape-Landscape Architect-Aventura, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) FL 2015 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm C. B&A prepared the master plan for this 3.2-acre waterfront development for the City of Aventura and provided architecture, landscape architecture,and civil engineering for a 23,000 SF mixed-use recreational facility and related waterfront park.As Prime Consultants,B&A provided full reconstruction,design,permitting,project management,and construction administration services for half a mile of roadway, including a 2-to 4-lane divided roadway. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami Springs Aquatic Facility-Landscape Architect-Miami Springs,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2015 d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm B&A prepared a design criteria package for a new Aquatic Facility for the City of Miami Springs.The project includes the demolition of the existing pool, deck, building, and parking lot, a new hybrid pool, pool deck, pool building, multi-purpose building, parking lot, landscaping, and site improvements.B&A services include preliminary design,community presentations,community surveys,city council presentations,preparation of the design criteria package,assistance during the bidding phase,and owner's representative services during the construction phase. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Amelia Earhart Park&Community Center-Landscape Architect-Hialeah,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e' Amelia Earhart Park is a 515 acre regional suburban park located in north central Miami-Dade gunty and offers a number of recreational actives such as bike trails,water sports,skateboarding,fishing and a farm village and petting zoo.As a part of an expansion to better serve the community, B&A is designing a 30,000 square feet state-of-the-art intergenerational community center that includes:four(4)lighted,natural turf soccer fields with covered bleachers, an extensive pedestrian pathway system with mile markers, site furniture, a restroom for the mountain bike facility and rehabilitation an existing maintenance building STANDARD FORM 330(REV.7/2021)PAGE 2 37 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - E: RESUMES SUPPLEMENTAL SERVICES BENTHIC SURVEY 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 Alejandro Delgado Benthic Survey Services a.TOTAL b.WITH CURRENT FIRM 19 17 15. FIRM NAME AND LOCATION (City and State) Industrial Divers Corp.,Inc/Fort Lauderdale,FL 16. EDUCATION(Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION(State and Discipline) Bachelor of Science:Major History:Minors Business&Political Science, Surface Supplied Air Diving Supervisor#53818 Troy University-Montgomery OSHA 10 State of Florida Class B Commercial Driver's License Association of Diving Contractor Educators-Professional Commercial USCG Licensed Boat Captain Diving Program,Divers Institute of Technology 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Mr.Delgado has over 19 years of experience as a Dive Coordinator and experience on a wide variety of multifaced projects.He is particularly skillful in Scuba and surface-supplied diving and supervision in support of heavy marine construction operations(coffer dam prep.,bottom debris removal,etc),and diving and supervisory responsibilities. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) City of Miami Beach Fishing Pier-Dive Coordinator-Miami Beach,FL 2012 2015 (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE ©Check if project performed with current firm a. Benthic survey for transplantation of corals for mitigation for the demolition of the Miami Beach Fishing Pier.Task included recipient site surveys.Deployment of artificial reef modules.Transplantation of corals and 2 years of monitoring. (I)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Port Everglades Slip I-Dive Coordinator-Fort Lauderdale,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2019 b (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Check if project performed with current firm Benthic surveys for coral relocation:inspection of sheet pile lock repairs (I)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Port Everglades Turning Notch Artificial Reef-Dive Coordinator-Fort Lauderdale,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2018 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c. Planning and deployment of 1900 tons of boulders in 5 artificial reef piles for coral relocation as part of the mitigation for the Port Everglades Cargo Turning Notch Expansion Project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(If applicable) FDEP Osborne Tire Reef Mitigation-Dive Coordinator-Fort Lauderdale,FL On-going On-going d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm Removal of over 400,000 tires and counting from the defunct and failed artificial reef.Work includes surveys and coral identification For protection and future transplant project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Benthic Characterization Survey for Water Main-Dive Coordinator-Fort Lauderdale, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) FL 2015 (3)BRIEF DESCRIPTION(Brief scope.size.cost,etc.)AND SPECIFIC ROLE 2Check if project performed with current firm e. Benthic survey of 950' 125'corridor for water main crossing of ICWW.Survey to identify sea grass and protected coral species. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (6) SUPPLEMENTAL SERVICES STANDARD FORM 330 - E: RESUMES PROCUREMENT SUPPORT 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 Arthur Tillberg Procurement Support a.TOTAL b.WITH CURRENT FIRM 45 8 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MBA Management and Information Systems,Florida Atlantic University BS in Operations Research and Naval Science.United States Naval Academy 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications.Organizations,Training,Awards,etc.) Mr.Tillberg is a senior project and construction management expert with experience in major infrastructure projects.He has extensive experience in all aspects of capitol projects from inception, design, procurement, contracting to construction and government administration. Mr. Tillberg is highly knowledgeable of contract documents requirements(drawings and technical specifications)for complex infrastructure projects including,but not limited to treatment plants;water supply and distribution systems;wastewater collection&transmission systems;and ports. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Port Everglades Bulkhead Replacement-Lead Construction Manager-Everglades PROFESSIONAL SERVICES CONSTRUCTION(If applicable) City,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE RI Check if project performed with current firm a.This project is to provide design and construction management service for a series of bulMad replacement projects guided by the latest Port Everglades Master Plan Update.The projects include the replacement of approximately 9,000 linear feet of steel sheet pile bulkheads of various configurations and condition most of which were constructed in the 1950's and 1960's.His duties include to oversee deep-water marine structural engineering,corrosion protection,berthing and mooring analysis,civil and utility engineering,geotechnical investigations and foundation engineering,scour analysis and scour protection,bathymetric and topographic surveying, (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $1.9B USEPA Consent Decree Miami Dade County,Program,Design&Construction PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Management(PMCM)and Support Services—Senior Project Manager,Miami,FL 2019 On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE f Check if project performed with current firm b'+As a Senior Project Manager on this high profile fast paced program,Mr.Tillberg was assig to fast track five major projects totaling over $75 million.These projects involve the installation of over four(4)miles of new 54-inch force main,one mile of 60-inch force main,six(6)miles of 54-inch force main rehabilitation and upgrading of two (2) pump stations.All these projects have the earliest delivery dates within the program and are critical to the Department to maintain compliance. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Port Miami Bulkhead Strengthening Project Wharves 1 through 7-Chief of Constructior PROFESSIONAL SERVICES CONSTRUCTION(If applicable) -Miami,FL 2015 2015 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c. As Chief of Construction,he managed the installation of over 6,000 linear feet of deep-water bulkhead during which the Port continued full cargo operations. Project was necessary to prepare this cargo bulkhead for dredging to 50 feet as required to handle the newest and largest cargo vessels transiting the Panama Canal. This was a$57 million project completed within the original schedule of 960 days and within the original budget. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Port Miami Seaboard Marine Cargo Yard Redevelopment-Chief of Construction- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami,FL 2014 2016 d (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm As Chief of Construction,oversaw the replacement of approximately 65 acres of asphalt,including base and sub-base material, at the Seaboard Marine cargo yard.This$21 million project was accomplished in phases with minimal disruption to ongoing cargo operations. Seaport received incentive bonuses for on time completion. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Port Miami Area 3 Bulkhead Project-Chief of Construction-Miami,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2015 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost etc.)AND SPECIFIC ROLE Check if project performed with current firm e. As Chief of Construction developed an 800 linear ft.rip rap area into useable cargo wharf.With the installation of sheet pile,dead men,tie backs and concrete bulkhead cap.Provided infill and vibro-compaction to support cargo loads.Dredged area in front of new bulkhead to accommodate cargo vessels for Seaboard Marine STANDARD FORM 330(REV.7/2021)PAGE 2 - 39 DocuSign Envelope ID. 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 f- STANDARD FORM 330 - E: RESUMES SUPPLEMENTAL SERVICES ...r...— ARCHITECTURE E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13- ROl E!N THI C'lNI-2r'.i! 14. YEARS EXPERIENCE Saul G.Suarez,RA Architect a.TOTAL b.WITH CURRENT FIRM 47 15. FIRM NAME AND LOCATION (City and State) Bermello Ajamil&Partners/Miami,FL 16.EDUCATION(Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION(State and Discipline) Bachelor of Architecture,University of Florida Registered Architect,State of Florida Certified General Contractor,Florida Construction Industry Licensing Board,013330 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Mr.Suarez has over 47 years of architectural design and construction experience on a wide variety of multifaceted projects.He is particularly adept in the design of ports and major cruise line terminals,hospitality,residential,and multi-use/commercial facilities and components;projects for which he successfully integrates various forms of transportation,terminal operations,concession spaces,and a variety of other uses. 19. RELEVAN f PROJEETS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami-Dade Expressway Authority,SR 836,Eastbound Toll Plaza-Architect-Miami,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 1999 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm a. Architect for this award-winning facility,which is located on an existing expressway and includes two AVI lanes,six toll lanes,a canopy,a service tunnel,and a catwalk.Stainless steel and aluminum cladding provided MDX with the advantages of off-site prefabrication,rapid construction and installation,and minimum disruption for the public during this construction process. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED FDOT District 6 CS,Intelligent Corridor System Control Center-Architect-South Miami, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) FL (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Check if project performed with current firm b.Architect.Provided design services for this 32,000 SF facility which was the first of three plar�d for South Florida.The heart is an elliptical,2.5- story control room allowing maximum visibility of the 48 4'X4'highway monitors.Ten consoles send messages to drivers via electronic signs, divert traffic if necessary and organize police,fire,or other agencies.The facility has complete emergency support systems.Challenges included integrating an elliptical space within a rectangular building while providing optimal access to the video wall.In keeping with FDOT guidelines,the design is entirely metric. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Hollywood Boulevard Multimodal Center-Urban Planner/Designer-City of PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Hollywood,FL (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE FA Check if project performed with current firm c.B&A carried out the urban design and general architectural concept for the developmenraf the Hollywood Boulevard Inter-Modal Center. The Tri-Rail Hollywood Boulevard Station has experienced substantial increases in the number of users.With new,long-range Tri-Rail plans to double-track the existing single rail line,the number of commuters that will use the rail station is expected to increase substantially.The project occupies a full city block and contains a 1,200-car parking garage, 175 residential units,5,000 square feet of retail,and 125,000 square feet of office space (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Joseph Caleb Center New Courthouse Annex/Additions and New Parking Garage- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Project Architect-Miami,FL d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE EiCheck if project performed with current firm • Services are to identify green building strategies for Miami-Dade County's new two-story Courthouse,three-story parking garage,and retail located at the Caleb Community Center.Once completed,B&A will seek Silver certification,at a minimum,under the LEED Green Building Rating System of the U.S.Green Building Council New Construction.Mr.Suarez and the Team conducted LEED feasibility report analysis during schematic design and organized charette sessions.The new two-story courthouse has approximately 39,000 SF of public,semi-public spaces and private. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED International Fine Art College-Project Architect-Miami,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm C. Project consisted of the interior build-out of 60,000 square feet of ground floor space for a new Art Institute/IFAC within the existing Omni Center.Designed a new facade on the ground and second floor of the building along Biscayne Boulevard and N.E.15th street.This included the creation of new storefront windows to allow pedestrians to view the scholastic activities occurring in the art classrooms.In addition to the facade development,construction administration included both the interior build-out of the school and exterior improvements. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 SUPPLEMENTAL SERVICES STANDARD FORM 330 - E: RESUMES s GEOTECHNICAL + ENVIRONMENTAL ENGINEERING Ailltememem 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 Estela G.de Leon Aguilar,MS,PE Geotechnical Engineering Services a.TOTAL b.WITH CURRENT FIRM 9 6 15.FIRM NAME AND LOCATION (City and State) Universal Engineering Sciences,LLC/Medley,FL 16.EDUCATION(Degree and Specialization) 17,CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS,Civil Engineering Professional Engineer-FL#83307 MS,Civil/Geotechnical Engineering 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations.Training,Awards,etc.) Women in Deep Foundation Committee-Recruitment Lead 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Tema Mar Bridge-Professional Engineer/Geotechnical Department Manager- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2020 Pompano Beach,FL (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Check if project performed with current firm a.Professional Engineer/Geotechnical Department Manager for the repair of the existing ttrawalls along the Terra Mar Bridge in Pompano Beach,Florida.Estela performed a Geotechnical Exploration consisting of four standard penetration test borings to depths of 25-feet below existing site grade. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Geotechnical Engineer-Miami Beach,FL 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Check if project performed with current firm bGeotechnical Engineer for the installation of two 30-inch FM subaqueous canal crossing undethe Flamingo Waterway. Universal Engineering provided geotechnical engineering services for the design of the subaqueous crossing.STP borings and rock coring testing were performed to a depth of 50-ft.Geotechnical recommendation for the HDD design were provided (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED W-2 Water Booster Pump Station Rehabilitation-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Professional Land Surveyor-Miami Beach,FL 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm C.Geotechnical Engineer for the W-2 Water Booster Pump Station Rehabilitation project iversal Engineering provided geotechnical engineering services for the design of the replacement of the yard piping.STP borings were performed to a depth of 15-ft.Geotechnical recommendation for the pipeline installation were provided (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED FDOT T4532-Professional Engineer/Geotechnical Department Manager-Palm PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Beach County,FL 2019 d (3)BRIEF DESCRIPTION(Brief scope,size.cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm Professional Engineer/Geotechnical Department Manager for the reconstruction,widening,and resurfacing of the existing Camino Real Bridge located in Boca Raton,Florida.Estela was responsible for the creation of a vibration monitoring control plan,as well as review of all vibration logs and completion of the bi-weekly vibration monitoring reports • (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Water Main and Force Main Replacement on Sunset Islands-Professional Land PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Surveyor-Miami Beach,FL On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e' Geotechnical Engineer for the installation of an 8-inch water main and 10-inch force mai baqueous canal crossings under Sunset Lake Universal Engineering provided geotechnical engineering services for the design of the subaqueous crossing.STP borings and rock coring testing were performed to a depth of 60-ft.Geotechnical recommendation for the HDD design are being provided STANDARD FORM 330(REV.7/2021)PAGE 2 41 DocuSign Envelope ID, 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 0 STANDARD FORM 330 - E: RESUMES SUPPLEMENTAL SERVICES SURVEYS 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 Odalys Bello, PSM,CFM,MS. Surveying and Mapping Services a.TOTAL b.WITH CURRENT FIRM 29 7 15. FIRM NAME AND LOCATION (City and State) Bello&Bello Land Surveying/Miami, FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) Bachelor's Degree in Land Surveying and Mapping Photogrammetric Professional Land Surveyor&Mapper LS6169/2001 Engineer/Master of Science. Certified Floodplain Manager/2018 Siberian Academy of Geodesy,Cartography and Remote Sensing FDOT TTC-MOT Certified/2020 Novosibirsk,Russia/1991. ASE Lean Six Sigma Green Belt Certified/2015 NOAA Coastal Inundation Mapping Trainee/2019 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Experienced in directing and preparing surveys for multiple purposes and has mastered the integration of basic surveying principles and practices with the most advanced technologies for producing Boundary and ALTA/NSPS Surveys for land acquisitions;Right of Way Mapping;Topographic Surveys for, water,wastewater, power and gas distribution stations; Horizontal/Vertical control network establishments; Lay-Outs, construction monitoring and As-Built Certifications;Single/Multi beam Bathymetric-Hydrographic Surveys;among many others 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Bayshore Park Water Main and Force Main Replacement-Engineering and Design PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Services-Professional Land Surveyor-Miami Beach,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a.Professional Land Surveyor for the replacement of a 20-inch water main and 30-inch force in within the Bayshore Park project area.Belllo and Bello provided topographic survey,UAS aerial mapping and subsurface utility exploration for this project,that included right of way lines establishment,cross sections every 100 Ft,utility location,determining invert elevations,pipe size,material and directions,depiction of traffic lines,signs,and location of all relevant matters along the project area (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Professional Land Surveyor-Miami Beach,FL 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost etc.)AND SPECIFIC ROLE Check if project performed with current firm b'Professional Land Surveyor for the installation of two 30-inch FM subaqueous canal crossinTnder the Flamingo Waterway. Belllo and Bello provided topographic survey,UAS aerial mapping n for this project,that included right of way lines establishment,cross sections every 100 Ft,utility location,determining invert elevations,pipe size,material and directions,depiction of traffic lines,signs,and location of all relevant matters along the project area The waterway survey included full depiction of the channel from seawall to seawall.Data was collected using HYPACK 2020 employing SR Surveyor M1.8 Autonomous Survey Vessel with intear ted INS.. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED W-2 Water Booster Pump Station Rehabilitation-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Professional Land Surveyor-Miami Beach,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check If project performed with current firm C.Professional Land Surveyor for the W-2 Water Booster Pump Station Rehabilitation project.Be combined aerial phinotogrammetnc methods, conventional surveying(GPS/RTK)and 3D-Laser Scanning to prepare a Boundary and Topographic Survey of the entire 3.2 Ac Tract.SUE ncluded GPR/RD utility designation and softdigs(vaccum excavation)for determining precise location of existing pipelines.Topography ncluded determining invert elevations of existing manholes and drainage structures. A High Definition Survey (3D Laser Scanning) was conducted inside the station for preparation of accurate As-Builts of the facility (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Pump Station 1 Rehabilitation and Hardening-Engineering and Design Services- PROFESSIONAL SERVICES CONSTRUCTION(If-applicable) Professional Land Surveyor-Miami Beach,FL On-going d (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm Professional Land Surveyor for the rehabilitation and hardening of the regional pump station PS-1.B&B combined aerial photogrammetric methods, conventional surveying (GPS/RTK) and 3D-Laser Scanning to prepare a Boundary and Topographic Survey of the entire site. Topography included determining invert elevations of existing manholes and drainage structures.A High Definition Survey(3D Laser Scanning) was conducted inside the station for preparation of accurate As-Builts of the facility (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Water Main and Force Main Replacement on Sunset Islands-Professional Land PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Surveyor-Miami Beach,FL 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE r Check if project performed with current firm a. Professional Land Surveyor for the installation of an 8-inch water main and 10-inch force m ubaqueous canal crossings under Sunset Lake Bello and Bello provided topographic survey,UAS aerial mapping n for this project,that included right of way lines establishment, cross sections every 100 Ft,utility location,determining invert elevations,pipe size,material and directions,depiction of traffic lines,signs,and location of all relevant matters along the project area The waterway survey included full depiction of the channel from seawall to seawall. Data was collected using HYPACK 2020 employing SR Surveyor Ml,8 Autonomous Survey Vessel with integrated INS. STANDARD FORM 330(REV. 7/2021)PAGE 2 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 SUPPLEMENTAL SERVICES STANDARD FORM 330 - E: RESUMES STORAGE TANKS 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 Alexander Ciasca,PE Storage Tanks a.TOTAL b.WITH CURRENT FIRM 16 7 15.FIRM NAME AND LOCATION (City and State) CROM,LLC-Corporate Office Gainesville,FL-Regional Office-West Palm Beach,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) UNIVERSITY OF FLORIDA,GAINESVILLE,FLORIDA Professional Engineer-FL,TX,LA,MS Bachelor of Science in Environmental Engineering 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Advanced skills developed in marketing, sales, and management of-construction projects. Comprehensive understanding of the engineering design and construction details required in the prestressed concrete tank industry,as well as the coordination between government agencies, owners,engineers,and contractors to ensure the successful development of projects.Focused on details and dedicated to delivering clients a product constructed safely,ahead of schedule,and held to the highest industry standards. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED District 1 B 1 High Service Pump Stations and Ground Storage Tank Construction- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Project Manager-Fort Lauderdale,FL 2021 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ❑r Check if project performed with current firm a. Construction of (1) 1,500,000 Gallon Ground Storage Tank as a Subcontractor under RJ Sullivan Corp for Broward County Water and Wastewater Services (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED District 3A High Services Pump Station and Ground Storage Tank Construction—Project PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Manager—Dania Beach,FL 2022 2022 b (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm Construction of (1) 2,500,000 Gallon Ground Storage Tank as a Subcontractor under RJ Sullivan Corp for Broward County Water and Wastewater Services (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED District 2A-Ground Storage Tank Construction-Project Manager-Pompano Beach, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) FL 2020 2020 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE 2 Check if project performed with current firm c. Construction of(1)5,000,000 Gallon Water Storage Tank as a Subcontractor under RF Environmental Services,Inc.for Broward County (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED NRWWTP-Facility Improvements-Solids-BCWWS Project No.100914(9195) PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Concrete Repair Subcontractor-Project Manager-Pompano Beach,FL On-going On-going d.(3)BRIEF DESCRIPTION (Brief scope.size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm Concrete Repairs on Secondary Digester No.1,Primary Digester No.1,Primary Digester No.2,Primary Digester No.5,and Primary Digester No. 4 as a Subcontract under Southland Painting Corp for Broward County Board of County Commissioners. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Water Storage Utility Tanks, Inspections, Preventative and Corrective Maintenance, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Term Contract SS105091 3--Project Manager-Palm Beach County,FL On-going On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ©Check if project performed with current firm e. Provide Inspections, preventative and corrective maintenance, repairs, modifications and coatings as needed on Palm Beach County BOCC's Crom Tanks. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - E: RESUMES SUPPLEMENTAL SERVICES TRANSPORTATION + TRAFFIC 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 Francisco J.Alonso,PE Transportation&Traffic Services a.TOTAL b.WITH CURRENT FIRM 20 15. FIRM NAME AND LOCATION (City and State) A.M.I Engineering,LLC/Miami,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS,Mechanical Engineering,University of Miami Professional Engineer(PE),Florida 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training.Awards,etc.) Professional Engineer with over 20 years of experience in management,planning,design,permitting and construction of municipal and Site Civil Engineering projects which include traffic and transportation projects,site planning and engineering,vertical facility design,water and sewer design,storm-water master planning,storm-water design,traffic calming,and general roadway design.In addition,he has provided professional engineering services for clients such as the FDOT,SFWMD,FDEP,several Miami-Dade County Departments,Monroe County,and as a consultant managing capital projects for various municipalities. 19. RELEVAN f PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Stock Island Comprehensive Drainage and Roadway Improvements Projects-Project PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Manager and Engineer of Record-Monroe County,FL 2017 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a• The project included the design,permitting and bidding assistance of the repair,reconst on,and retrofit to current standards of nearly 2 miles of roadway through Stock Island. The work includes raising roadway elevations to begin addressing Sea Level Rise adaptation and added pedestrian connectivity throughout the island along with milling and resurfacing of all roads, drainage and lighting upgrades. Roadway design,reconstruction,and permitting through the County and SFWMD were required along with coordination with the USACOE and the local utility agencies. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Relocation of Atlantic Boulevard at Higgs Beach Park-Project Manager-Key West,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2019 N/A (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE El Check if project performed with current firm b•The work entails a complete redesign of the park including a new roadway with higher eleons to address Sea Level Rise adaptation,new parking lots and walkways, relocation of the dog parks, all landscape, hadscape, and lighting, as well as the associated drainage improvements. In addition,this project included additional task to assist the County with the replenishment of the sandy beach involving the placement of sand above and below mean high water.Services include managing the regulatory permitting process,design needed to cunnort the nprmit and rnnctriirtinn ohnsa enninPerinn sPrvirec (1)TITLE AND LOCATION(City end State) (2)YEAR COMPLETED NW 107th Avenue Reconstruction and Expansion Project from NW 138th Street to NW PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 168t Street DB19-DTPW-02-Project Manager and Engineer or Record-Miami-Dade County.FL 2021 On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm C•Complete oversight of the design and permitting including managing the regulatory perm1,111,ig process.This Design Build project for Miami- Dade County DTPW entailed the complete reconstruction of the NW 107th Avenue between NW 138th Street and NW 168th Street.The project included the expansion of a new 5-lane typical section of the roadway through a currently undeveloped wetland.The project included the widening of the existing 2-lane rural section to the ultimate 5-lane typical urban section.In addition, the project entailed a complex storm-water management system and construction of a new 60'wide Canal along the west side of the project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of North Miami,NE 125th Street Streetscape Improvements-Project Manager PROFESSIONAL SERVICES CONSTRUCTION(If applicable) and Engineer or Record-North Miami,FL 2021 On-going d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE OCheckiif project performed with current firm The project included a new median on the roadway along with strategically placed bulb-outs and bus shelters to provide a more attractive environment for pedestrians and transit users along the City's busy Downtown Corridor between NE 6th Avenue and NE 10th Avenue. The project also include milling and resurfacing of the main roadway,signing and pavement marking improvements and a complete landscaping and irrigation system. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED City of West Miami Citywide Traffic Calming Improvements-Project Architect-west PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami,FL 2018 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e• Design and construction administration of the roadway reconfiguration and improvemenProject for the implementation of the Citywide Traffic Calming masterplan.Mr.Alonso was the Engineer of Record and Project Manager for the complete project and responsible for the design preparation and permitting of traffic calming and streetscape improvements at various intersections throughout West Miami.The design and construction phase services included the installation of 18 Traffic Circles, 3 speed tables, and 1 raised and channelized intersection along with the associated roadway restoration,pedestrian walkways,signage,landscape,and lighting. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID: 14F5764B-C389-4EFF-BE6B-714A86DFAFAB fl") SUPPLEMENTAL SERVICES STANDARD FORM 330 - E: RESUMES PROJECT CONTROLS 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 Ramon R.Betancourt Project Controls a.TOTAL b.WITH CURRENT FIRM 31 4 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16.EDUCATION(Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BS,Construction Management,Florida International University 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc) Mr.Betancourt has over 30 years of combined experience in the engineering and construction industry in the area of project management and project controls in a multicultural and multidisciplinary environment.He brings extensive experience in various infrastructure projects,with expertise in water/wastewater and aviation projects.He is experienced in managing project controls from the beginning of the projects through construction and close out,including multidisciplinary coordination of A/Es,contractors,and stakeholders. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Water Capital Improvement Program Management-Project Controls Lead-City 0 PROFESSIONAL SERVICES CONSTRUCTION(If applicable) North Miami Beach,FL On-going On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a 300 Engineering is providing support to NMB Water's CIP planning and implementatidrrneeds. Project goals include evaluation and implementation of Program&Project Management Plans,standardizing core project management processes,tools,and systems across the CIP,Overseeing work by third-party consultant firms and construction contractors under contract with the City throughout the project delivery life cycle, from project definition through startup and commissioning,provide recommendations on KPls, and being flexible and adaptive to emerging needs and unforeseen conditions,among others. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $215MM Pump Station Improvement Program (PSIP) - Program, Design & Construction PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Management and Support Services -Program Scheduler/ Cost Estimator-Miami-Dade 2021 County,FL 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm b. Mr. Betancourt served as Program Scheduler/Cost Estimator for the PSIP, which is dedicated to the assessment, rehabilitation, and improvement of the wastewater pump stations that have been classified as out of compliance by the United States Environmental Protection Agency(USEPA).Mr.Betancourt was responsible for program cost control and estimating,maintaining and updating schedules,creating cash flow monitoring reports,and tracking the project's progress. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Miami International Airport Fourth Runway 8R-26L - North Terminal Development PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Program (NTD) and MDAD Capital Improvement Program (CIP) -Project Controls - 2016 2016 Miami,FL (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c Mr. Betancourt's duties included budget evaluations (including change orders and budget transfers), analysis of construction schedule phasing,preparation of master program schedules using Primavera to monitor projects progress in construction as well as budget for the CIP, monitoring planning,design,bid&award,construction and close out process project schedules for the CIP,and performance of analysis of the NTD Budgets for the CIP. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED Engineering and Geological Services for Water, Wastewater, and Reclaimed Water PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Planning-Project Scheduler/Cost Estimator-Miami-Dade County,FL 2017 d.(3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm As part of WASD's Integrated Master Plan for Water,Wastewater,and Reclaimed Water,300 Engineering was selected to provide various professional engineering services,such as planning,preliminary design,flow projections,hydrogeological evaluations,among others,required to address comprehensive planning objectives for the County's water and wastewater infrastructure.Mr.Betancourt provided scheduling and cost estimating for this project. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED $2.5MM Airport Security Check Points Program-Project Manager-Miami International PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Airport,FL 2014 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE ❑Check if project performed with current firm e. The Airport Security Check Points Program consisted of new,refurbish and or relocate all the security check points at MIA.After September 2001,the TSA required all the check points to be operated with the new TSA guidance for public safety.The new requirement consisted of new electrical design to support the new search machine installation,increase the square footage per check point to accommodate large passenger traffic during peak hours.Installation of new life safety devices in close coordination with the Fire Department. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID. 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - E: RESUMES SUPPLEMENTAL SERVICES CEI 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 Andres F.McEwen,CGC,MS Senior Inspector a.TOTAL b.WITH CURRENT FIRM 8 8 15. FIRM NAME AND LOCATION (City end State) 300 Engineering Group,P.A./Coral Gables,FL 16.EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) MSc Water Resources,Groundwater Hydraulics,Advanced Hazardous Certified General Contractor 1519440 Waste,Open Channel Hydraulics,Florida International University OSHA 10 Hour Certified OSHA 30 Hour Certified BSc Environmental,Water Resources,Hydraulic,Water Supply and Wastewater Engineering,Florida International University 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Experienced in Civil Engineering in the fields of wastewater treatment pant field inspections,water and sewer pump station and pipelines systems, compliance and regulations.As a Construction Engineer has been responsible for review submittals,shop drawings, RFls,Payment Application, claims,change orders,and coordination with Engineer of Record. In addition,as Construction Inspector,Mr.McEwan has inspected work,quality and materials used in a variety of wastewater treatment plant projects during various stages of construction and/or reconstruction. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED CD 1.02Oxygen Production Upgrades-Construction Engineer/Inspector-South District PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Wastewater Treatment Plant,Miami Dade County 2022 2022 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE r Check if project performed with current firm a-Construction Engineer/Inspector responsible for coordination with contractor, submttals management, RFIs and Shop drawings, constructability review, pay application reviews, daily inspections, performing safety reports, communicating, and coordinating with Contractor and Consultant to expedite inspection work.The project consists of the Oxygen Production Facilities upgrade,required to install a new 125-ton centrifugal compressor(Compressor No.4)and the upgrade/overhaul of the existing Compressor No.3 from 100-ton to 125- tons.These modifications will allow the plant to meet current and future capacity requirements and provide for redundancy. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED CD 1.03 Oxygenation Basin No. 6 Rehabilitation-Construction Engineer/Inspector -PROFESSIONAL SERVICES CONSTRUCTION(If applicable) South District Wastewater Treatment Plant,Miami Dade County,FL 2018 2018 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm b'Construction Engineer/Inspector responsible for coordination with contractor, subm�ls management, RFIs and Shop drawings, constructability review, pay application reviews,maintaining daily personnel schedules, maintain photographic records, producing daily inspection reports, inventory of equipment, ensure adherence to safety protocols for confined space entry, verification that inner tank surfaces are in compliance with EOR's recommended Concrete Surface Profile(CSP).The project consists of rehabilitating the oxygenation basin number 6 at the South District Wastewater Treatment Plant. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED CD 1.05.1 Effluent Wet Wells No. 1 & 2 and Drain Lines Rehabilitation Project-PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Construction Engineer/Inspector -South District Wastewater Treatment Plant, Miami 2022 2022 Dade County,FL (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm C-Construction Engineer/Inspector responsible for maintaining daily coordination with cortmktor, submittals management, RFIs and Shop drawings, constructability review, pay application reviews, personnel schedules, communication and coordination with WWTP staff, producing daily inspection reports on Proliance software,and inventory of equipment.The project consists rehabilitation of the effluent wet well basins number 1 and 2 at the South District Wastewater Treatment Plant,including high pressure water washing,sandblasting,repairing concrete surface and epoxy recoatinq columns, baffles, walls,floor and the underside of the wet well roof slab. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED CD 1.09 Fog Removal Facility Upgrades- Construction Engineer/Inspector-South PROFESSIONAL SERVICES CONSTRUCTION(If applicable) District Wastewater Treatment Plant,Miami Dade County,FL 2019 2019 d (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE I- Check if project performed with current firm Construction Engineer/Inspector responsible for maintaining daily coordination with contactor, submittals management, RFIs and Shop drawings,constructability review, pay application reviews, personnel schedules, communication and coordination with staff.The project consists of the installation of a bridge crane with supporting structure with pile foundations and associated utilities relocation and truck loading area,a hot water supply and distribution system,concrete channels and rock boxes,and truck dumping and washout pad modifications. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED CD 1.12 Chlorine Contact Chamber Rehabilitation and Sluice Gate Replacement- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Construction Engineer/Inspector-Miami Dade County,FL 2021 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost.etc.)AND SPECIFIC ROLE Check if project performed with current firm e• Construction Engineer/Inspector responsible to coordinated with contractor, engineer- ecord, managed submittals, shop drawings, change orders,tracked delivery of materials and monitoring of availability of necessary materials,equipment and personnel,producing daily inspection reports, inspection of construction, and verification that work was being performed in accordance to contract specifications.The project consists in the rehabilitation of the baffle walls within the Chlorine Contact Tanks (CCTs) at the South District Wastewater Treatment Plant including high pressure washing,sandblasting,repairing and recoatinq concrete and masonry walls and slabs. STANDARD FORM 330(REV.7/2021)PAGE 2 DocuSign Envelope ID. 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 SUPPLEMENTAL SERVICES STANDARD FORM 330 - E: RESUMES CEI 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 Mario A.Vargas,PE Construction Manager a.TOTAL b.WITH CURRENT FIRM 9 9 15. FIRM NAME AND LOCATION (City and State) 300 Engineering Group,P.A./Coral Gables,FL 16. EDUCATION(Degree and Specialization) 17.CURRENT PROFESSIONAL REGISTRATION(State and Discipline) BSc Civil Engineering,Florida International University Professional Engineer,Florida OSHA 30 Hour 18. OTHER PROFESSIONAL QUALIFICATIONS(Publications,Organizations,Training,Awards,etc.) Professional Engineer with over nine years of experience in the construction management&inspection of water&sewer projects.Experienced with respect to inspection,pre-construction conferences,shop drawing review,change order reviews,progress payments,managing meeting and project documentation, owner and customer representation. Skills include planning, modeling, designing, bid documents & specifications preparation,and construction management services for potable water infrastructure,and sanitary sewer systems and treatment projects. 19. RELEVANT PROJECTS (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED WASD's CD2.08/CD2.10/CD2.01(3)"Plant 2,Secondary Clarifiers,Return Sludge PS and PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Electrical Improvements"-Construction Manager-CDWWTP Virginia Key,FL On-going On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm a•Construction Manager for the project that consists of furnishing materials,labor,and equip/Tent necessary for the construction of RAS Pump Stations No.1-5,Electrical Building RAS No.1 &2,Electrical Building RAS No. 3,4,&5,Electrical Substations 9 and 10,and the construction of a replacement building for the odorizing chemical system at the CDWWTP. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED WASD's CD2.08(3)"Clarifier Basin No.2,No.3 and No.9 Structural Rehabilitation"- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Construction Engineer-CDWWTP Virginia Key,FL On-going On-going (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm bConstruction Engineer for the project that consists of furnishing all materials,labor and equiptrent necessary to rehabilitate the Plant 2 Clarifier Basin No.2,No.3 and No.9 at the CDWWTP.The Work includes:Water pressure cleaning(4,000-5,000 psi),Abrasive Blast Cleaning,High/Ultra High-Pressure Jetting(Min.25,000psi),and/or Mechanical Cleaning to all concrete surfaces:walls,columns,floor,gutters and troughs of the clarifier.Additionally,the application of an epoxy cementitious mortar,primer coat and two coats of 100%solid epoxy coating(32-40 Mils total)on all concrete walls,columns,floor,nutters and trouahs of the clarifier. WSD TITLE CD2.17'Chlo AND LOCATIONnna ion Facilities"and -Construction Engineer-CDWWTP Virginia (2)YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION Of applicable) Key,Dade County,FL 2021 2021 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm c'Construction Engineer for the project that consists of the construction of new chlorination ffailities at the CDWWTP.The facilities will replace the existing chlorine gas facilities used for disinfection throughout the plant.The purpose of the facilities will be to provide storage of concentrated liquid sodium hypochlorite which will be pumped to the necessary discharge points throughout the plant by metering pumps. (1)TITLE AND LOCATION(City and Stale) (2)YEAR COMPLETED WASD's CD2.10"RAS Header Pipeline"-Senior Inspector -CDWWTP Virginia Key, PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Dade County,FL 2017 2017 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE [Check if project performed with current firm d Senior Inspector for the project that consists of furnishing all materials, labor, and equipment necessary for the installation of new return activated sludge(RAS)header piping for the RAS Pump Stations at Plant 2 of the CDWWTP located in the City of Miami at 3989 Rickenbacker Causeway at Virginia Key.The project generally consists of installation of the RAS Header Piping(16-inch,20-inch,24-inch,30-inch,36-inch, 42-inch,and 48-inch),existing RAS Pump Connection,Chlorine Injection,and connection to existing Pump Station. (1)TITLE AND LOCATION(City and State) (2)YEAR COMPLETED WASD's CD2.03/2.04"Plant 1 &2 Headworks Upgrade"-Construction Engineer- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) CDWWTP Virginia Key,FL 2019 2019 (3)BRIEF DESCRIPTION(Brief scope,size,cost,etc.)AND SPECIFIC ROLE Check if project performed with current firm e. Construction Engineer for the project that consists of the rehabilitation of the Plant 1 and Pgt 2 Headworks Facilities at the CDWWTP. The project consists of following components to include Consent Decree (CD) and Capital Improvement Plan (CIP) projects: CD 2.03- Headworks Improvements at Plant 1, CD 2.04- Headworks Improvements at Plant 2, CD 2.18- Air Scrubber Building 1 and Building 2 Improvements,and CD 2.24-Gas Monitoring Improvements at Plant 1 and Plant 2-Headworks and Air Scrubber STANDARD FORM 330(REV. 7/2021)PAGE 2 DocuSign Envelope ID. 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 r) STANDARD FORM 330 - F: PROJECTS A 1( 1 PUMP STATIONS CATEGORY A F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (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 Water Booster Pump Station W-2 Rehabilitation and Hardening/City of PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami Beach, FL On-going 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 Dept Mariana Evora, PE 305-240-9932 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) Pump Station W-2 is located at the intersection of 75th Street and Dickens Avenue,and it boost pressures in the system by drawing water from the two 4 MG above ground (2) tanks located in the facility.The pump station includes an above-grade pump building which houses three(3) booster pumps and a pressure control valve,with a total installed capacity of 14,000 gpm.The electrical service to the pumps is provided from a separate electrical building(located at the same site)that houses the electrical gear,VFDs and diesel emergency generator. The rehabilitation and hardening of the booster Pump Station W-2 has been deemed as a high priority project for the City.The CIP process pipes and yard pipping are above their expected useful life, present severe corrosion and are in need of replacement, the pumps and motors also exceeded their life expectancy and need to be replaced. In addition, the City received a grant from the State of Florida to harden its critical infrastructure.The rehabilitation and hardening of this pump station has an estimated construction cost of$2.2MM and includes: • Replacement and relocation of the cast iron process piping. The discharge �) header shall be relocated to a more accessible location within the of the pump station building • Replacement of the pumps suction header and suction lines to each pump • Replacement of the intake isolation valves located within the pump station f 7. • Installation of a new intake/discharge water main up to the pump station property let line. — w , • Replacement of the pump station yard piping ' • Installation of a temporary skid mounted by-pass system to ensure uninterrupted 14/111 water services during construction • Installation of permanent by-pass connections to increase pump station resiliency • • Pumps and motors replacement • � • On-site generator replacement • Hardening of the pump station building with the installation of new flood doors and impact resistant windows • Hardening of the electrical/generator rooms with the installation of new flood doors,and impact resistant louvers • HVAC improvements with replacement of outdated and out of compliance ventilation and air conditioning equipment 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group, P.A. Coral Gables,FL Prime Consultant (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b•Bello&Bello Miami, FL Subconsultant-Survey Services (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE Subconsultant-Geotechnical c•Universal Engineering Miami, FL Investigation (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 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1.1) A ® STANDARD FORM 330 - F: PROJECTS i1MINI PUMP STATIONS CATEGORY A F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 2 Complete one Section F for each prof _ 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Pump Station 1 Rehabilitation and Hardening/City of Miami Beach,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) On-going 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 Dept Mariana Evora,PE 305-240-9932 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope.size.and cost) Pump Station 1 is a dry-pit pump station with four (4) 150 HP Fairbanks Morse pumps Model 12-2446,with 22.85-inch impellers operating at 885 rpm.These variable speed pumps operate on VFDs.The pumps are operating at a rated point of 5,250 GPM at 103 ft TDH each,with a total installed capacity of 21,000 gpm.Pump Station 1 receives flows from its own basin and also repumps flows that are generated from PS2,PS4,PS5,and PS30 and received through a 36-inch gravity main.These flows are then pumped through a 30-inch force main which directs the wastewater through the City's force main system towards Miami-Dade County CDWWTP.The pump station has two(2)wet wells,one(1)on-site 625 kVA emergency generator,and an above ground electrical room. Most of the process mechanical,electrical,instrumentation&controls,as well as the HVAC equipment have reached the end of their useful life,are corroded and present challenges for the City's O&M staff to maintain and operate.Some of the isolation valves on the pumps suction lines do not work properly. In addition, the City has been awarded a grant through the Rebuild Florida Critical Facility Hardening Program(RFCFHP)to implement hardening and storm proofing measures to this critical facility. The pump station rehabilitation scope includes replacement of pumps & motors, seal water system, pipping & valves, control panels, VFDs, ,,,. y) instrumentation and wet-well coating.The hardening scope includes HVAC r improvements, generator replacement, accessibility improvements, storm proofing (flood, wind and impact protection). Coordination for the :.'' installation of the City's new SCADA system is required for this pump station as well.300 Engineering worked with the City of Miami Beach to evaluate the .g project as defined by the CIP, along with the hardening goals, to ensure all f critical features could be completed within the available budget.In addition, 300 Engineering assisted the City in verifying no conflicts existed between the _ - ` two scopes.The estimated construction cost is$3.3MM.Key scope elements for this project include: . 4., i'... . • Complete rehabilitation of a sanitary sewer pump station -a • Resiliency and sustainability design for hardening of critical F V _-`',\, infrastructure • Evaluation of the CIP projects 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a• 300 Engineering Group,P.A. Coral Gables,FL Prime Consultant (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b. Bello&Bello Miami,FL Subconsultant—Survey Services (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE C. (1)FIRM NAME (2)FIRM LOCATION(City and Slate) (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 49 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Air ul STANDARD FORM 330 - F: PROJECTS A I I '4 PUMP STATIONS PUBLIC OUTREACH CATEGORY A,H F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S '20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. 3 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED $215M Pump Station Improvement Program(PSIP)-Program,Design& PROFESSIONAL SERVICES CONSTRUCTION(if applicable) Construction Management and Support Services/Miami-Dade County,FL 2021 2021 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Rolando Roque,PE 786-552-8129 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) is I • l I • WASD established a Program and Construction Management for the implementation of the PSIP to upgrade the Wastewater Collection and Transmission System(WCTS),which involves 153 projects(118 pump stations and 35 force main projects),plus an Infiltration and Inflow(I/I)reduction program for over 50 sewer basins.Pump stations required certification of meeting a nominal average pump operating time(NAPOT)of less than or equal to 10 hours per day,and also be capable of meeting peak flows and peak pressures criteria.300 Engineering was part of the Program Management Team,responsible for the following four phases: 1) Planning and Engineering-preparation of basis of design reports,data acquisition and analysis,SCADA monitoring of pump stations,definition and preparation of remedial plans(which can include Ill repairs,O&M recommendations and/or complete rehabilitation)and coordination with WAD's Pump Station Division for project's prioritization 2) Design Manaaement-coordination and management of eight (8) design consultants for the preparation and review of design submittals to ensure compliance with the requirements for each project and permitting agencies.This phase also involves coordination with permitting agencies,such as Miami-Dade County Regulatory and Economic Resources(RER),Miami-Dade County Transportation and Public Works (DTPW), Miami-Dade County Building Department, Florida Department of Transportation(FDOT),among others 3) Construction Administration, Management and Inspection Services - for the multiple pump station and force main contractors selected for this program through the County's MCC 7040 procurement method 4) Infiltration and Inflow Management-management and coordination of 4 different contractors for Manhole,Sanitary Sewer Evaluation Survey(SSES),CIPP,and Dig and Replace(D&R) Pump Station projects involve repair/rehabilitation/replacement of out-of-compliance pump stations ranging from 5 to over 300 HP pumps(rated capacity).To provide the most cost-effective approach to WASD,the Team used the following approach: Operations and Maintenance work(least expensive);Increase force main discharge; Rehabilitation of existing pump station; New pump station (most expensive). Moreover, our team incorporated sea level rise projections through the planning tools developed by the SE Florida Climate Change Compact to protect critical mechanical and electrical components. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (I)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Program Manager (1)FIRM NAME (2)FIRM LOCATION(City and Stale) (3)ROLE b. Bermello Ajamil Miami,FL Subconsultant-Public Outreach -(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. DocuSign Envelope ID 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 ("") A STANDARD FORM 330 - F: PROJECTS `win PUMP STATIONS CATEGORY A F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 4 Complete one Section F for each proje ) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED $1.9B USEPA Consent Decree Miami Dade County-Program,Design& PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Construction Management and Support Services/Miami-Dade County,FL On-going On-going 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Nelson Perez-Jacome,PE 786-552-4400 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) WASD entered into a federally mandated Consent Decree with the United States Environmental Protection Agency(USEPA)and the Florida Department of Environmental Protection (FDEP) committing to making improvements to the wastewater collection, transmission and treatment systems.The PMCM Team was selected as Owner's Representative by WASD to provide Program and Construction Management Services Related to the Wastewater System Priority Projects,included in WASD's third Consent Decree with USEPA and FDEP.Our team is responsible/leading the management of four (4) major design consultants divided into the following programs: • Design Services for Wastewater Collection and Transmission Systems(WCTS) Related to Consent Decree Projects • Consent Decree Capacity Management,Operation,and Maintenance Programs(CMOM) • Design Services for Wastewater Treatment Plants Related to Consent Decree Projects • Regulatory and Compliance Reporting 300 Engineering leads the WCTS and CMOM tasks.300 Engineering manages over ninety-three(93)Pump Station and Force Main Projects from conception to project certification. Our Team evaluated the operating conditions of Regional and Booster Stations, that require upgrades such as: electrical equipment replacement,wet well maintenance,pump station relocation,pumps&motors replacement,process&yard piping replacement, modification to the pump station configuration, among others. These large pump stations are required to be operating in optimum conditions to meet Ocean Outfall Legislation requirements. Key booster pump station projects conducted under the WCTS task include: _ • Upgrades to PS-414:replacement of 3 pumps&motors rated at 200 HP,conversion — - of pump station to on-line booster, installation of new process and yard piping, - f and electrical building upgrades to install new switchgear and VFDs. - • Rehabilitation of PS-415:replacement of the existing 4 pumps&motors rated at i ) 300 HP,installation of new process and yard piping,electrical building upgrades - to install new switchgear and VFDs and replacement of odor control system. l ,� • Rehabilitation of PS-416:replacement of the existing 3 pumps&motors rated at -' '•. 125 HP,installation of new process and yard piping,electrical building upgrades + _ ` to install new switchgear and VFDs -} A • Upgrades to PS-418:installation of 3 pumps&motors rated at 450 HP,installation -'N � Q . - - A) ti- of 2 on-site generators,rehabilitation of wet-well,installation of new process and ;- - . yard piping, electrical room upgrades to install new switchgear and VFDs, and installation of new trolley systems - 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Subconsultant-Task Manager (1)FIRM NAME (2)FIRM LOCATION(City and Slate) (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. 51 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - F: PROJECTS A et PUMP STATIONS CATEGORY A F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. 5 Complete one Section F for each project.) 21.TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Westwood Lakes Facility,PS 536,and PS 1310 Hardening/Miami-Dade PROFESSIONAL SERVICES CONSTRUCTION(Inapplicable) County,FL On-going 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept (WASD) Justino Moncada 786-552-4436 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) WASD requested the team to provide engineering and design services for hardening upgrades to Westwood Lakes Maintenance Facility (Westwood Lakes), Pump Station (PS) 0683, PS 0536,and PS 1310.These upgrades are to be conducted as part of the Federal Emergency Management Agency(FEMA) project number 4337-155-R. The Westwood Lakes facility is located at 4801 SW 117th Avenue. Westwood Lakes is a large maintenance facility and administration building which serves as one of the hubs for WASD SCADA Division and houses the Division's emergency command center for all PS operations.The facility also includes PS 683,which is a regional triplex pump station that conveys 5.76 mgd of wastewater.PS 0536 is located at 8989 SW 117th Avenue,this PS is of the main booster stations that services the flows generated by Kendall West,conveying approximately 76 mgd of wastewater.The PS has four centrifugal pumps with 800-horsepower motors and two 1,750-kilowatt natural-gas-engine generators.PS 1310 is located at 150100 NW 151 st Street and Douglas Road,but most notably,it is at the end of a former runway at the Opa-Locka Airport.PS 1310 is a booster station that serves an expansive region to the north portion of Miami-Dade County, including the entire City of Hialeah, and conveys approximately 61 mgd of wastewater. The proposed upgrades for these facilities include: • Install a new, dual-fuel, diesel-natural gas generator in a sound- attenuated,wind-rated enclosure at the Westwood Lakes facility • Install approximately 600 linear feet of underground natural gas supply tea. line from 117th Avenue to the new generator at the Westwood Lakes _ i , Facility • • • Incorporate wind and flood protection to the PS 683 building,with the ' 1►414 installation of flood resistant doors and impact resistant louvers ; + - • Installation of a new(third),redundant,natural-gas generator at PS 536 �� - • ' • Incorporate wind and flood protection to the PS 536 Electrical building, r1� with the installation of impact resistant doors and louvers ems' ;11 41, • Incorporate wind and flood protection to the PS 1310 building,with the I ! 'C installation of flood resistant doors, impact resistant louvers, impact - resistant doors and flood gates ;n • The estimated construction cost for the project is$2.7MM 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Engineer of Record-Hardening,Civil, Architectural and Structural Disciplines (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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (1) B STANDARD FORM 330 - F: PROJECTS I/1&SSES CATEGORY B F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 6 Complete one Section F for each pro/ems 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Sanitary Sewer Evaluation Survey(SSES)and Infiltration&Inflow(I/I) Repair PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Inspection Services for the PSIP/Miami-Dade County,FL 2015 2015 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Rolando Roque,PE 786-552-8129 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) 300 Engineering(Franklin Torrealba,PE)was the program manager for the SSES and I/I Repair Inspection Services for the PSIP.The project included the following phases: 1. Annual Cleaning,Video Recording and Smoke Testing of Selected Portions of WASD Sanitary Sewer System • Cleaning,video recording and smoke testing of approximately 736,600 linear feet of sanitary sewer gravity collection lines of varying diameters • Cleaning and inspection of 40 pump station wet wells 2. Rehabilitation of Manholes Inflow&Infiltration(I/I) Repair for PSIP Projects • Rehabilitation of approximately 415 manholes in various locations within Miami-Dade County • Cleaning of manhole structures,surface preparation,concrete repair and restoration,installing concrete protective coating, sealing exterior voids of leaks with a chemical grout, cleaning and restoring exposed reinforcing, rehabilitation of the manhole bench and flow channels,installing plugs and thru pipe as required 3. Rehabilitation Sanitary Sewers by the CIPP Method for PSIP Projects • Rehabilitation of defects in 8-inch through 36-inch diameter gravity sanitary sewer by the cured-in-place pipe lining method • Supplementary cleaning of affected gravity sanitary sewers • Isolation of sewer segment to be repaired • Inspection via closed circuit television(CCTV) • Installation of CIPP liner and reinspection with CCTV 4. Removal and Replacement of Sanitary Sewer Gravity Mains-Dig&Replace Project • Removal and Installation of approximately 8,250 LF of 8-inch to 24-inch gravity mains • Removal and Installation of approximately 9,000 LF of 6-inch laterals • Making the connection from the existing sewer lateral to the new lateral piping,including the saddle connection • Complete Roadway and swale restoration,replacement of concrete driveways 300 Engineering provided the following Construction Management&Inspection Services IIIP • Review of Schedule and Sequence of Work • Review and Approval of Bypass Pumping/Flow Control - 'it, - • Ensuring contractor adheres to the Construction Specifications - , • Review and Processing of Shop Drawings for all materials and equipment • Inspection of all equipment,including CCTV Trucks,plugs ;.•." •� • Assistance and Coordination with Permitting Agencies and Municipalities • Ensuring Contractor complies with OSHA requirements - � • Project Close-out 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Program Manager —(1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b. Bermello Ajamil Ft.Lauderdale,FL Subconsultant-Public Outreach —t(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. _. 53 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - F: PROJECTS B w a SSES CATEGORY B F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified. 7 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Sanitary Evaluation System Survey(SSES)-Night Flow Study and Basin PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Prioritization/Coral Gables,FL 2021 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Coral Gables Public Works Dept Jorge Acevedo,PE 305-460-5006 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) 300 Engineering conducted a SSES for the City which is required as per the Miami-Dade County Code.300 Engineering provided Night Flow Evaluations,Smoke Testing,and Visual Manhole Inspections.To identify basins surpassing the 5,000 GPDIM I/I threshold, 300 Engineering performed wet season Night Flow Monitoring,when the domestic activity and wastewater flow is minimal,and the majority of flow observed can be attributed to I/I.The flow monitoring was conducted by a combination of field investigations at each of the City's pump stations, and analyses of its SCADA data. Additionally, 300 Engineering further evaluated the Ill throughout the City by performing Water Consumption and Environmental Factor Analyses.These studies allowed to compare metered wastewater flows versus water usage,as well as to examine the relationship between system-wide wastewater flows and environmental factors,such as,rainfall,groundwater and tidal elevations for the one-year period of 2019.The flow analyses allowed to quantify I/I and demonstrate that rainfall,groundwater levels,and tidal fluctuations had a considerable impact on the City's wastewater collection system,most likely as a result of existing defects that facilitated the entry of clean water from these extraneous sources. 300 Engineering conducted a City-wide Smoke Test on the sewer collection system.The test was performed during the dry season and comprised approximately 360,000 LF of gravity mains. It allowed to report any existing cross-connections with the City's stormwater drainage system,as well as to record all observable defects or sources of smoke exfiltration.Simultaneously,Visual Manhole Inspections were performed to evaluate the physical condition of these structures.Based on the SSES results obtained, 300 Engineering prepared the City's Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources(RER). w: P.. 300 Engineering performed a qualitative and quantitative analysis for the I/1 at each of the City's thirty-five(35)basins from 2017-2019. A prioritization of the sewer basins was established based on the Ill estimation results. A comprehensive Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Following the implementation of some of the rehabilitation work proposed,300 Engineering conducted Field Flow Monitoring tests at the seven (7)sewer basins that were initially found to be out of compliance with the 5,000 GPDIM I/I standard.The objective was to re-evaluate the flows at each pump station in order to determine their basin's current compliance status. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a 300 Engineering Group,P.A. Coral Gables,FL Prime Consultant (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. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1-1") B STANDARD FORM 330 - F: PROJECTS Adrillm S&SSES CATEGORY B F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified. 8 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Sanitary Evaluation System Survey 3rd Cycle Report(SSES) &Smoke Testing of PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Sanitary Sewer System/Surfside,FL 2022 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Town of Surfside Public Works Dept Hector Gomez 305-861-4863 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope.size.and cost) 300 Engineering performed Smoke Testing of the Town's sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code.Smoke testing was performed during dry weather and in low-wind conditions. The evaluation consisted of using an air blower to force non-toxic low-pressure smoke into the sewer pipes and documenting the locations of smoke exfiltration.After the test was completed,the smoke test results were reviewed to identify repair tasks to be performed by the Town and identify corrective actions for which property owners would be notified and held responsible to complete. 300 Engineering created an interactive smoke test tracking dashboard to manage the project progress, create visibility for project stakeholders and manage the smoke test repairs. Additionally,300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. Manhole Inspections provide the Town with valuable information on the physical condition of the manholes,and an opportunity to observe pipe diameters,inverts,network connectivity,and possible surcharging within mainline gravity sewers.Manholes can be a significant source of I/I into the collection system through missing inserts(rain dishes),loose joints,cracks,or damaged frames and covers.Furthermore,300 Engineering prepared the Town's Current Cycle 3 Phase I SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources(RER). 300 Engineering reviewed flow measurements performed and approved as part of the SSES 2nd Cycle to be used as credits for the 3rd Cycle. Approved Night Flow measurements are included as part of the report. ,<t . . In addition, 300 Engineering compared the Town's wastewater flows . •„• r ;. . ,•)+.•P against water meter usage,rainfall data,groundwater table elevations %1 4 u.4 ; �4 e and tidal elevations and assess the impact of Base I/I,Rain Dependent I/I(RDI/I),and Tidal I/I. t+ , , .., The report provides a review of the data obtained from the Town's 'i . . S preliminary sewer system survey, the analysis of the system's condition, , 1d "" . -- and the development of an action plan to minimize I/I levels. - t r * ` A Corrective Action Plan was developed as part of the SSES report including recommended priorities,timelines,tactics and initiatives,and - -. s the associated preliminary estimated costs for implementation.Driven by the need for a phased I/I reduction program with specific targets and deadlines,the following objectives were set for the Town's I/I program: Prioritization Plan for I/I Reduction including Sanitary Manholes Repairs, CCTV Inspection of Gravity Mains,Inspection of Suspect Lateral Defects. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City end State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Prime Consultant —(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. 55 DocuSign Envelope D:14F5784R-C389-4EFF-BE6B-714AI6DFAFA$ rm.) STANDARD FORM 330 - F: PROJECTS B it VI 8 SSES CATEGORY B F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. g Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Sanitary Evaluation System Survey(SSES)-I/I Plan of Compliance/North Bay PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Village,FL 2022 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER North Bay Village Marlon Lobban 305-861-4863 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) After the submittal of the required Second Cycle SSES Report,six (6) of the Village's seven (7) sanitary sewer sub-basins were found to be out of compliance with the 5,000 gallon per day inch-mile(GPDIM) standard for infiltration and inflow(I/I)specified in the County Code.As a result,the Miami-Dade Department of Regulatory and Economic Resources(RER/DERM)placed all but one(1)of the Village's sub-basins under INCOMPLETE(IN)Moratorium status.Due to an insufficiency of supporting documentation on the activities performed as part of the SSES,RER/DERM issued an RFI to the Village requesting additional information to validate their pump station basins and sanitary sewer collection system's condition/status. The Village requested 300 Engineering to assist in bringing the Village's basins into compliance with the County Code by re- assessing the system and providing a response to RER/DERM's RFI.To this effect,300 Engineering developed a customized I/I Plan of Compliance for the Village.The Plan was also developed to maximize cost-effectiveness by responding to the RER/DERM RFI while simultaneously satisfying the upcoming SSES Third Cycle Report requirements. The Plan was comprised of various steps to ensure that a holistic analysis of the Village's I/1 predicament was conducted and executed,these steps being: _.. - — 1. Performing Night Flow Isolation and Visual Manhole Inspections +� ___ 2. Performing Night Flow Tests J ' 3. A Water Consumption Analysis and GPDIM Calculations •_- 4. Smoke Testing , ----.....1 ,.7-..-. 5. Developing a Cost-Effective Rehabilitation Prioritization Plan 1 I As a response to the RFI prepared by RER/DERM, 300 Engineering , . Illi1; developed a report based on the Compliance Plan,which highlighted the 3' overall assessment of I/1 in the Village's sanitary sewer collection system, including the results of all performed tests,inspections,and calculations, III as well as a summary of the Village's past rehabilitation work, aN—— recommended rehabilitation work, and a Cost Effective Rehabilitation . I • I . r I. Prioritization Plan. - nk Once the I/I Plan of Compliance was completed,300 Engineering held a I m •� coordination meeting with the Village and RER/DERM to address any s. -_ - _.- R., concerns before final submission.Following this meeting,300 Engineering _ ---- - :,.'-= =` presented the I/I Compliance Plan,findings and recommendations at the __ sr Village's monthly Commission meeting. The key to the success of this 3 _ • s. ;;i `" ...!. project was ongoing coordination with the project stakeholders & _ . :,:; ., providing the Village with a clear and focused,cost-effective approach. �' 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a• 300 Engineering Group,P.A. Coral Gables,FL Engineer of Record (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. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 C * lin") STANDARD FORM 330 - F: PROJECTS `imii FORCE MAINS WATER MAINS CATEGORY C F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 10 Complete one Section F for each project.) , 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Bayshore Park Water Main and Force Main Replacement/City of Miami PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Beach,FL 2022 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 Dept Mariana Evora,PE 305-240-9932 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope.size.and cost) The City is planning a redevelopment of the former Par 3 golf course with the installation of the new Bayshore Park,which is a signature project for the City and will provide the community with new green space with resiliency components,stormwater management and recreational spaces.The park was in the final stages of design and permitting when the City identified the need of replacing two (2) vital pipes that are sitting within the park area:a 30-inch CIP force main and a 20-inch CIP water main.Both pipes were installed over 70 years ago and would create significant challenges to replace and/or repair after the new Bayshore Park is constructed.Therefore,the City requested 300 Engineering to provide expedited engineering,design and permitting services to prepare the construction documents for the replacement of these two critical pipes before the completion of the design and permitting of the Bayshore Park project. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline, under this project 300 Engineering was able to develop 90% design drawings and technical specifications for the replacement of approximately 850 LF of 30-inch force main and 1200 LF of 20-inch water main within 8 weeks.Moreover,permits were obtained in less than 90 days,with the water main extension being approved in 24 hours. In addition, it was critical for the project to provide a pipeline alignment that avoided conflicts to the proposed park infrastructure and trees, optimized the section of pipes to be replaced, and minimized the impact to the systems during construction.Therefore,extensive and early coordination with the different project stakeholders was paramount for the success of the project. Key scope elements for this project include: ,. Irt" ' • '� r 't',.'' `a ''.. • Replacement of over 1200 LF of 20-inch water main , •I • . .�-. • Replacement of 850 LF of 30-inch water main .. , . fir. f , . . • Expedited project delivery(Design 8 weeks,Permitting less 90 days with Water Extension Permit in 24 hrs.) . *�_ fa._ I I, .._ • Detailed sequence of construction and flow -;0_ , management during construction plan • . ._-.: I • Coordination with various project stakeholders . I. •w, ,,, . including: City of Miami Beach Public Works Department, City of Miami Beach Parks and • • f , Recreation and CIP managers, Bayshore Park design a' , S consultants and permitting agencies : ;a!-46:''_ " 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a• 300 Engineering Group,P.A. Coral Gables,FL Prime Consultant (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b.Bello&Bello Miami,FL Subconsultant-Survey Services (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 57 DocuSign Envelope ID:14F5764B-C389-4EFF-BE6B-714A86DFAFA8 0 �. STANDARD FORM 330 - F: PROJECTS C u. AAMMINIIM FORCE MAINS WATER MAINS CATEGORY C F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects.if not specified. 11 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Installation of 36-inch Water Main along NW 106th St from NW 107th Ave to PROFESSIONAL SERVICES CONSTRUCTION(If applicable) the Intersection of NW 87th Ave&NW South River Dr/Miami-Dade County, FL 2017 2022 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Carlos Benavides 305-310-6307 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) 300 Engineering provided engineering services for the design of a 36-inch Ductile Iron(DI)Main.The Miami Dade Water and Sewer Department required to upgrade the water system to increase water pressure and provide optimum fire flow protection. The purpose of this project was to improve water transmission system redundancy and increase system pressure around Medley,Dora!,Miami Lakes,Hialeah and Hialeah Gardens.The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive,within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast(FEC) Railway. The project also involved approximately 70 LF of subaqueous canal crossing via Open Cut. Multiple trenchless technologies were considered for the railroad crossing including HDD and Jack&Bore. However,due to the requirements of FEC and high- water table,micro-tunneling was selected as the preferred option.Services provided included,but were not limited to design, permitting,cost estimating,preparation of technical specifications,detailed maintenance of traffic plans,utility coordination, site inspections,scheduling,limited procurement,and limited construction support services. The Project required major coordination with Stakeholders including South Florida Water Management District,Town of Medley Police Department and Miami Dade Regulatory Economic Resources Department Key scope elements of this project include: • Trenchless technologies evaluation • Micro tunneling design including a 54-inch casing • Subaqueous canal crossing design • Detailed MOT • Stakeholder coordination with multiple • municipalities and permitting agencies - 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,PA Coral Gables, FL Engineer of Record (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. DocuSign Envelope ID. 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 C Ave STANDARD FORM 330 - F: PROJECTS FORCE MAINS WATER MAINS CATEGORY C F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 12 Complete one Section F for each project.) 21.TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Design-Build for the Installation of a 36-inch Force Main with 54-inch Micro- PROFESSIONAL SERVICES CONSTRUCTION(If applicable) tunnel along NW 107 Ave from 7th St to 25th St/City of Doral, FL 2022 23. PROJECT OWNERS INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Enrique Febles,PE 786-552-4384 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) This Design-Build project involved the design, permitting and installation of approximately 8,000 LF a 36-inch Diameter Sanitary Sewer Force Main project within the City of Doral for the Miami Dade Water&Sewer Department(WASD).The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area.The construction cost of this project is estimated at$8.9MM.The jurisdiction of the roads encroached by the proposed force main include the Florida Department of Transportation(FDOT)and the City of Doral.In depth stakeholder coordination was of paramount importance due to the high-density urban environment which includes, but not limited to, residents, businesses,malls/shopping centers and emergency vehicles.The project includes tie-ins to existing 14 pump stations along the project corridor,including discharges of Miami International Mall and Dolphin Mall. 300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling underneath CSX Rail tracks.Due to location of existing utilities,the micro-tunnel was designed to a depth of 15-ft.This included the structural design of launching and receiving shafts.Locating existing utilities via soft digs was vital on this area of the project. Permitting coordination was performed with the following agencies presiding over the installation of this force main,CSX,City of Doral,Florida Department of Environmental Protection(RER/DERM),DERM Tree Permit,FDOT,MDX,Miami-Dade Public Works and Waste Management Department(MDPWWMD). One key element of this project is stakeholder coordination,as construction took place in a densely populated areas within the City of Doral. All traffic detours, traffic controls and others, throughout the project area were required and approved by the Miami-Dade County Department of Public Works (DTPW), Traffic Engineering Division (Traffic Division), Florida Department of Transportation(FDOT),Miami-Dade Expressway Authority(MDX),City of Sweetwater and the City of Doral.Moreover,the project also included the preparation of a traffic study including modeling and synchronization of traffic signals. Another key objective of the project was to provide full pavement restoration - of County owned right of way from NW 12th St to NW 25th St along NW 107th Ave. This included milling and overlay of existing asphalt and pavement stripping as per Memorandum of Understanding between WASD and DTPW. ,• Key scope elements of this project include: • Replacement of 8,000 LF of force main • Trenchless technology design via installation of a 54-inch micro-tunnel • Capacity upgrades for the sanitary sewer system in the project area • Extensive coordination with project stakeholders and permitting '• • Detailed traffic management during construction analysis to minimize disruptions to densely populated residential areas 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Engineer of Record (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b. Bello&Bello Miami,FL Surveyor (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE c• Universal Engineering Miami, FL Geotechnical Engineer (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 59 DocuSign Enwlepe ID:14F5764-C900-4EFF-1186-T14MSDFAFAS r") STANDARD FORM 330 - F: PROJECTS C FORCE MAINS WATER MAINS CATEGORY C F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 13 Complete one Section F for each project.) (; 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED BODR for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM PROFESSIONAL SERVICES CONSTRUCTION(If applicable) along Biscayne Canal/Miami-Dade County,FL 2015 2018 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) James Ferguson,PE 786-552-8108 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) 300 Engineering was selected as part of the PMCM Team to prepare the Basis of Design Report (BODR) for the Rehabilitation/Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue. This project required WASD to rehabilitate or replace the 48-inch force main due to the lack of structural integrity.300 Engineering provided engineering services for the development of a detailed BODR for the replacement of this critical force main. The estimated construction cost is$22.5MM. The project included the following Utility Coordination and Base Mapping Utility coordination was conducted through Sunshine One Call 811 to obtain information on all utilities within the project area.As- builts from each utility were collected and reviewed.Confirmation of public right-of-way was obtained using the information from the utility coordination,field Inspections,as-builts,GIS data and plat records obtained through Miami-Dade County.A project Base Map was developed with the utility information obtained from each source. Material Selection A material evaluation matrix was developed to select the best material for each of the proposed routes.The following nine (9) factors were considered: WASD and contractor experience and familiarity; connection to existing lines; pipe laying length & weight;pipe joint flexibility;internal corrosion resistance/cathodic protection/soil corrosivity;useful life span(Min.50 years);failure characteristics;diameter requirements;and construction cost Route Selection A series of alternatives were considered and evaluated.Feasibility and practicality constraints resulted in the reduction of these alternatives to four(4) possible routes.The selected routes were based on existing conditions,construction techniques,proposed pipe material, and required permitting agencies involvement.The objective was to minimize impacts to the environment and property stakeholders while addressing WASD needs and design criteria. The following factors were considered for the route selection:minimization of adverse traffic impacts;minimize public agency coordination/permitting;impact to businesses and/or public facilities/stakeholders;constructability; maintenance/accessibility;implementation schedule; 'wdraulic im•act;minimize ROW or easement acquisition;and minimize project cost • • Key project scope elements included • Identification of preliminary pipe layouts for field evaluation t : • Base map development • Detailed route analysis and selection — - • Material selection • Opinion of probable cost .^rr' 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Task Manager (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. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 C (.11) STANDARD FORM 330 - F: PROJECTS FORCE MAINS WATER MAINS CATEGORY C F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT 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.) 21.TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Water Main Replacement and Meter Conversions Design-Build Criteria PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Package/South Miami Heights,FL 2014 2019 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Jose F Soto 786-268-5270 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) 300 Engineering assisted WASD with the preparation of the D/B Criteria Package for the replacement of outdated and deteriorated water mains in the South Miami Heights area,bounded by SW 168th St&SW 191st Ter and SW 127th Ave&SW 113th Ave.300 Engineering performed a GIS and as-built analysis to classify and determine the water mains that required replacement based on a criterion previously discussed with WASD.The criteria considered factors that affect the water quality and distribution in South Miami Heights,such as pipe material,pipeline age and pipeline size.The Department also required all water meters to be installed/relocated to the front of the properties.The project included: Replacement of 149,807 LF of water mains;Installation of 2,800 water meters and service lines and Relocation of 1,943 water meters.The following subtasks were performed: Utility Coordination and As-built Review.An in-depth study of water main as-builts was performed in order to develop a comprehensive list of all existing mains in the project area. Each water main was analyzed and classified as per the replacement criteria, if applicable. Criteria approved by the Department included: Water Mains placed in service in 1960 or before, Water Mains with . diameter equal or less than 6-Inches, Water Mains made of Asbestos Cement (AC),PVC,or Cast Iron(CI),Water Mains located in the rear of properties Cadastral Support Services. Preparation and drafting of the design drawings for the DBCP including key maps,proposed site plans,MOT and survey and borings t� controls �, uantities Take-off Verification.ArcGIS was used to prepare a quantity take-off ? E P p table reflecting the lineal feet of water mains to be replaced and the mains to ;/ . • Q0•,1" remain. 300 Engineering used the Department's replacement criteria in `'a ` conjunction with WASD GIS information to develop the quantities take-off table. .,_ OPC and Overall Project Schedule. 300 Engineering prepared an OPC that '' _ - included, but was not limited to: Mobilization, Pipeline and Fitting Installation, Tapping, Cutting and Plugging of Existing Mains, Water Service Relocation, Fire Hydrant Installation, Paving Repair and Resurfacing, Dedicated Allowance, Environmental Hazard Removal/Remediation and Unforeseen Conditions, The 4tf estimated construction cost for this project was $48MM. 300 Engineering prepared an overall project schedule including the following phases: Procurement/Bidding,Design,Permitting,Construction,Project Close-out. - 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,PA Coral Gables, FL Prime Consultant (1 I 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. 61 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 0 STANDARD FORM 330 - F: PROJECTS D rta GRAVITY SEWER CATEGORY D F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 15 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. Y EAR COMPLETED New Gravity system within Basin 1264/Miami-Dade County,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2022 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept (WASD) Amaury Betancourt, PE, PhD 786-552-8030 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) 300 Engineering performed engineering design services for the construction of new gravity sewers for Basin 1264.This is a new basin which will eliminate over 180 septic tanks.The project proposes the installation of approximately 12,300 LF of gravity sewers and 1,300 LF of 8-inch force main within Basin 1264-Project S-3 of the Green Tech Corridor. In addition,the project also proposes the installation approximately 11,060 LF of 12-inch water main. The existing water system within the area was reviewed and found to be undersized and cannot provide adequate distribution and fire protection service to the area.Therefore,300 Engineering designed a new 12-inch diameter water main to replace the existing undersized water distribution system. WASD identified the need to extend both the current collection/transmission system and upsize certain parts of it within Basin 1264, which is in an area of unincorporated Miami-Dade County delimited by railroad tracks north of NW 74 St., NW 27 Ave,NW 71 St. as well as NW 67th St,and NW 35th Ave.The total 8-inch gravity main length proposed is approximately 9,070 LF and the total 10- inch gravity main length is about 3,330 LF.Additionally,approximately forty-five(45)manholes are involved in the proposed layout of Basin S-3's sewage system necessary to obtain the required depths for the gravity's main installation.The installation of an 8- inch force main along three(3)different locations within the Basin,from PS S-3 at NW 71 Ter and extending until NW 32 Ave,where it will be connected to an existing 20-inch force main.300 Engineering also performed permitting services with MD-RER, Miami Dade County DTPW,FDOH among many others e, . a 1- Key project elements include: �► • Elimination of septic tanks - • Installation of over 12,000 LF of gravity main and 1,000 of force main • Extension of the wastewater collection to commercial and - ( i42 : *3 industrial properties with gravitysewer pipes of 8-inch and 10-inch diameter II t Q� • Extension of the wastewater transmission system to commercial • ,_„� and industrial properties with a force main pipe of 8-inch diameter - '�� ° • r ' •• Replacement and upsizing the existing water distribution system t r ' t i; -•-�•- with a 12-inchdiameter water pipe • The estimated construction cost for this project is$9.9MM }�?"5►" 1 • 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a• 300 Engineering Group,P.A. Coral Gables,FL Engineer of Record (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. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 D STANDARD FORM 330 - F: PROJECTS GRAVITY SEWER CATEGORY D F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 16 Complete one Section F for each ploject.) , 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED PS0062 Replacement,Gravity Main Extension and Force Main Installation/City PROFESSIONAL SERVICES CONSTRUCTION(If applicable) of Miami,FL On-going 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Rolando Roque,PE 786-552-8129 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope.size.and cost) WASD has identified the need to design a new pump station to replace Pump Station No.0062(PS0062)which is located in the Northeast Quadrant of the intersection at NE 71st Street and NE 2nd Avenue in the City of Miami.The pump station serves a largely residential area with commercial properties located along major roadways.Due to anticipated increases in sewage flow, WASD has identified PS0062 for relocation and replacement with a larger pump station.The new pump station will be located on a parcel acquired by WASD at 7120 NE 2nd Avenue,which is Northwest of the existing pump station. The project includes the design of triplex dry-pit/wet well pump station, housing three 100HP pumps with a flow rate of approximately 3,340 gpm and total dynamic head(TDH)of 73 feet with a dry well/wet well configuration.The pump station will have a firm capacity of 3,340 gpm with a total capacity of 6,680 gpm.The total capacity is based on two operating pumps and one pump on standby The new PS0062 will connect to the sanitary sewer system in the project area via new gravity sewers and force mains to be installed along NE 2nd Avenue and 71st Street.The gravity sewer lines range between 8-inch and 30-inch in diameter and the force main is expected to be a 24-inch ductile iron pipe(DIP). 300 Engineering is providing engineering services to develop the project's civil engineering, structural, plumbing and HVAC design, plans and technical specifications, as well as to provide maintenance of traffic (MOT) plans, bid support services, permitting support, and limited construction administration services related to the site civil for the replacement of PS0062, demolition of the existing PS0062,installation of new 30-inch diameter ductile iron(DI)gravity main and new 24-inch diameter DI force main;structural design for the pump station building and process structures; plumbing design for the pump station;and HVAC design for the electrical room Key scope elements for this project • Replacement and relocation of PS0062 • Increased sanitary sewer service capacity • Installation of new 30-inch sanitary sewer gravity main • Installation of new 24-inch force main • Detail civil design for pipeline installation including MOT and pavement restoration • Pump Station design includes protection of critical equipment through considerations of BFE and SLR protection required by the City and County 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Engineer of Record-Civil,HVAC and Structural Disciplines (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. 63 DocuSign Envelope ID:14F576413-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - F: PROJECTS D GRAVITY SEWER CATEGORY D F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified. 17 Complete one Section F for each protect.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED, Engineering and Geological Services for Water,Wastewater,and Reclaimed PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Water Planning/Miami-Dade County,FL 2017 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME a POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Jim Ferguson,PE 786-552-8108 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope.size,and cost) As part of the Miami-Dade Water and Sewer Department's Integrated Master Plan for Water,Wastewater,and Reclaimed Water, 300 Engineering was selected to provide various professional engineering services, such as planning, preliminary design, flow projections, hydrogeological evaluations, among others, required to address comprehensive planning objectives for the County's water and wastewater infrastructure.300 Engineering was responsible for developing Basis of Design Repots (BODRs) for the sewer service extensions to commercial and industrial areas throughout the Commission Districts 8 and 9. In addition to sewer expansions,the projects also contemplated water transmission main upgrades to meet standards for commercial water distribution in locations where overlap with wastewater improvements were identified. District 8 improvements focused on the planning and preliminary design of a new pump station to serve a new commercial basin (with thirty-eight(38) new manholes with gravity mains totaling over 10,000 LF) providing over 25,000 LF of combined water and sewer infrastructure for the new basin and three(3)existing individual basins which would serve an additional one-hundred and twenty-seven (127) businesses.The efforts were centered on evaluating the best location for the new station by assessing the elevation requirements necessary to ensure gravity invert depths were sufficient. District 9 improvements focused on extending sewer and water infrastructure for seven(7)individual basins with over forty-eight new manholes and over 22,900 LF of pipelines, for new water and sewer services.The analysis was focused on minimizing the need for new pump stations and minimizing the length of gravity sewers and force main extensions where possible. The development of the BODRs included data collection with the compilation and analysis of GIS data related to the water and sewer infrastructure,land use,zoning,record documents,utility atlas,parcels data,FDOT underground utility information,record and design documents, and other detailed information on existing underground utilities in the area. Topographic and environmental data such as LIDAR elevations, climate risk information, contaminated sites, available soil survey maps and hydraulic models of existing lift stations within the commercial corridor of interest were collected and reviewed.Gravity sewer invert calculations were performed for each service basin in which extensions were being proposed.Alternatives were analyzed and recommended routes were evaluated based on cost-effectiveness,constructability,and best design practices Key scope elements for this project include: • Addressing comprehensive planning objectives for the sewer service extensions to commercial and industrial areas • Close coordination with municipality, utilities and regulatory j 11;i... " agencies •_ • Sea level rise projections through the planning tools developed by the SE Florida Climate Change Compact • Over 32,000 LF of gravity sewer extension i . . 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Engineer of Record (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. DocuSign Envelope ID:14F5764B-C3B9 4EFF-BE6B-714A86DFAFAB 115-) E STANDARD FORM 330 - F: PROJECTS TRENCHLESS TECHNOLOGIES CATEGORY E F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 18 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Pipeline Subaqueous Canal Crossing Replacement along Flamingo PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Waterway/City of Miami Beach,FL On-going 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 Dept Mariana Evora,PE 305-240-9932 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope.size,and cost) 300 Engineering is working with the City of Miami Beach in the replacement of two 30-inch force mains along the Flamingo Waterway.Both pipes have reached the end of their useful life and need to be replaced to minimize failure risks.The Flamingo Waterway is considered a protected land per the Army Corps of Engineers (USACE).One of the existing pipes was installed in 1937 and consists of an aerial 24-inch CI force main that exhibits excessive corrosion.The second force main consists of a 30-inch CI pipe that was installed in 1975 by a subaqueous crossing on the west side of the existing bridge.These two force mains are part of the booster pump station system PS-28 system which is located at the intersection of Pine Tree Drive and 28th Street.The project is located along Pine Tree Drive,between West 51st Street and West 47th Street,crossing the Flamingo Waterway.Pine Tree Drive is owned by Miami-Dade County. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD) was the most adequate solution,the pipes will be installed centered along the bridge alignment,at least 12-feet below the piers.In addition,system reliability has been increased by the installation of a new pipe interconnection that allows switching flows from one force main to the other,without the need of service interruptions in case of pipe failure.In addition,the discharge force main of PS-15 is to be relocated to the north end of the interconnection to ensure adequate sewer service in the case of pipeline failure. Approximately, 1,300 LF of pipeline will be replaced by HDD.At the request of the City,300 Engineering also included the design of a 16-inch new water main corridor for future improvements.The construction cost of the project has been estimated at$3.0 MM Key scope elements for this project include: • Replacement of over 1,300 LF of 30-inch force main via HDD for crossing a Florida waterway • Replacement of deteriorated pipelines that have reached 4411/. '{, the end of their useful life - • Increased system reliability with new pipeline interconnection 4- ti ;1 I` A • Detailed engineering assessment to evaluate best ib replacement alternative,as well as pipeline alignment I� • , • Installation of corrosion resistant materials with the use of - - HDPE pipe 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a- 300 Engineering Group,P.A. Coral Gables,FL Prime Consultant (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b.Bello&Bello Miami,FL Subconsultant-Survey Services (1)FIRM NAME (2)FIRM LOCATION(City and Slate) (3)ROLE Subconsultant-Geotechnical c•Universal Engineering Miami,FL Investigation (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 65 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 0 grok STANDARD FORM 330 - F: PROJECTS E 411111 TRENCHLESS TECHNOLOGIES CATEGORY E F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. 19 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Water Main and Force Main Replacement on Sunset Islands/City of PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami Beach,FL On-going 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 Dept Mariana Evora,PE 305-240-9932 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) The City provides water and sewer to the Sunset Inland service area through a network of water mains,sewer mains,sanitary sewer pump stations and force mains.An 8-inch water main and an 8-inch force main(discharge side of PS-13)cross the Sunset Lake through an existing utility easement located between W 24th Street and W 25th Street. The force main crossing has experienced several failures in the recent past and is in need of replacement.In addition,the City has indicated the need to replace the old water main crossing as well. Due to alignment requirements for the pipeline replacement using trenchless technology(Horizontal Directional Drilling),the pipeline crossings will be replaced using a different 10-feet easement,located to the east of the existing crossing,this will require an extension of the existing force main. The force main replacement along W 23rd Street,W 27th Street and Sunset Drive will be designed for open trench installation. This portion of force main will be designed using C-900 PVC pipe.The HDD installation will be designed using HDPE pipeline. As part of this project, 300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using the HDD trenchless method in order to minimize disruptions to the project area caused by open trench construction.In addition,the project will include pavement restoration of the entire right of way(ROW)affected by the pipeline installation.300 Engineering,and its team of subconsultants,is providing full engineering services required for the adequate design of a subaqueous crossing, these include: detailed topographic survey and easement investigation, geotechnical services including rock coring and soil testing,bathymetric survey and benthic survey of Sunset Lake.The construction cost of this pnject has been estimated at approximately$3MM. ����. f f. Key scope elements for this project include: t ,.•• • Subaqueous installation of approximately 1,200 LF of 10-inch . AI _,, • '�. force main under Sunset Lake, between W 27th Street and W • -`"' 23rd Street ; t '` 11116 • Subaqueous installation of approximately 650 LF of 8-inch water • main under Sunset Lake, between W 24th Street and W 25th t t h • 4 Street E`f' �, .• "" .: .. • Force main extension along W 23rd Street and Sunset Drive, i approximately 950 LF of 10 inch of force main a 4 1 I • Force main extension along W 27th Street and Sunset Drive, b5 r _ approximately 1,200 LF of 10-inch of force main ---1-H- �' • ` II • Increased system resiliency with new pipeline sections built in corrosion resistant materials to withstand coastal environments 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Prime Consultant (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b•Bello&Bello Miami,FL Subconsultant-Survey Services (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE Subconsultant-Geotechnical c•Universal Engineering Miami,FL Investigation (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:14F5764B-C3B9 4EFF-BE6B-714A86DFAFA8 (I) E drbSTANDARD FORM 330 - F: PROJECTS Neil► Arwmil •1•I TRENCHLESS TECHNOLOGIES CATEGORY E F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE NUMBER PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency,or 10 projects,if not specified. 20 Complete one Section F for each,p'oject.) 21. TITLE AND LOCATION(City and State) 22.YEAR COMPLETED Government Cut Tunnel Design-Build Criteria Package*/City of Miami,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2013 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept.(WASD) Victor Fernandez Cuervo,PE 305-989-9352 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size.and cost) The project involves the development of the design criteria package for the subaqueous replacement and upsizing of the 54- inch sanitary sewage force main from Miami Beach to Virginia Key and replacement and upsizing of a 20-inch water main between Port Island and Fisher Island, installed via Micro-tunnelling and Horizontal Directional Drilling (HDD), respectively.This project was required not only to replace a deteriorated 54-inch PCCP force main but also to increase the force main depth prior the U.S Army Corp of Engineers(USACE)commenced the dredging of Government Cut to a depth of 50 feet,as part of the Port's Deep Dredge and Expansion Project.The construction cost of the project was estimated at$55MM. The Engineering Scope of Services for-the force main Micro-Tunnel crossing of Government Cut option encompasses a replacement of a 54-inch Force Main placed inside of a steel casing of minimum diameter of 72-inch under the Government Cut Key scope elements for this project include: • • Replacement of a 54-inch force main with - • • a 60-inch force main and 20-inch water •'_',` . . _ . main with a 24-inch water main ' , �ti Q y�,, • Increased water and sewer capacity to - i ,�* s the City of Miami Beach and other " `�Q : . Jul• _ . i neighboring communities ��'"1 y y)� -•3 • • Subaqueous installation of pipelines using ,„- •1.+a. • -\ , trenchless technologies (micro-tunneling �,-. ^ ��, t and HDD)under Florida waters • 141 ' ' �' ; • Extensive coordination with project ' �T lders Permitstakehting, and public involvement "_ �i;•-., h` • ` . 4 .c • programs associated with over 8,000 'r ! iI K linear feet of subaqueous crossings, with r # All five shaft locations impacting four islands ; ,' ; • 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE *Project Manager-Professional a. 300 Engineering Group,P.A. Coral Gables,FL Experience of Franklin A Torrealba,PE (I)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 67 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - F: PROJECTS E TRENCHLESS TECHNOLOGIES CATEGORY E F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects.if not specified. 21 Complete one Section F for each project.) 21.TITLE AND LOCATION(City and State) 22. YEAR COMPLETED 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes-Engineer PROFESSIONAL SERVICES CONSTRUCTION(If applicable) of Record Services/City of Miami Lakes,FL 2022 2022 23. PROJECT OWNERS INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept (WASD) Enrique Febles 786-268-5310 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) 300 Engineering was selected to provide Professional Engineering Services for the design and permitting of a 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes within Miami-Dade County.WASD is required to upgrade the force main system to increase capacity for the future development of the American Dream Mall.300 Engineering's scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 PI,as well as the crossing of FDOT 1-75 via micro-tunneling and the aerial crossing of Peter Pike's Canal.The construction cost of the project has been estimated at$6.5MM. The crossing of 1-75 was constructed using micro-tunneling methodology,which had the launching and receiving shafts located on the west and east sides of the interstate highway 1-75.These shafts were designed to a depth of approximately 40 feet below grade to cross this high-traffic interstate highway and meet the requirements of all regulatory agencies,primarily FDOT,properly and safely. Construction limitations of drive distance for micro-tunneling limited the separation of these shafts to appx.500-ft, nearly the distance across 1-75.Particular attention was dedicated to the location of these shafts to allow for proper design within the project's construction limitations. In addition,this 24-inch force main crossed an 80-foot-wide canal (Peter Pike's Canal) to reach the point of connection of the project on NW 78 PL.Close coordination with the Miami-Dade County Regulatory and Economic Resources Department (RER) was conducted to assess all allowable possibilities of crossing this canal. Real time data from the surveyors and available plat information were used to design the crossing.The preferred design was decided to be aerial to facilitate the connection to the existing force main.In addition,the project also needed to consider proposed developments in the area,which are altering the existing dedicated right-of-way limits for abutting properties, impact to nearby roadways, and RER owned canals. Close coordination with the proposed development stakeholders,RER,and WASD was required to accurately assess the limits of these ROW lines,and limits of the dedicated easements.Key scope elements for this project include: • 3,000 LF of 24-inch force main design and upgrades :T , =• to sanitary sewer service -: ��� • Trenchless technology design for pipeline installation via micro-tunneling - t • Aerial crossing of an 800 LF wide waterway • Close coordination with multiple permitting agencies and project stakeholders 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL Engineer of Record (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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 F t ri) STANDARD FORM 330 - F: PROJECTS GHYDRAULIC MODELING CATEGORY F,G F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified. 22 Complete one Section F fqr each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Bonaventure Fire Flow Modeling Study/City of Sunrise,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) 2020 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Sunrise Utility Dept Luisa Fernando Arbelaez, PE,PMP (954)888-6009 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size.and cost) BCC is providing professional services related to the City of Sunrise under a continuing contract for civil engineering services including schematic design,design development,and construction administration.Under this contract,BCC has been tasked to provide hydraulic modeling for water services improvements in the Bonaventure Community. The project consisted of the fire flow water modeling analysis of the Bonaventure Community.The Project is located in the City of Weston, Broward County and bounded by N.University Drive(State Road),to the west by N Pine Island Road (County Road),to the south by SW 20th CT and to the north by NW 29th Street.The water distribution system is to be analyzed utilizing the Water GEMS model software and run under two alternatives.The first alternative will include fire hydrants at the end of the cul-de-sac and the second alternative will include blow-off valves at the end of the cul-de-sac. r _ - ♦ Key project scope elements: �•-` . Water system hydraulic modeling „t:; for fire flow improvements . GIS based system modeling l— (, ♦ Alternatives evaluation for best —�� '► system performance a ratlg,o ` + 0a .1 «♦ ♦ t. Y 0. - y ... 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. BCC Engineering, LLC Miami, FL Prime Consultant (1)FIRM NAME (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 69 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A88DFAFA$ 0 F C STANDARD FORM 330 - F: PROJECTS /\ v HYDRAULIC MODELING CATEGORY F,G F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified. 23 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Golf Village Infrastructure Improvements/City of Sunrise,FL PROFESSIONAL SERVICES CONSTRUCTION(If applicable) On-going 23. PROJECT OWNERS INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER City of Sunrise Utility Dept Luisa Fernando Arbelaez, PE,PMP (954)888-6009 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope size,and cost) BCC is providing professional services related to the City of Sunrise under a continuing contract for civil engineering services including schematic design,design development,and construction administration.Under this contract,BCC has been tasked to provide water modeling and engineering analysis for the installation of water mains,force mains and stormwater infrastructure. This project is located in approximately 303 acres in the City of Sunrise, Broward County, Florida, and is bounded by State Rd North University Drive to the west,County Road North Pine Island Road to the south,SW 20th Court to the east,and NW 29th Street to the north.Utilities infrastructure improvements include replacing aging 6"to 12"Polyvinyl Chloride(PVC) and asbestos water mains, upsizing existing 2" to 4"water mains, replacing 6" to 10"asbestos force mains, and designing exfiltration trenches to address localized flooding areas. Professional engineering services include preparing a Basis of Design Report to present the decision, assumption, and design parameters to develop 100%construction documents for the project;reviewing existing Geographic Information System (GIS) files,as-builts,topographic survey and geotechnical reports;providing utility coordination;evaluating existing conditions utilizing the Water GEMS Model; preparing permit application package for jurisdictional agencies; performing water modeling engineering analysis;and,providing design,permitting, and bidding assistance for the installation of water mains,force mains, and stormwater infrastructure. Key scope elements of this project: I 4,--i•‘,-.?j-1‘.i 144:3; '`, :, = 1 l F j,.F,,rf '_ K }l • Hydraulic modeling of water and � x ti' -;r r � s. �� �Iw ,�,,,. .;;� , wastewater infrastructure ��{{ `,+4 s. .,, i' tit , t A�, , `• t ,' li $ J. .- rQT a ► �. . q.:. • Engineering analysis for the upsizing of ti ,. 4K 41 A4 , r -', y , water main and force main f' r -� ,,• 'r' i,1 L�'t FJ1 4r • )� � J r., r • GIS based system analysis and modeling 1 1 r ,w; 1; 1 . • Design of complimentary systems 4 I -••'; 71z1,1 I t4',4: '1 ''.j1: Stormwater a'; r Y �l �� - r pi 1• 't 1.4 ..,4 ., ,. • ,, _,...," it.1 ��r 1 l:.._��� 1 j��J� �_1 1� , .‘., 1 aW Sl 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. BCC Engineering, LLC Miami, FL Prime Consultant (1)FIRM NAME (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:14F5764B-C3B9 4EFF-BE6B-714A86DFAFA8 F STANDARD FORM 330 F: PROJECTS GHYDRAULIC MODELING CATEGORY F,G F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 24 Complete one Section F for each project.) 21. TITLE AND LOCATION I City and State) 22. YEAR COMPLETED Hydraulic Modeling Management for the$215M Pump Station Improvement PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Program(PSIP)/Miami-Dade County,FL 2021 2021 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) Rolando Roque,PE 786-552-8129 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) 300 Engineering, as part of the Program Management team, assisted WASD in providing a comprehensive analysis of sewer system flows and capacity to support the PSIP efforts to upgrade WASD's sewer infrastructure,minimize the risk of sanitary sewer overflows, and reduce infiltration/inflow (I/). The capacity analysis for each PSIP project was based on a detailed study methodology encompassing use of WASD SCADA data,water use and land use planning data,coupled with InfoWater hydraulic modeling to quantify flows in the system and identify existing and future capacity requirements for the 153 PSIP Pump Station basins.300 Engineering's approach helped inform WASD's decisions on providing additional hydraulic capacity where needed and/or targeting sewer system rehabilitation to reduce I/I and supporting WASD's compliance with the USEPA mandated Consent Decree,as well as other regulatory requirements. The project team used a systematic process that incorporated land use planning information,water use and flow monitoring data, and design criteria for estimating wastewater flows in the hydraulic model for WASD's wastewater collection and transmission system.A dynamic hydraulic model of the sewer system was utilized which is based on data in WASD's Geographic Information System(GIS) and then calibrated to ensure that it accurately depicted system performance during peak rain and dry season conditions.The model was used to assess each pump station project efficiently by running scenarios to include the most cost-effective pump station upgrade option. 300 Engineering worked hand in hand to run the hydraulic model while emphasizing a reduction in system pressures and minimizing the impact of pump station upgrades to downstream pump stations. Through a thorough system knowledge of WASD's sewer system and hydraulic model, the project team was able to reduce capital costs and operating costs while maximizing system efficiency. The project Team placed a heavy emphasis on their involvement in the entire pump station life cycle,from data collection and planning, through hydraulic modeling coordination, design, construction, and _� post-construction monitoring. By taking on this role throughout the �« project lifecycle, the project Team was able to become extensively - familiar with projects,easily identifying any issues and ensuring that all completed projects meet the objectives and needs of the stakeholders.Key scope elements of this project include: • Extensive analysis of hydraulic data to accurately depict system ` performance during peak rain and dry season t _ ▪ Hydraulic model runs to define most cost-effective pump station ` upgrade option • Identification of existing and future capacity requirements 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a• 300 Engineering Group,PA Coral Gables,FL Program Manager (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b. Bermello Ajamil Miami,FL Subconsultant-Public Outreach (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 71 DocuSign Envelope ID. 14F5764B-C389-4EFF-BE6B-714A86DFAFA8 O F STANDARD FORM 330 - F: PROJECTS /^ v IiYDRAULIC MODELING CATEGORY F,G F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency.or 10 projects,if not specified. 25 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Wastewater Transmission System Hydraulic Computer Model- PROFESSIONAL SERVICES CONSTRUCTION(It applicable) Wastewater Gravity Sewer Modeling'/Miami-Dade County,FL 2013 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water&Sewer Dept(WASD) James Ferguson,PE 786-552-8108 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) WASD has a gravity sewer model which includes 1018 basins.The gravity sewer collection system (pipes only) was developed using interpolated invert elevations.While the gravity pipe network was incorporated into the overall countywide wastewater model,it was not properly operational at the moment.The computerized model,developed in Infoworks,was focused on the pressured system of pipes and pumps which was developed and calibrated using SCADA data and real-time pump on/off set points.As part of the continued development of the wastewater model in InfoWater,WASD wished to incorporate the gravity system into the model.However,WASD wanted to use a simplified but accurate methodology to expedite model development, reduce model run times,and minimize the associated level of effort.The proposed methodology incorporates two simplifying assumptions: • Use extrapolated invert elevations for the gravity sewer system pipes.The extrapolation methodology starts with the known pipe invert elevation at the wet well and extrapolates inverts upstream as a function of pipe length and diameter.Alternatively, inverts can be extracted from as-built information which is a time-consuming effort that will still result in some information gaps • Use the gravity system stage-storage curve to route gravity basin inflows(design hydrographs)into the pump station wet well. The alternative is to simulate the gravity system in detail which requires an extensive effort to develop the system and will substantially increase model run times Key scope elements for this project include: `� 'R`��"- • Developed the detailed gravity model with as-built invert and rim elevations fori/\\\ Basins 183 and 237 • • Updates to the unit hydrograph based on the Dry Weather Flow hydrograph provided by WASD for the two basins • Obtained and confirmed pump curves,wet well inverts, pump on and off levels, • pressure curves,and SCADA data for PS 183 and 237 • Stage storage curves for the interpolated and as-built model were compared for both basins in order to highlight major differences in data accuracy • Stage storage models for Basins 183 and 237 were created using both the interpolated model and the as-built model storage curves • Diurnal pressure patterns for both basins were obtained from WASD,applied to the interpolated model run, and increased until an overflow (or near overflow) "sr— ` condition was observed.This increased pressure pattern was used as a basis for all _.. other model runs. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. 300 Engineering Group,P.A. Coral Gables,FL "Project Manager—Professional Experience of Franklin A.Torrealba,PE,ENV SP (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE b. 11 FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE C. )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 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 `H At-4 STANDARD FORM 330 - F: PROJECTS PUBLIC OUTREACH `MM CATEGORY H F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects.if not specified. 26 Complete one Section F for each project.) 21. TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Arch Creek Drainage Basin Public Outreach Methodology/ PROFESSIONAL SERVICES CONSTRUCTION Of applicable) Miami-Dade County,FL 2018 Pa�.l�cCTT pwN a 23. PROJECT OWNER'S INFORMATION Miami-Uaar4Ue�5i.of Regulatory&Economic b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER Resources Jim Murley,Chief Resilience Officer (305)375-4811 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) BA was contracted by the Miami-Dade Department of Regulatory and Economic Resources(RER)Office of Resilience to pilot an outreach methodology for potential use in future Adaptation Action Areas and to provide technical and outreach services to get input from local residents on proposed flood resilient solutions for the Arch Creek Drainage Basin in Miami-Dade. Under this contract, BA prepared a brief educational presentation for use in the public meeting and collaborated on images that represent five different flood resiliency/adaptation solutions for the Arch Creek Drainage Basin area, including green infrastructure,living shorelines,sea walls/berms, flood pumps,and raised streets/buildings. BA staff also prepared promotional flyers in English, Spanish and Creole, a meeting agenda, PowerPoint presentation, proposed flood resiliency/adaptation alternatives,and polling survey using pairwise comparison. �- o tiO r-' • ��► 4111 4 k 1 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Bermello Ajamil&Partners Miami,FL Public Outreach (1)FIRM NAME (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 73 DocuSign Envelope ID:10178411-C3e9-4EFF-eEe8-714AMOFAFA$ ("") 4-i STANDARD FORM 330 - F: PROJECTS H AH ,udL'C OU'REACH CATEGORY H F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20.EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency,or 10 projects,if not specified. 27 Complete one Section F for each project.) 21.TITLE AND LOCATION(City and State) 22. YEAR COMPLETED Miami-Dade Expressway Authority(MDX)SR 874 Ramp Connector to 128 St./ PROFESSIONAL SERVICES CONSTRUCTION(If applicable) Miami-Dade County,FL 2021 23. PROJECT OWNER'S INFORMATION a.PROJECT OWNER b.POINT OF CONTACT NAME c.POINT OF CONTACT TELEPHONE NUMBER HNTB/MDX General Engineering Consultant Gil Portela (305)551-8100 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope,size,and cost) BA led the public involvement efforts for this Design/Build project through the faces of planning, design and construction.The corridor included residents and property owners on the segment of SR 874 approximately from SW 117 Avenue to SW 128 Street and all business located on SW 128 Street. Day to day coordination was necessary for the widening of SW 128 Street from 2 to 4 lanes,a mostly commercial and industrial corridor which includes warehouses and flex space.Weekly construction updates were prepared as well as Fact Sheets, and Traffic Advisories.Prior to the start of construction,the BA team worked in identifying encroachments on the public right away, working on advising owners of removal of these encroachments and obtained driveway license agreements from all property owners affected by the widening. ���`` •-',,,> ;' ' --- 1 . . ,— - 4 . 4.0 ' ritill'' 41114"1/41 . t 11"4141116'‘ ' —, itiorzolts..;k ' . • R • - M. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1)FIRM NAME (2)FIRM LOCATION(City and State) (3)ROLE a. Bermello Ajamil&Partners Miami,FL Public Involvement (1)FIRM NAME (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:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (1) STANDARD FORM 330 - G: KEY PERSONNEL `. G. KEY PERSONNEL PARTICIPATION UI 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. Place'X"under project key number for participation in same or similar role.) (From Section E,Block 12) (From Section E,Block 13) 1 2 3 4 5 6 7 8 9 10 Project Director • • • • • • • • • • Franklin A.Torrealbo,PE Fernando Miralles Wilhelm, Technical Director and Water and • • • • • PhD,PE,BCEE,DWRE,F.ASCE Wastewater Hydraulic Modeling Team Lead Ana C.Dvorak,ENV SP Project Manager • • • • • ill Pump Stations Team Lead • • • Reinaldo Rivera-Reyes,PE • Pump Stations Team • • • Chen Li,PE,LEED AP SSES&I/I Team Lead • • • • • Paola Davalos,PE SSES&I/I Team • • • • • • Reinaldo Urquiola,CUC Water Main&Force Main Team Lead • • Rafael J.Ballesteros,PE Water Main&Force Main Team Dan T.Mathews,ENV SP Gravity Main Team Lead • • Nicholas J.Fernandez,PE Gravity Main Team • • • • • • Rodney Lovett Trenchless Technology Team Lead Gil Garcia,CGC,CCM,DBIA • Trenchless Technology Team Steve Caneen Public Outreach • • Tere Garcia Water&Wastewater Hydraulic Victor Herrera,PE Modeling Team 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT(From Section F) NUMBER TITLE OF EXAMPLE PROJECT(From Section F) 1 Water Booster Pump Station W-2 Rehabilitation and Hardening 6 Sanitary Sewer Evaluation Survey(SSES)and Infiltration&Inflow(I/I) Repair Inspection Services for the PSIP 2 Pump Station 1 Rehabilitation and Hardening 7 Sanitary Sewer Evaluation Survey(SSES)Sanitary Sewer Evaluation Survey(SSES)-Night Flow Study and Basin Prioritization 3 $215M Pump Station Improvement Program(PSIP)-Program, 8 Sanitary Sewer Evaluation System Survey 3rd Cycle Report(SSES)& Design&Construction Management and Support Services Smoke Testing of Sanitary Sewer System 4 $1.9B USEPA Consent Decree Miami-Dade County-Program, 9 Sanitary Sewer Evaluation Survey(SSES)-Ill Plan of Compliance Design&Construction Management and Support Services 5 Westwood Lakes Facility,PS 536 and PS 1310 Hardening 10 Bayshore Park Water Main and Force Main Replacement 75 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 0 STANDARD FORM 330 - G: KEY PERSONNEL L = 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 9C"under project key number for participation in same or similar role.) 11 12 13 14 15 16 17 18 19 20 Project Director • • • • • • • • • • Franklin A.Torrealba,PE Fernando Miralles Wilhelm, Technical Director and Water and • • • PhD,PE,BCEE,DWRE,F.ASCE Wastewater Hydraufc Modeling Team Lead • AnaC.Dvorak,ENV SP Project Manager • • • • • Pump Stations Team Lead • • Reinaldo Rivera-Reyes,PE • Pump Stations Team Chen Li,PE.LEEDAP SSES&I/I Team Lead • • Paola Davalos,PE SSES&I/I Team • • Reinaldo Urquiola,CUC Water Main&Force Main Team Lead • • • • • • • Rafael J.Ballesteros,PE Dan T.Mathews,ENV SP Water Main&Force Main Team • • • • • Nicholas J.Fernandez,PE Gravity Main Team Lead • • • • • Rodney Lovett Gravity Main Team • • Trenchless Technology Team Lead • • . Gil Garcia,CGC,CCM,DBIA • Trenchless Technology Team • • Steve Caneen Public Outreach Tere Garcia Water&Wastewater Hydraulic Victor Herrera,PE Modeling Team 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT(From Section F) NUMBER TITLE OF EXAMPLE PROJECT(From Section F) 11 Installation of a 36-inch Water Main along NW 106'hSt from NW 16 PS 0062 Replacement,Gravity Main Extension and Force Main 107'h Ave to the intersection of NW 87'h Ave&NW South River Dr. Installation 12 Design Build for the Installation of a 36-inch Force Main with 54- 17 Engineering and Geological Services for Water,Wastewater,and inch Micro tunnel along NW 107 Ave from 7'h St to 25'h St Reclaimed Wafer Planning 13 BODR for the Rehabilitation/Replacement of 2.5 Miles of 48-inch 18 Pipeline Subaqueous Canal Crossing Replacement across Flamingo PCCP FM along Biscayne Canal Waterway 14 Water Main Replacements and Meter Conversions Design-Build 19 Water Main and Force Main Replacement on Sunset Islands Criteria Package 15 New Gravity system within Basin 1264 20 Government Cut Tunnel Design-Build Criteria Package DocuSign Envelope ID:14F5764B-C389-4EFF-BE66-714A86DFAFA6 (I) STANDARD FORM 330 - G: KEY PERSONNEL `m G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 28. EXAMPLE PROJECTS LISTED IN SECTION F 26.NAMES OF KEY 27.ROLE IN THIS (Fill in"Example Projects Key"section below before completing table. PERSONNEL CONTRACT Place'X"under project key number for participation in same or similar role.) (From Section E,Block 12) (From Section E,Block 13) 21 22 23 24 25 26 27 Project Director Franklin A.Torrealba,PE • • • Fernando Miralles Wilhelm, Technical Director and Water and PhD,PE,BCEE,DWRE,F.ASCE Wastewater Hydraulic Modeling Team Lead • Ana C.Dvorak,ENV SP Project Manager S Reinaldo Rivera-Reyes,PE Pump Stations Team Lead Pump Stations Team Chen Li,PE,LEED AP Paola Davalos,PE SSES&I/I Team Lead • Reinaldo Urquiola,CUC SSES&I/I Team AO Water Main&Force Main Team Lead • Rafael J.Ballesteros,PE Water Main&Force Main Team Dan T.Mathews,ENV SP • Nicholas J.Fernandez,PE Gravity Main Team Lead ill Rodney Lovett Gravity Main Team Gil Garcia,CGC,CCM,DBIA Trenchless Technology Team Lead j • Steve Caneen Trenchless Technology Team • Tere Garcia Public Outreach • • Water&Wastewater Hydraulic t Victor Herrera,PE Modeling Team 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT(From Section F) NUMBEF TITLE OF EXAMPLE PROJECT(From Section F) 21 24-inch Ductile Iron(DI)Force Main in the Town of Miami Lakes- 26 Miami-Dade Expressway Authority(MDX)SR 874 Ramp Engineer of Record Services Connector to 128 St. 22 Bonaventure Fire Flow Modeling Study 27 Arch Creek Drainage Basin Public Outreach Methodology 23 Golf Village Infrastructure Improvements 24 Hydraulic Modeling Management for the$215M Pump Station Improvement Program)PSIP) 25 Wastewater Transmission System Hydraulic Computer Model- Wastewater Gravity Sewer Modeling 77 DocuSign Envelops ID:14F8764B-C3B9-4EFF-BE6B-714A86DFAFA8 ("") STANDARD FORM 330 - G: KEY PERSONNEL SUPPLEMENTAL SERVICES STAFF 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. Place'X"under project key number for participation in same or similar role.) (From Section E,Block 12) (From Section E,Block 13) 1 2 3 4 5 6 7 8 9 10 Jorge M Szauer,PE Storm Water Services GIS • + i Jasmine Perez,ENV SP ill Arthur Tillberg Procurement Services ill Mario Vargas CEI Services • Andres McEwen CEI Services • Ramon Betancourf Project Controls • 41/ Steven M Goldstein,PE,SECB,SI Structural Engineering Sea Walls Christian Aquino,PE Kirk Olney,RLA Landscape Design Services Saul Suarez,RA Architectural Design Services Francisco Alonso,PE Transportation&Traffic Services Geotechnical&Environmental Estela G de Leon Aguilar,MS.PE Engineering Alexander Ciasca,PE Water Tanks Rehabilitation Alex Delgado Benthic Survey Surveying&Mapping • • • Odalys C Bello Services •• _ 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT(From Section F) NUMBER TITLE OF EXAMPLE PROJECT(From Section F) 1 Water Booster Pump Station W-2 Rehabilitation and Hardening 6 Sanitary Sewer Evaluation Survey(SSES)and Infiltration&Inflow(Ill) Repair Inspection Services for the PSIP 2 Pump Station 1 Rehabilitation and Hardening 7 Sanitary Sewer Evaluation Survey(SSES)Sanitary Sewer Evaluation Survey(SSES)-Night Flow Study and Basin Prioritization 3 $215M Pump Station Improvement Program(PSIP)-Program, 8 Sanitary Sewer Evaluation System Survey 3rd Cycle Report(SSES)& Design&Construction Management and Support Services Smoke Testing of Sanitary Sewer System 4 $1.9B USEPA Consent Decree Miami-Dade County-Program, 9 Sanitary Sewer Evaluation Survey(SSES)-I/I Plan of Compliance Design&Construction Management and Support Services 5 Westwood Lakes Facility,PS 536 and PS 1310 Hardening 10 Bayshore Park Water Main and Force Main Replacement STANDARD FORM 330 (REV. 7R02 I) PAGE 4 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 STANDARD FORM 330 - G: KEY PERSONNEL SUPPLEMENTAL SERVICES STAFF G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 28. EXAMPLE PROJECTS LISTED IN SECTION F 26.NAMES OF KEY 27.ROLE IN THIS (Fill in"Example Projects Key"section below before completing table. PERSONNEL CONTRACT Place 7C"under project key number for participation in same or similar role.) (From Section E,Block 12) (From Section E,Block 13) 11 12 13 14 15 16 17 18 19 20 Jorge M Szauer,PE Storm Water Services GIS Jasmine Perez,ENV SP Arthur Tillberg Procurement Services • • Mario Vargas CEI Services • • Andres McEwen CEI Services 41111 Ramon Betancourt Project Controls • • • Steven M Goldstein,PE,SECB,SI Structural Engineering Sea Walls Christian Aquino,PE Landscape Design Services Kirk Olney,RLA Architectural Design Services Saul Suarez,RA Transportation&Traffic Services Francisco Alonso,PE Geotechnical&Environmental Estela G de Leon Aguilar,MS,PE Engineering Alexander Ciasco,PE Water Tanks Rehabilitation Benthic Survey Alex Delgado Surveying&Mapping . • Odalys C Bello Services 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT(From Section F) NUMBER TITLE OF EXAMPLE PROJECT(From Section F) 11 Installation of a 36-inch Water Main along NW 106'hSt from NW 16 PS 0062 Replacement,Gravity Main Extension and Force Main 107'h Ave to the intersection of NW 87'h Ave&NW South River Dr. Installation Engineering and Geological Services for Water,Wastewater,and 12 Design Build for the Installation of a 36-inch Force Main with 54- 17 inch Micro tunnel along NW 107 Ave from 7'h St to 25'h St Reclaimed Water Planning 13 BODR for the Rehabilitation/Replacement of 2.5 Miles of 48-inch 18 Pipeline Subaqueous Canal Crossing Replacement across Flamingo PCCP FM along Biscayne Canal Waterway 14 Water Main Replacements and Meter Conversions Design-Build 19 Water Main and Force Main Replacement on Sunset Islands Criteria Package 15 New Gravity system within Basin 1264 20 Government Cut Tunnel Design-Build Criteria Package STANDARD FORM 330 (REV. 7/2021) PAGE 4 DocuSign Envelope ID:14F57648-C3B9-4EFF-BE6B-714A86DFAFA8 0 STANDARD FORM 330 - G: KEY PERSONNEL SUPPLEMENTAL SERVICES STAFF 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. Place'X"under project key number for participation in same or similar role.) (From Section E,Block 12) (From Section E,Block 13) 21 22 23 24 25 26 27 Storm Water Services Jorge M Szauer,PE •Jasmine Perez,ENV SP GIS Arthur Tillberg Procurement Services CEI Services Mario Vargas CEI Services Andres McEwen Project Controls Ramon Betancourt • Structural Engineering Steven M Goldstein,PE,SECB,SI Sea Walls Christian Aquino,PE Kirk Olney,RLA Landscape Design Services Architectural Design Services Saul Suarez,RA Transportation&Traffic Services Francisco Alonso,PE Geotechnical&Environmental Estela G de Leon Aguilar,MS,PE Engineering Alexander Ciasca,PE Water Tanks Rehabilitation Benthic Survey Alex Delgado Surveying&Mapping Odalys C Bello Services 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT(From Section F) NUMBER TITLE OF EXAMPLE PROJECT(From Section F) 21 24-inch Ductile Iron(DI)Force Main in the Town of Miami Lakes- 26 Miami-Dade Expressway Authority(MDX)SR 874 Ramp Engineer of Record Services Connector to 128 St. 22 Bonaventure Fire Flow Modeling Study 27 Arch Creek Drainage Basin Public Outreach Methodology 23 Golf Village Infrastructure Improvements 24 Hydraulic Modeling Management for the$215M Pump Station Improvement Program(PSIP) 25 Wastewater Transmission System Hydraulic Computer Model- Wastewater Gravity Sewer Modeling STANDARD FORM 330 (REV. 7/2021) PAGE 4 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (°) STANDARD FORM 330 - H: ADDITIONAL INFORMATION H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. 300 Engineering is the City's Trusted Provider with Proven Results for water&wastewater infrastructure engineering services.Our track record of successful project delivery with the City,and many other local municipal agencies, demonstrates we are the best match for this pursuit. We bring value to the City in the following areas: • Shared vision of urban resilience for the City • Firsthand experience and understanding of the challenges faced by the City's water&wastewater infrastructure • In-depth knowledge of the City's water&wastewater infrastructure current conditions, shifting needs and operations • Proven hands-on leadership,recognized for building trusting and lasting relationship with their clients • A truly single-source solution of local resources and experts • Rapid responses to the City's requests • Development of cost-effective approaches to project execution • Flexibility to adapt to the project needs,as well as to schedule and budget requirements • Constant and effective coordination with project stakeholders,including permitting agencies and City's O&M Staff • Unwavering commitment to responsive and expedited project execution in every phase of the project • Proven approach for the incorporation of resilience,sustainability, and hardening components to our proposed engineering solutions • Implementation of the latest technologies to our engineering services • Unmatched expertise and knowledge of the planning,design, permitting,bidding and construction processes for water and wastewater projects in Southeast Florida We invite you review our expanded Project Descriptions and Key Staff Resumes in Appendices 4.1 and 4.3, to obtain more information on our qualifications,local experience and technical expertise for this pursuit. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIB 3/25/2022 33. NA #I 32. DATE TITLE Franklin A Torrealba, PE,ENV SP/Director STANDARD FORM 330(REV.7/2021)PAGE 5 81 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 0 STANDARD FORM 330 PART 2 - GENERAL QUALIFICATIONS ----- -- - 1. SOLICITATION NUMBER(If any) ARCHITECT-ENGINEER QUALIFICATIONS RFQ 2022-122-ND __ PAK I II-GhNEKAL QUALIFIGA I IID S (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 300 Engineering Group,P.A. 2006 56-2612529 2b. STREET 5: OWNERSHIP 2222 Ponce de Leon Blvd a.TYPE 2c. CITY 2d. STATE 2e. ZIP CODE Corporation Coral Gables FL 33134 b.SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE SBE-Miami-Dade County Franklin A Torrealba,PE,ENV SP I Director 7. NAME OF FIRM(If Block 2a is a Branch Office) fib. TELEPHONE NUMBER '6c. E-MAIL ADDRESS 305-602-4602 fatorrealba@300engineering.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 venue Index b.Discipline b.Experience r Code (1)FIRM (2)BRANCH Code (see below) 02 Administrative 9 G04 GIS Services 3 06 Architect 2 SO4 Sewage Collection,Treatment&D 5 08 CADD Technician 0 S13 Stormwater Handling Facilities 1 12 Civil Engineer 14 W02 Water Resources;Hydrology;Grou 2 15 Construction Inspector 6 W03 Water Supply;Treatment&Distrib 3 16 Construction Manager 9 , 18 Cost Engineer/Estimator 1 , 21 Electrical Engineer 1 23 Environmental Engineer 2 29 GIS Specialist 1 42 Mechanical Engineer 2 48 Project Manager 4 62 Water Resources Engineer 2 Other Employees Total 53 , 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 1 3. $250,000 to less than$500,000 8., $10 million to less than$25 million b.Non-Federal Work 7 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 7 s /¢ 12. AUTHORIZED REPRESENTATIVE �✓// The foregoing is a statement of facts. a.SIGNAT fi b.DATE 4. 03/25/2022 c.NAME AND LE Frailty Ae,off ,PE,ENV SP/Director—Principal STANDARD FORM 330(REV.8/2016)PAGE 6 DocuSign Envelope ID:14F5764B=C3B9-4EFF-BE6B-714A86DFAFA8 el) LICENSES+ CERTIFICATIONS — 300 ENGINEERING GROUP, P.A. ,<,.;�� Rm»a Ga.� . FBPE err4:'"1c sW +.Y STATE OF FLORIDA'R ' ' • • State of Florida BOARD OF P OF EO..1,AL ENGINEERS . ``z �1, THE PROFESSIO £riGt NEER IER UC ED UNDER THE - Department of State PRt)VIS(ON4VITE4ZlfTUTES . • t �' . . I certify from the records of this office that 300 ENGINEERING GROUP,P.A. TO IcA A if11EkIVl{LI Nrt�O 10 is a corporation organized under the laws of the State of Florida,filed on • N `bo�y77a2 .- tl 1 • ' ' September 18,2006. t It \...tit r rs o... `;STi.s.' O h.i' - .. The document number of this corporation is P06000119745. `- .'•.4,': j; r ' - I further certify that said corporation has paid all fees due this office through EXPIRATION DA EBRUARV 2E1,2023 December 31,2022,that its most recent annual report/uniform business report Always verify licenses online at MyFloddaucense.com was filed on January 31,2022,and that its status is active. Cl. :.%,O • _ • 1 . Do not alter thlsdocumentln any form. I further certify that said corporation has not filed Articles of Dissolution --' — ,This 19 your license.It is unlawful for anyone other than the licensee to use this document Local Business Tax Receipt LBT Miami—Dade County,State of Florida Given under my hand and the -TNISIS NOES SILL-BO NOT PAY Greed Seal of the Slate of Florida at Tallahassee,the Capita,this 1112450 eeann No RENEWAL the i7llllyfirstday of January, 3suss..NAssE/Locsnory 00 ENGINEERING GROUP PA fisS9265 EXPIRES 2022 2222 PONCE DE LEON BLVD SECM MugPTEMBER 30.2022 STE 300 sp.wo mww-yM os 7� CORAL GABLES,FL 331M Pursuant rem nneode ern A ��}} GWEN.-An 98 to or BUsTNESS ta'f .d .`es' t_L SOO ENGINEERING GROUP PA 212OWNER SSG.1•e PAICORPIPMTNERSHI nv TA rnu¢i on ya CIO FRANKLINTORREALRA PIFIRM d3OOa 09101fN21 i 4.h ,�'%' ��/y/,/�/'�-r,J�/'Jn EmPlayee(k) ] INT-21-324626 �ii-Vt.''' ,,-- . I�7__""' Tn.1�.Ic.I...Tr.wM..1,rant,.a.Amao.I�werawT.an.amwu.n.l0..a. q'�A ` war,w.Praia.a.del.leressmeN�m era m.e,a.®..N.nmw+.�.t Secretary of State ee air m�edr.u� a.h.e.e Tracking Number.1764923278CC • tomtit mote.Daewoo. arena easiness Dsw'mmml To authenticate this�ntevicit the following slte,enmrthis number,and then IAM ,� follow the instructions displayed. TRISSESSITI Fsmananm https:0,emiceasutlhir.Su finFibng✓CcrlficateOlStaw0CerttauteAuthcoticatioo Juno 23,2021 Fanklh1 Tolman, 300 Engineering Group,PA. 2222 Pram de Leon Blvd Suite 300 • Merril.FL33136 Approval Date:March 31.2021-Sma1 Business Enterprise-Architectural&Engineering(SSE-ABE) Expiration Date:March 31,2024 smarm Sm..impartment Deer Frenhtin Tomoalba, amdl einld.t Stn.10 Mai review yo,oppb Small Business Development ed fo),edvislon.OU ARTS S Services Dammam(ISO)a Oa completed me ram RUM.s311a rBvbwofE terpriumlimandanad Engineering(dformrti0me Steal BusnessE ony m(SEE)fied as rgram.ono goerntye smog 1,05.373.3111 Pam3n31m Beakless 2.0.11.1.1:2-8.ti r2.t0A.ON 103102Bof Mem4DadeC ntys.dosmeryriso(SEE)programs am governed by This Small Business Enterprbo-ATWlodurai A EngileOMg(SBE-ME)certification is valid for three yeah podded that you submit 'Continuing ElgiblMARdaie on or before your emieersary data.Marty 31,2022.The affidevd most indmta any charge,or no June 23.2021 Mangos te your fine pertinent to your m1ll amn efigUioy.The submittal of a'Cmdnuhg Elgiboly Alfrdavr armuSly with specific FraNdw Tarreal0e supporting documents on or before your Mnhava1y0ate is required toNu maintain Me eeyeer ceAfi�a n.You we be notified of 3O0 Enpmmrhg Group.P.A. blsrsame .advance of the AniwrSdry Dab.Faam no mmplywm me said rmp0mibiitiea may mud b hwnodide action 2222 Ponce do Loon Bind Su00300 If at any time thereb a material Mange In the!irdudng.but at anted to.oxnensNR officers,director,acme.of work being Miami,FL 33130 performed.dairy operations,affiliation(s)with other businesses or the physical lon or me firm.you must notifythb omen In writing wMw(30)days.Notification should Include supporting&cementation.You will receive timely instruction.from this office m Approval Date:Mardi 31,2021-Disadvantaged Madness Enterprise(013E) to how you should proceed.V necessary.Thb beer will be Me only approval notification issued for the duration of your firm's three Anniversary Dab:March 31.2022 pars'certification.lithe firm attains graduation or becomes baegmle during the throo-year certification period,you will be properly notified following an alMrvstratao process that your fim's certification has been removed pasuant to Me code. Dear Franklin TEM:Et, Your Elm a name and tin love)will No Isted In the directory for ell SEE certified fie,,which can be amassed through Miami-Dade Miami-Dade County 5ma18usis>m ONENOSmem(SBD),advisor of the Internal Services Depoament(ISD).b pleased to notify CmnN,SBowobidandparcYate on ndantatvamalmuame0NmhilcetonOse measures The categories as Rstnd belwvaeome you you Mat your firm b mired urda the Flaida Unified Confcotion Program(UCPL Your him meets the elk'Bitty requilemonb fee the eppomuntly to bid and mrticlpateonmntrads with Small Busness Enterprise msawres certification ma Disadvantaged Business E,terprisa(SBE)in accedence with dB CFR Part 25. Ills strongly recommended that you register your firm as a vendor with MamI-ado Cnt.To register.you mayvise: DBE certification boo,omnswM a000hoion dote:however.fires are required m attest that mere are no changes via the No Countvwwmuanvean. rymons or corenns,wirtbhalonaadd Tlankyeutoryoalmtrest In doing business with Miami-Dade Change Declaration rpm on or before the frm's annwnarydato to remain codified.You will be ndtod of your anal County. you have any questions c concerns,you may mntad our office et JOS3T53111 coin email at sb&md®mlemde0o.gw. responsibimes in advance of the Anniversary Dam fisted above.You must subm3 the anal No Change Declaration loom no later 5beerely, than the Anniversary Date to maintain your atonally.Your from 1M1 be listed in the UCP DBE Directory which can be accessed Through the Florida Department of Transportation's wwbnilo:tlspfN.ww0b Got.slatefi usrFgiai 2 .0 INOm B ' D'rect (. /, /dII- Aid(FM,FTDBE Ao d FHWA)pro'ydIs NOT a �of auk Florida ashut IOBE cos the firm to compete for and ntractor,vubw,n00dor,consult consultant,perform eulanlrcnmebdaDOppllol.Federal (..,Le•Fj1. J(1 in a If at any time there b a material change in your firm,you mud advise this office by sworn affidavit and supporting documentation wain thky(30)days.Changes include.but are at Milled to ownership,officers,&roger,management key nenonmL scone Of Gary Hatoid Wvkpedm aed,dailycpeatiee,co-going m businessh0onslips with othmf.bdvlduab or the phydcallaal not your fin. ObodordSma0 BmineSS Development ANSI our review,you win remove droEudbns as to hew you should ponied.it necessary.Fodioo to comply will result in ac ice to remade your rem s DBE certification. GUE001,E4:D'uunnn rodeo or pump.",on women wryemw ewe r6e0mb.l O bsbangly ended and you register your form e,a vendor with Miaml-Dade County.To register.yoU may visit MOGTee o3aT:SITE OEVETCPMENTAND I%R.INGLOTOESIGN mbmidad0. 0i9 l g.Thalkymu fayoalnlmrest In doing bdine„wah Miami-0adO _ MINOR DCain Iyou lave mlygmstims ormnmme,you ray contact mromm al3QS3)53111 mrs�d�mamidada.g04 IESCECC MDcicc MOE WATER DISTRIBUTION AND SMEARY SEWAGE COLLECTION AND TRw5M1sstON TUNNELING FOR WATER DISTRIBUTION AND SANITARY SEWAGE COLEcnoN AND TRANSMISSION SYSTEMS NOC-TSSincerely. TUNNELINGGGmo1 WATER AND SANITARY SEWAGE PIMPING FAMINES M30acc coal WATER AND SANITARY SEWAGE TREATMENT wMtr6 MOGTCC NEONSTORMWATER DRAINAGE DESIGN ENGINEERING SERVICES ti MDGTGC 11:GENERAL STRUCTURAL ENGINEERING MDGTGC 12:GENERAL MECHANICAL ENGINEERING MOGTCC 11 GENERAL ELECTRICAL ENGINNERING Cary HoNaY MOGTCO 18:GENERAL CIVIL ENGINEERING Director of Smog Business Development MDGTGC 17:ENGINEERING CONSTRUCTION MANAGEMENT ENCS,EVER,nie Mar Ron IT a...E mmpns MM performw.n mm050nT Teamlm:Pmrd.lNalrs EN.a mW my ram DBE el MDGTGC 19-06'.WATER AND SANITARY SYSTEMS NAILS 511330:ENGINEERING SERVICES ACME aNab.wt performed Is Ins Rising M...1 83 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 r) LICENSES + CERTIFICATIONS :,...:',..,.:.:,'A:f, 1:•,,,;'-,.,••":, ,..,,k ................ , ___, .•,,„, ,,,,.,,,,..,,,,,,:...,,,„,„ AFBPE _ • Z \ , �\ STATE OF FLORIDA _ Ju107 2017 � ‘ . BOARD OF PROFESSIONAL ENGINEERS ENVISION" • ^� i `.`a�*gll% S�' THE PROFESSIONAL ENG1NEEER REL, L'IaC QED UNDER THE :Dec 3t,2022 t PROVISIONSCHAPFER171 FEORIDAJT TUTES ANA DVORAK • �l ,, F pDpEZ OL.ASJA�_M, S nNl I i5830 ,5 ', - 16,+. • ENVISION SUSTAINABILITY PROFESSIONAL -� \C��.1 MI ,r. R 331 ; EXPIRATION DATE FEBRUARY 28,2023 Always miry Ganses online at MyFbridallcense.rom ' Or.;y O � omarmrmm���Z � • '1:y�, Do not alter Nis document In any form. This is your license It Is unlawful for anyone other than the licensee to use this document 11111111111. 4, lionDesaner,Gve,rnr mama r �� AFBPE; __ ti w ''' r STATE OF FLORIDA • _ Nov 06 2018 BOARD OF PROFESSIONAL ENGINEERS ENVISION' an. ' ,e��'•'�j1'►1. —A`�ieo. 'THE PROFESSIONALS IGINEERREREI 15LICENSED UNDER THE Nov 06 2W2 ' U �"...�"' r .,..a' - ^amr PROVISIO FCH ERA71 FEORIDA31 TUTES In1-7acL._ 06 T DANIEL MATHEWS ,�/ • ( fjj ) - • ENVISION SUSTAINABILITY PROFESSIONAL. ? 'om°a 1^'as' FL9319 ya1! EXPIRATION DATE FEBRUARY 28,2023 - - Always verify nceeses online at MYFloridaUcense.com _sdrun r�.s�,j'y� Do not alter this document In any form. `"I�4 t ','o" ThIs Is your llcenu.lt is unlawful for anyone other than the licensee to use this document ELL c III: non nesamtcomm, �� D � ' , FBPE 1111.1111 • ".x.4 STATE OF FLORIDA' Ar.,..., 11.11111. _ , Apr 2S,2018 BOARD OF�P+R+OFESSIONAL ENGINEERS FNVISION' .v'��-11 ,,���� O t10 2022 THE PROFESSIONAL EIVGSNEEi1FEREI JSS LENSED UNDER THE PROVISIONS'q CHAPTER:4 1 PtORIRA F TUTES JASMINE PEREZ t' ,�.• + 41 MI LLV�IIC��H LNI,FERNANDO R. yeti 8$OoAAD�MOAR�DR-" O ENVISION SUSTAINABILITY PROFESSIONAL . \ 8 ESD: D?0,111 a�, I IJ[ENSEt7UMBER dF56549 I EXPIRATION DATE:FEBRUARY28,2023 Always verify licenses online al MYFloridalicense.com I„mrvasaraaaea ••+ Do not alter this documentIn any form. F j '¢aww t' .• ••This is yoor license.RI,unlawful Ion any one other than the licensee to use this document DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 0 LICENSES + CERTIFICATIONS /Lim= , . . I . FBPE. „ . . AFBPE • II' 'lli uovo,.....eutztl`.1 k 17h.:!,,4',1,,.4"ArtZti : . . • -4'4-1,,, .• ' . STATE OF FLORIDA . ' ' . STATE OF FLORIDA' . • , • . . , . . • . . . . , • . . . , . . . . BOARD OF PRoFEsiJoNAi,ENGINEERS BOARD OF PROFESSIONALENGINEERS .• • ' Irik*1- 1 81%1' . . • • 6,0es". THE PROFESSIOVL ..„9.NEERHERgl_ 4C.ENS„ED UNDER THE' 1 - THE PROFESSIOV,06INEEIIIIJEB.EIS4.1,:tNC. „SEC.UNDER THE • PROVISIO SVEZI•IT4PTE.1142Th10 I /UT.TUTES ' .' . PROVISIO5L'?F4.-07..7,41.ktFPRIDtSf TUTES . . . '' f=-14.-•-•--*-,e — ' • - .• .. • . • .. . • . . . - . . co--- , • •••••.21C, .- . • • . , . . i. • , '-'0i. EI,NAL .Q7.'.4" . . . . .rialf ItC•HfIst•-4;-.Te 4 , . .• • -._..,,fl.1‘.--i'_--,,,,....,,, .,.,.. ; , . • -.....5A -te.,...A.---.2....,-,r h tv ,, . *• i, ,q,87-.,49TH PI.••- ti , . , \Pe„,...• .r.... 330•-.Al. . . , . . . . • , • *:••:1/ 51,-.3•.••e•>S • . . • 4.: '5,--1,,, 44' • - • . - , -.sr thou:P03476 ' • . . !• . . • . EXPIRATION DA • EBRUARY 28,2023. • EXPIRATION DA • BRUARY 28,2023 . , Ahvays verity keens.online at MyfloridaLicense core, . . . Always verify licenses onGne at MyFloddaLiceme.corn . ' .. . . . . - Ak4...e.;•••"•' ' Do not alter thlsdocument In any f onn.- ..F.,-., . Do not alter Ai:document in any form. .`2i-14-fl. . ' g-....•,,,v. •This Is your license.It is unlawful for anyone other than the licensee to use this document . .-_, l2,. .6. .This Is your kense It is unlawful for anyone other than the licensee to use this document ''' .- ' • , . . . . . . . . - . ' . 1 . .. • , . . ,,36'40,..N„ eon oesanth.Gomm. . . • ',,O ',u, .Pon DeSanGOvenvos 4- . lull,Brown.Secre • • v•-•44r-J. . . FBPE' :,..,••,2,0.,;,-; . • : Au.,,,,=.11 . 'Y d blor . . .STATE OF FLORIDA' ' • ,,, STATE OF FLORIDA .4, . , . DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION . . . . • BOARD OF PROFESSIONAL ENGINEERS' 1 BOARD OF ARCHITECTUREWINTERIOR DESIGN • __.411-1th• , . ....11 A W9-0,.t.c,..,,'• THE PROFESSIO4INEEdWEIk.KENED UNDER THE . THE ARCrE.9•1-1ERElaISLICENSeucuNDER THE • • PROVISIO PrOAPTERTATFE0 1E/A5T•TUTES P ROVI SI OI.VOSAPTEnirfr-‘0121bAk TUTES - 7_--:-•-•.v. 12" ,,,ts, --,3 ;=, *c' • 4, ,.. :.- z•--. _ .. • - • co , -:,-,142--_,V'f•-'_.,-_`-, ,s.. . - /Off-, ''•..-e7.- .....L:-'''...5.-.--1-.---.'' • . P.!,Wz., •,:q..16 -'.+s-: )0,1' • • . , : ..;71-ez •.‘„, . . _ . • BAttit&I'lltii..RAFAElflpr B . . • -.., ...„,-;-_------Rot.=- • • • ' l'"- •Uk-,--k:-4.IM..,i-Op • i -41,pvizst srptNu-4; - • %,, 60`S.,BAy_SHORE DR,H2Lta,00 . , • , , 1)itriff- 7.PV33133 1,r. • . '•.* .\_ ..,46e rs' 44994".ifie. 7• , , ' "Ar. .49":14 ''''''.1 .1:Mr1 ,it'y 4V • .... -..,. ' .01%,... , ... . IIIIMMett aleAR0006878 _. _._ EXPIRATION DATE FEBRUARY 28,2023 . EXPIRATION DATE:FEIRUARY 28,2023 . • . . , Always verify licenses online at MyFlaridaUcenselorn Always verify FicenseS ogee at Myfloridalicensecom , . . . • • . 1:.!../-"'ft..1:1 .. 0ZAA' Do not alter this document in any form. '„.0' : .Do not alter thi;document in any form. -• •-. te• •This is your license.It is unlawful for anyone other than the licensee to use this document '''7,..57f4 ' This Is your Venue.It is unlawful for anyone other than the licensee to use this document . . . ' • - . -CvaDlr, Arose...Alt Awe...re . • AFBPE sl.,.1, ...6,, ..41,??•=1,, Halsey8calwais,Secretary • . '..., . . latr10..... 4Pai i .'1,4,V4r . 1..:::160-r .-...v ..- . , STATE OF FLORIDA - . 1 ''*4•'-'..C., STATE OF FLORIDA -_ _ DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION • . • , BOARD OF PROFXSSIONAL ENGINEERS BOARD OF ARCHITECTUREAIKTIOR DESIGN • . ...0A% 10-F•••__Ar...,.. Irl kL---SITS' THE PROFESS101,,lAt.....9NEER41E41 IegE9 UNDER THE THE ARO"TEH_EZEZIISLIJI_GENSE13....NRER THE PROVISIONSVILCHITER'47;fTEORI itti TUTES . . PROVISIO ID.eaAPT13,;47-1Iii,KOWID.OT TUTES . ,,... ...:= ••• • . , • • : i..-.X .• -,s, •'-•- '.0 , , .. • _, ,, . • 4 **EL. IO-6 — _ft EM...4 . -E-R-RELL&WIUN'A.0 , . ., ',, Ill•rsizfilt,i;•I:7Eil:*4€ tf, . ' BERMELLO illitl• 14V-gliajWidir,, INEERS,INC. ' • .BO FIATO.-le••-•.P133433 ks; , "glIME.461•411LIgPARTNERONG . , \• ,.....--411,;:t.tatip,„.,., .i• . .q_26C<LviABHAO-r.LVD.Y/a c crG5BLE .PLY,_.:*34 ele "'• ..m.'\S' a. - . ' IIIMEn=ra2=1111. , . I uaNsE.tillmatleAR9007-200 I . . • ,,,....,_ EXPIRATION DATE:FEBRUARY 28,2023 . EXPIRATION DAT..rEBRUARY 28.2023 . . . . Always verify licenses online at MyrioridaLicenze.com . Always verify licenses onfrne at MyFloridaLicense.corn . . . • Ei.'0E1• . . Ei 4 ,213 , • . po not alter thli document in any form. ri!..,,,_j;t:,,''' 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 *.'W-V--• Thls Is your license It Is unlawful for anyone other than the licensee to use this document ID'''•4' 85 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 0 , LICENSES + CERTIFICATIONS L, >c Ron C.a..G.,. . •• - AB tewn5 u ay ' ! ,>u, 0.m DcSandy GP/error � dr 4FBPEI .,, . . 4,r�;- tee ^� ,�. STATE OF FLORIDA' '�;,,�. STATE OF FLORIDA' j DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 'tea - - BOARDOF N SCAPE' CHRECIURE i BOARD OFPRO E�ONQLENGINEERS • !I THE LANDSCAPER P,t�J TtHERE101:BA$ GI RED UNDER THE . . THE PROFESSIOrLud.RINEEkHEREI �v''1��,`C�ENSED UNDER THE PROVISIONS' FCH ER�4Q1 fLDRIRA •,TOTES - PROVISIONS AtTHIPTER'471 FL'ORI A�ATUTES F� Fit a pz: ®: l ( � 7 a % . • fQs`]0 .CaRkitgER ER• IRE6A VIGT"pR�fi;� , W Y i�s � nrisfRE.Eli i. , IiI"RR"�4- sTf�EE""'�a.<' OLL YV "0:r,.r i�1 •�t,A'1 MI - �L331 - s• t:HOLLp DO �l FL'020.i - v`. v sn,�`«si` _ LICENS f1MBER LA0003 oS ' ' •. EXPIRATION DA r NOV.EMBER 30,2023 EXPIRATION DAT• EBRUARV 28,2023 Always verity licenses online at MyfloddaU ecens Coen AMmyevedfy lirenses online al MyFloridaUeense.com t wola^5,)• Do not alter thisdocument In any form.' [ac,-'` Donatalter tt document in any form.' 14- y~:e: 'This Is your license.It is unlawful for anyone other than the licensee to use this document •f O ...0: .This Is your license.It is unlawful for anyone other than the licensee to use this document ot ...nu owernor 4FBPE �FBPE ,,a,. . ". i, - STATE OF FLORIDA '� ,: STATE OF FLORIDA' an ' BOARD OF PROF SIONAL ENGINEERS • ' BOARD OF PROFS SIONAL ENGINEERS rim" may:%. 4 E n THE PROFESSION A"NGINEER�ERE1N15 LIC�TISED UNDER THE THE PROFESSIOrl ELNEI EER;HEREI SL�CEN,SkED UNDER THE PROVISIO S �F,OHAF}}}TyyyER`471 FLORIDA ATl1TE5. • • • PROVISIO 4:ftl TER'471 FEO IDASTy TUTES 44 1� �s�4� StQECI�IIJSPE RtNUMBBB 070 IA-'15UI44 E(iRl AN, • OLDSTIEIN, E MA 1.._"11�1 P2'$OSC 9• + _f • - , It•- Stly4 Ali_ V 4U 9n n •.VP+i EAR FL,33014 • e MIAMfS:^- A,1�33173. �'• • • EXPIRATION DATE-FEBRUARY 28,2023 EXPIRATION DA••.EIRUARY28,2023 • . , ' Always verify licenses online at MyFlmidaUcense.eom Always verity licenses onSne;t MyFloridaUcense.com . j�'' Do not alter this document in any form., ' ,:, .`. Do not alter this document in any form. •N • •This is your license.lt Is unlawful for anyone other than the licensee to use this document I ..0• •This Is your license.It Is unlawful for anyone other than the licensee to use this document ' 4D. .... 1,,Gwenv Ron uesand,,Govemm MebAe S.fdmntaveby • 43 4 FBPE` `r i A FBPE STATE OF FLORIDA' .,x STATE OF FLORIDA • • BOARD OF PROFESSIONAL ENGINEERS I •BOARD OF PiSOF SSIONAL ENGINEERS -..era.. .,, .E THE PROFESSION�tLt G1NEElitHE(1EIN lCENSED UNDER THE • THE PROFESSIONAL€1JC,iNEER"HERD . I:NSED UN DER THE PRONSI041 CH EZ471 FEIDRIDA3T TUTES ' , ' PROMS O` 'OF.C1, ER'4ZS RrDA TUTES • • . tr-,..,L -,.. .._,•,.•--,./..-,--‘,Ate, , • . A10050 pBANCOcskiAN;az i C GAfA1 EXANDE i'DAV0.ID t- lam, tln�-_- �.: ^. _2g95,crikaOSA 6LU9fri ,. t, 1 Sy 6T TFRRACfR a�� •tI4 1{69 .kC331841,AAA t � , fa 't . ' 4 "0 • '� e,WILI> 4 33aDT e , • - EXPIRATION DATE:FEBRUARY 28,2023 - EXPIRATION DATE FEBRUARY 28,2023 Always verily licenses online at MyFloddeLicensecom Always verify licenses online at MyFloridaUcense"coon 141 Do not alter this document In any form. t ,i'.: Do not alter Al document in any torn. arr 0' TNslsvWrl'een:elu:enwwfolroranrone other tnanthe tteen:<em�emisdocument — i =�"i`a` •Tnlswynenc�ense.Rlsnnwwfelmranyanaethe.rnareneReenseeme:<lN:aeNment- - piti'7..' � - - 1 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 (1) • LICENSES + CERTIFICATIONS (t 0.mC:Seel Come. • ,x.-. : „ .x.x.` . _ " =` I ;4FBPE1 :I e' y' ."STATEiOF FLORIDAAAAAA =','�. • - ar' • STATE OF FLORIDA- ' DEP R SEN p1F,4 USINESS_NsID - - - O- .--PROFESS!- j o - EG.ULATIO •BOARD OF PRO�[FiES�SI ,L ENGINEERS -.-. ,r',.,- _,,,_,, - '. •-•-•--- THE PROFESSIO _ eillatiEER _,-,,,.4 i SED UNDER TNE •- - clfs�C1�224558' p , S.SUED. 07/261.12016 ' •PROVISIO p Z1 FCORID TUTES , . ' '''"''e`" ``"d !`a ' 6."3"` -�_ ^_ 07.5) --CERTfUND€RGROUND 8PEXCAV ONTR �p�"`:^- ; pod ,er <URQUIOIA�R (�N„.A DO, `"_...'1 Jam-tab-.-. ... •• •'- - LEO curd I G 1 .N NA, ' MIAMI DADS VUAT R ND SEWS DEPAR y ) ; �... • IS p ECERTIFI Dunderthe vislnseof LN 4Dag,S• !"r EPIRATIINDA ' xo'UARY28;2023 . aprei0ndae`erA G31t018'"` '-.m'L 6 726([t 46 (tNnpnct N neeaaulnertMffnddaLiceme.cam O.<,, CI Vim• Doro[allerttos rlounnent in arryforin. II Licensee Details -..4'.--.• •Ties if•yueli ease.It is unlawful for anyarseother than thelicensee to fee this document - 1 Licensee Informaion bib. _ - ' Name: BCC ENGINEERING,LLC(Primary Nurse) - ------'-- - Main Address: 6401 SW 97111 AVENUE SUITE 100 MIAMI Florida 33173 County: DADE SSPCen License Malang: n r. NaeLne»`a UcenzeLacatlon: wvw.npcary SOO Trumbull Drive Pittsburgh.PA 1 sun Pt41221112331 T:677.291.771T r:412.4443591 License Information License Type: Registry January,29,2021 Rank: Registry License Number: 7164 status: current Cliff Dykes ucensure Date: 04/26/199S Croce Coating(A division of the Comm Corporation) Expires: 250 SW 36th Terr Gainesville FL 32607 Spacial Qualifications Qua0no0o0 Effective Subject: SSPC Concrete Coating Inspector Lcve12(CCI1.2)Recertification End:Wallet ID Card Certification 6 44703. - - This Item is to inform you that you have spree-sefully completed your SSPC Concrete Coating Licensee Details Inspector Level 2(CCIL2)recertification. Licensee information Name: UNIVERSAL ENGINEERING SCIENCES,LLC(Primary name) Successful completion of the recertification process reaffirms that you understand the Main Address: 3632 MAGGIE BOULEVARD ORLANDO Florida 328116697 principles of Concrete Coating Certification program,have met the prerequisites needed, Counq• ORANGE and passed the recertification exam. License Mailing: This certification is awarded for a period of four(4)years and will expire on 2292024. unenseLOwunn: - •tbr[m Lkpa.r..to[Aades(mre:aul Cmuvmcrinrek - License Information • LerV"orconsaaerse.4:t.' Lhcnsc.no.:LS61GY,' License Type: Registry Bawd olproee�min,eeyonaot Nnprere E' Data February 28,202T Rank: Registry "A% • ZOOS AIu1erAm Pneny.7'mtel n0.0lnridw.V]99.6500 Pirnnon •,��/' `�.y • License Number: 549 ` - Status: Cement UCefsure Date: 04/27,0903 . . - • - - • . - Expires: .Professional*Surveyor and Mapper License , . - . ' •Unduthe ptoviSiunx of Cimpter 472,Divide Sramtes Special Qualifications Qualification Effective • - n•-. ODALVSCBEL1A.IZNAGA • 122306W Ia13TAVR STESOI L•r. ✓ . -MNM4 FL 13500-0 01 . . , . - UNITED STATES OFAMERIDA o.r. !J NiCOLE'NINN L ` • - COMM5510NUR OP Mii(ICILilRE W :=ia• -• n An70O • g m• 8uSan • • , mme �r eee,;..w.mu.nuu .9gmas'msu-ia g-.'1 604.641mi KGOLEYCAR(t 0OW19TNAVENUE . Tnnea*e . An los �t�4 Marco 000 1 •6137-hill_ 754My.1062 'r�`l�:�•�..��yf zi ,`,\ [, a i't�14-I�Ax"e pu°bouD�"tD`"RAaDs.era ion, - n 0e11A11201D • PGUSACARR<<OENJA1LNCVESLEy44«<2<Cc««c« ONLINE SERVICES LICENSEE DETAILS 0005017500uSAv20525SN20D3n63«««cc««<d<B Licensee Information - _ Appif her A texts. . fEallie:y .-- DAR_DIA.GILIPetneiy Hars•+h _ __ __ w >,reidyatu enen. I INDMDUAL toea Onset - -TM kp. .__ ' 'Wm,/Foedataxigln3 Repeal.. Main Address. - ..ie01NSTRiET _ .., y R,ei, 18048 SW 146TNAVENUE t „r �e.0 s,. Pm a CnmpNm� i MIAMI:Florida J3177 ) .Mdrtic=.+�a .. colddu mg Edunul n terse --.-.__. 'fin`'.. `i(t{ctw1A uoTrovistiaNa[l 1 .County;, ••DADS. -. , •7p Yecillae,,,4; xrasr i.r mow.V43thtion SW. Lleenselnlormatlen__.—._.- _ .- t+ ;'e - ITUteoneTypn,' Ocr6tled0eneralContractor i R 'S>t�'t1, iIJB� FOUl EaueS Wgrrmtan Rarx Cod General � .. ...ifJ Untcmcm AUIYd1,Sen[Ct ". Licetsse Number: C00058260 "tigsM�. 1 iStoles, Curtont(naeOvo 'AB.t7Odmqumltlmeici.d,Aclvdr' IVtereetRPia puweexepl0 mate LLItSavif Llccaiafro Date; OL08f1996 • }},, _ _ i Eipi7es: _—0813712022 ___T__.-._ I - 87 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 , V ' .k. ' •- ,---- ., i' .,,:,;.,.''''..-,P4.-. - v•i'"-„' i..'. r tr '' • ",5,,,"',.-'..'-'01,,.. ,i ' ' ' • :: :' ;. '' '1-1,41`44,,,St:„, . - - , ., , ' .-- ' '` ,' ,''. ..'`,:tit.S.,Ig'-c.•:- - _ ____ ''.t.. ''t‘:'IL.r.iP •' ...4";1':, ____ : ,,,.",!, r, e'..,,:".its,*,';'''''',''''''Cf... '•• .. , ,,i' . 'P''' I I . - --- - 11:7711- rz a t. '1.. __ _ . - .. ow !,ie. ,, . . • ...,. v. -..., 114kipri ' j _ __. _„,..."------ _-- _ DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 TA B , , APPROACH + METHODOLOGY ' 1 i DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 � ' ' ip*` 7. _ ti, wre �i ,r t, THE SI \GLE SOURCE S LU • TL: ,,, EF o RK TO YOUR STATEMNT yV m I - WWwe Systemsater/ Hydraulic asteatr Modeling fle , Design, Permitting, '' 0 , ; Bidding Services, and ,6 --, _ z , i . t ��. Construction Services EAC Hte \''''''.1 .ri < •-.. _ 000000600000000 Adaptation of the WE ARE YOUR RECOGNIZED j_ -..— Water System CIP �' a`` &TRUSTED PROVIDER FOR ' ........... " "�i Shifting Needs , VP 1 + Adaptation of the ,: ,,e t.r Wastewater System CIP Shiftin Needs _______,,,,,„\ - - — Various Studies and Reports -LkUlii Bevy. -b 1' e n tid� 'o, F BERSO—:_—eiftt,Ellekii P-7-f- fill :--4'trt-----je • — '--:--:- ...,timt,%::`•• :44.Artl:^ ..%--- t-..it--* ',1 -`11. -'1, 1 /--1 it ,-.,--......_ �� _fit y' :•r▪ ''tt .y.Z,; 1.-"h....".j 4 .,* ~ ,t��}q� -'.'�_.�77. - rJ _=... - V 3 a 'z ,vSr..�r�▪ C"R i� {' "1ti ti � a 1 '*•� y 7- _ �..+ �,. e r•r:. �"'„ r72 -1 1 .4,. '-11! , s �p f°1 r it'--•� ;� �.�, tea ':-sy' ...v'�', 5ri►c_ •-•!! , .{} .y r' - F r .. t -Ai.;.v.;se.= smc.0--, � „t ao,, Spa ','� ` .. 'ems.' rT too_ =-fir•. .s` �' ` F�" .� _kil • Yj+�y' P,1 Tom_ �1.1� :1- -:„1 /-'! ...,. �.Y � rr~ ova.'�y ;i5 RYss 'F7 1 Q*,'-a ¢¢'�� '�/� 4 L -� -�i Itlftl{flillll �o'.. Jz tp-ii3 t'� ,F�i � �16•?dd,+ A,1. "k e5' 1 .„,...- — _.. -; virimnttriiiiit �,,,,--._,,,,_ . . ...,.._ r`"-'.xq".:,5 � �� ie„.,,-. yi �A ‘D`1'.,t , .y .' L� i r. t�,,,,, 117ft 11 _� "'7• , 'T. +, /•7,-, ,'''' "lir DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 . .. .1 ,..._ •,,,, *F4*; ' • i-.. ''.• .,,,:•: ' "•.;,4.1,•'.. ' ' • ,-,..,:.„,..•••=.,.., .,, • , . . . h 1164P , . . . s.. + ,..4 Ab A B C D E - A lo o o illi . i sfOrP; 1..... ". ,Or 1 111 r I (17:) 111:+ it -N 'o• : me:,..„4 0 I I a II il h,.,!•.,-.- .1 --•-- , ——- •, Water and Water and Ground storage Wastewater Water Pump ,.' - •••_,.f,),..,,,,-"' , (.• , , , sanitary sewer sanitary tanks and water Pump Stations Stations Design t'cl, •,... pipelines sewer maw pump stations Design subaqueous& aerial crossings --,-- - 300 Engineering provides subject matter expertise and verifired project experience to the City of Miami Beach on its Water and Wastewater systems. Our all inclusive team of qualified individuals will guide the City through ,., the decision-making process of making its water - • . . and wastewater systems resilient, environmentally responsible, dependable, and future proof. Additionally, 300 Engineering is a innovative and solutions-oriented firm specializing in resiliency. - .• .. In this section we provide a detailed Project Approach - -. . - ,..,...„.--.--1.„,„_. ,. .. , ........ 1 itthat showcases myitiple success stories with the City of ' minwry•ir-,,''.-11`444-;{: r'''-1 7, 1* J.I d Miami Beach arid.4thpr local clients,when applying our : .14 ' `: : "i -r-i ;-ii-",-',4 ---. 4-...- .. -...• -i.,-1' t„,„r'',:-..,-,- - - ' .....4 ' wimp_ _-- recognized hiingiP`roject execution methodology fof,-, .. .,-,iri-,44-y3fL'-, i ",•.. *011-1.r. '''''r'''L • --• , .4 1 it , „. „t.,.., water and walavvi.Atej: igilq_ tr_ucture prcject§„.-- -12- ,IITT„t, ,-- --!I a :-.,:ii:s:i'••.-i! 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',-..,••:', • - - . .,,, -- ,, ... ..... ..-zatli . . .. • r . *. 1 . . .f-e. ) -• 1 .._ _-.z.tild',. ;.., ,..at .-.,..., - DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714AS6DFAFA8 ;rwr 4 (•," 4. )1/4 ' K +t j'� •• s.j` "iL,s' `y s r 3rP� 1 1 .,. .^j vt1. 'pkv 4x r+4r a 1 - :. a 7' .,' I,y41,,!s fsC 4 ,,i,, ^. + ' a, w f,;a t „tr 4+ .,° ffi r-t fi . h, „S y .1„..,::, a ,.. r, ,„„^ "i' ,,,,. '�`? s ,7.0 � " x4 'k 'Y ';:L, +4 ' r'''."` .' e r ''''a:4' ,' cw' * •'•'r ,1' , ; 4-7 , 1`._ et *' ,- .� S 4 r u s� r—g'j% 'e I .� !Tt 1V �{V�' �r'i{a1J' r'"1 I�Tij4 _,I�h�a jL, yyy c.,...,,, g tyar.e q1 .' 1 . girls %`:P _ 1 asp apia,, y. '''', 4h ` ''"'sue•! + i, �t04. + I1 a ,..c'. 11 ♦r ti 0..-* i-. y.1 ° °�.�rF—"1'^Yyi.--- :,.� ,i, 1�-.44 .,', - -- * ,y�11 a11 �,J f`.. ;' 9 .+-�r�r 1�9 iIb'+r i- l.s. f �� - fi F _ -lT ! Ir-- `s.f%+. ' :� 'dr3 I 4M�I�!IT.'1911 i�c, '. +-f -I 1 .1 ,� ° , .' —. t r ate' I ., "�l i "T arm r. It _...e,.., ; �.._.,_�. ' -{:4^� >r" .lt � pr°'. Ill 11,, - - i. ^t�a 1r-}T' r�i% �• + ���-': f fit" ' - �a l I�y1 f} y JO yt` �' �� ����r iig� + ► • -• 'Rirr '!, 7 I - r t. :...:,.... ,;�. �'i- `! 'a'�. `r—� {�. ,q +'`, ��rge'L, '.+ a+ "p apt ate `�__L,, . r`../ % I .1.1 f 1. >>'f `'�. .� �'1 i L1q d lV yr ' t '"il*t.✓i 1� 1v d ` ',�JJ�1.�7 ...- F r •� • --+ - �..14.r-.4.,, 1 i� N.. F"'T- `1 r'''� ' .IS j - �" F •�- r tom--� ''�i`' 1,i �I 4''}4 ..ram+ I. ' < j b-'; i++ tE'rt i', d" ,+ I .7N ^°'ir.�y,;�.4, �. _,r' c_A'''h-0.'a;.fi f es - - ENGINE P.A. ' K`,{4Z{ YF-.b- Is •' ^I i �['. .. Il tiry, MIAMIBEACH'S 92,000 RESIDENTS ''rd ' ; '-4 `r-,, �� '044 '. ' ti v-t-yytI�� T+ 4 /. 71 square miles of LAND WITH • - ' • PROVEN , RESULTS 4 " TRUSTED t PROVIDER I; — 1 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 0 •,4 APPROACH + METHODOLOGY INTRODUCTION d ' AN D PROJECT - -- ; ; t UNDERSTANDING. The City of Miami Beach (City) is a coastal community located within a barrier island in Southeast Florida. The City extends approximately 7.1 square miles of land and serves a population of over 92,000 residents, approximately 10 million yearly visitors and over 19,500 businesses. The City is bounded by ' the Atlantic Ocean to the East and the Biscayne Bay to the West. The City is recognized for its world class entertainment experiences and beautiful beaches, with over 63 miles of water frontage. The City's vision is one rooted in urban resilience concepts, .. A 1� . _ - - with five distinct fronts: A Prosperous City, a Safe City, a .r -"P — - Resilient Coastal City, a People-first City and a Smart City. ` .) "`*�' ° ' i et This vision is shared by all City Departments and is the guiding T ' ]. ,4, _. .- � _ - principle to define their budgets,schedules,actions, projects, y E �, and programs. Under this framework, the City's Public Works �' ;`' + r' 3' Department has conducted several key studies to identify and 7` - m r6� , ._ — prioritize the needs of the water and sewer systems to ensure � _" c continuous high quality and reliable service, that protects " 'J public health & safety, the environment and complies with -- ' local, State and Federal regulation. These studies, including ti - Over 63 miles of the Renewal and Replacement Report and Master Plans, have y;,� t fir:..*. �*, "'WATER FRONTAGE been used by the Department to prepare their operating "al - --- and capital budget, which covers over $18 million in capital ;, r :. _ projects for the water and wastewater systems for the Fiscal `• jul ' ' Year(FY) 2022, distributed as depicted in the graph below. 4,•?if?i,1 iI; y - '" -• CIP Utilities Projects y -=:--1` = t FY 2022 _ -. ti .:' ,,,„t„. -' - . s. -- ,.�. ��FFiS y� "' �' ' } � ` a s[.;�'s+ i =..,,g r "i.e.''i.. _ t V 3 —_ —__ -- __T—�-- � s p: III l,t1 li - . V fI , -- -- —"' — .' 1 19,500 BUSINESSES :I r , ;- " Water& Wastewater PS Water PS valve Manhole FOOL Mites Consent {,u Wasterwater Rehab Rehab Replacement Rehab2ilolion Relocation Decree 7 Moles Rehab Program Projects 93 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1 ) APPROACH + METHODOLOGY LI As indicated, the City owns, operates and maintains a potable water transmission & distribution system and a wastewater collection &transmission system. The City purchases water from the Miami-Dade County Water and Sewer Department (WASD), which is delivered to the City by four (4) metered interconnections with WASD's transmission system, located at:Watson Island, San Marco Island, Julia Tuttle Causeway and Normandy Isle. The water from the interconnections is boosted by six (6) booster pump stations owned and operated by the City. Four (4) of them (W-3, W-4, W-5 and W-7), which are located downstream of the interconnections with WASD, supplement the system pressure and increase the reliability of the system during emergencies. The other two(2) pump stations are located at water storage facilities (W-1 and W-2) and draw water from the tanks into the water distribution system and,in the event of an emergency,they can be used to supplement water from WASD as well. In addition,as per the City's GIS data the water system is composed with 184 miles of active water mains, ranging in diameter from 2-inch to 36-inch. The sanitary sewer system collects the wastewater generated within the City's service area and from the Town of Surfside, Bal Harbour, Bay Harbour Island and Indian Creek Village. As a Volume Sewer Costumer (VSC), the City directs its wastewater flows towards WASD system via a 60-inch force main under the Government Cut for final treatment and disposal at the Central District Wastewater Treatment Plant(CDWWTP),located at Virginia Key. The sanitary sewer system consists of twenty(20) local pump stations,three(3) regional (re-pump) pump stations and two (2) booster pump stations. In addition, as per the City's GIS data,the system has approximately 30 miles of active force mains ranging in diameter from 6-inch to 60-inch and 117 miles of gravity sewer mains ranging in diameter from 6-inch to 36-inch. As indicated in this RFQ,the City's water and sewer infrastructure faces distinct challenges that could impede its ability to accomplish its mission of providing high quality and reliable service. These challenges include aging infrastructure and environmental factors,such as sea level rise,saltwater intrusion,king tides,and extreme weather events. As your current water & wastewater engineering consultant, 300 Engineering has been first witness of these challenges and how they affect the City's critical assets, as well as their operations& maintenance. For example,extremely corroded & aged pipes and valves make the operation of sewer PS-1 highly cumbersome for the City's staff, moreover evidence of saltwater intrusion & issues with high water tables during high tides is evident in the structural conditions of this pump station, as depicted below. 4'.'i 41 — yiy ' 1 A .0 _ YR 11 Is.' In 1 v , 1-4, f „ 1 S\1\:' ' a - ,.:- 4 ehiikiiik - • PS-1 CORRODED DISCHARGE AND SUCTION LINES PS-1 EVIDENCE OF SALT WATER INTRUSION DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 APPROACH + METHODOLOGY v K°V I ....: _ J.. . r .....„. ... ea* ' , .. r -.- qiiiiiilit st _— 't• '° -• �"'a t' • ) ,4, a... ', ski PS W-2 CORRODED PIPES PIPE CORROSION 36 - INCH WM AERIAL CROSSING ALONG 71ST STREET On the water side, aged pumps and pipes put at risk the reliability of water booster pump station W-2, which is the main source of water for the north portion of the City,as presented above. Likewise, several of the Cast Iron Pipes(CIP)that are exposed to environment, like in the case of aerial crossings, present severe corrosion and are vulnerable to breaks.This is exemplified by the 36-inch water transmission main along 71st Street(depicted above) and the 24-inch force main along Pine Tree crossing the Flamingo Waterway. In addition, subaqueous pipelines that were installed prior the development of trenchless technologies, are highly vulnerable and put at risk the public health and safety and the environment.This is the case of the 8-inch force main that crosses the Lake Canal between Sunset Islands 2 and 3 that was recently damaged by a private contractor due to its shallow installation in the canal bed. At a City-wide scale,a brief analysis of the City's GIS data can further illustrate how these factors affect most assets in both water and wastewater systems.As an example,the maps below represent the total mileage of active force mains within the City's service area, of these 48% were installed over 45 years ago, with a significant portion known to be built in ferrous materials (ductile iron or cast iron). Both factors increase the risk of failure of these assets,especially in a costal environment subject to corrosion due to saltwater intrusion and fluctuating high water table. Moreover, a more detailed analysis of a residential area within the City (bounded by 37th and 34th Street and by Prairie and Chase Avenue) show that the majority of the gravity sewer collection and water distribution system in this area was built over 45 years ago,with the totality of the water distribution mains in this area built on ferrous materials.This is depicted in the maps presented on the following page. PROVEN RESULTS OUR MIAMI BEACH .4' ` - "` ` _ 1=10-_. v., EXPERIENCE& it. '° f UNDERSTANDING ,-!'- ';- , .'� - , I. HAS ALLOWED US TO ` PROVIDE SOLUTIONS f- -= 4 - - := f „ TO MITIGATE THE f_ : !- INHERENT CHALLENGES OF THE ,. . CITY'S AGED INFRASTRUCTURE - MIAMI BACH 1950'S DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 1 42 APPROACH + METHODOLOGY I " I I- W Y• °ram ; , _ e■,r.;e. "� - _ - a...... 2' Legend Force Main ‘,,i, Material -Cast km •_. .. . _Duane iron I` Legend sae, j1 • Force Main • Febng.0 Re.nrorcea ii1 .. Installation Date ..�r ' e+ 1 Hgn°ansny Poty.thyiene Jrr Over 70 veers Ag0 -Omer {v '' -45-r0 Years Ago PCECP l, • `i TO as Years!go illi f - �/ -Poryv�nyi ci :o. •• / —Under 20 Yean Ago 1 /. -- - Unenoen 4, . .... w Ilentliet �w..ea . �/'►A City of Miami Beach A ��1f1 City of Miami Beach ` JV J Force Main Age o o 25 o s I 15 2 3M Force Main Material o 0 250 5 I 1 5 2 Wee iz _____.Miles Approx. 48% of the FM system was built over 45 Significant portion of FM is built in Ferrous years ago Materials 6.• *t d jai. A r 1 4 :s 1'I�t i ,..,. 4 1.... ..:wie,,, r ' t. t ' ! ,1 .- Legend • �► -� t:r,ra7Araae li ; ric iiiml. rLO9Ofld Sewer Gravity Main .,"'�,.. ft I�,� 1 ! Water Main e i . +1 ,, CInstallation Date jy'y��y�� I� �a�F�r r'.��}�r'^�[� Material el i ~ I --°ver 70 Years Apo T"T p' / -!` • i'N-I OucMe Iren ;I R �.e , -400 "1417. i, 0 -45 70 Ago -`� 41VOVit ;1911 0 -Cast Iron 20-44 Years Aqo Y q��7��■) ,s_ ! -Garvanaed Pipe Y s' is -Undei 20 Years Oki r . I e. ' —Poly Chloride a A t °14 I7 •!t .:. ."""'___!!!��� • tili 1 7 l4C 40 R.ri . • r •8 `7!l ' '" WC �' 1 •' rl '1 r , '- �,; -- aMir . J I\ S T _____ _J ,.. .. ,,,smifivi . . 11),./..., lir-. 4.1; . -' r -, - r City of Miami Beach Miami Beach N 3CC Gravity Sewer Age / 3M - Water Distribution Matsda A Case Study o 45 so 180 270 360Ce1 i WV Cass Study 0 45 go 180 270 380 Majority of the gravity sewer mains in the study area 100%WM in the area are made of Ferreous Materials were installed over 70 years ago DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 APPROACH + METHODOLOGY v In addition, the City's infrastructure is also vulnerable to severe weather events that can cause excessive rainfall, storm surge and high-velocity winds. As evidence of that, the City has requested (and approved) grant money through the State to harden critical infrastructure, as Pump Stations W-2 (water) and PS-1 (regional sewer pump station), as well as several others such as: PS-28, PS-29,Terminal Isle Booster Pump Station, 25th Street Booster Pump Station, 41st Street Booster Pump Station, Belle Isle Booster Pump Station, and Normandy Isle Booster Pump Station. o 300 Engineering is currently working with the City in several pump stations and pipeline projects,where the focus is not only to replace damaged or aged assets, but to add value by incorporating resilient solutions to the City's infrastructure, with measures such as selection of corrosion resistant materials, increasing system reliability and response capacity during emergency situations, hardening critical assets,among others. o ° The following sections describe in detail the approach 300 Engineering and its team of subconsultants has applied in working with the City of Miami Beach, and many other local clients, in providing professional engineering services for Water and Wastewater Systems. APPROACH TO THE CITY'S ENGINEERING SERVICES TO WATER & WASTEWATER PROJECTS 300 Engineering is recognized for being a trusted partner to the City,with unmatched client service,responsiveness, and flexibility. In situations where the City has needed exceptional technical proficiency and quick turn-around of project scopes and deliverables, 300 Engineering has been there to provide the City the requested services. We are a local powerhouse of water and wastewater professionals. Our team is led by our Project Director— Franklin A Torrealba, PE ENV SP and our Project Manager—Ana Dvorak, ENV SP. Mr.Torrealba has over 35 years of experience in program/project management, detailed design, bidding services, permitting, inspection and construction management of major infrastructure projects, including water & wastewater pump stations and distribution & transmission systems. During his career. Mr. Torrealba has successfully managed over 1,000 infrastructure projects from conception to completion,without missing a regulatory deadline. 4 � •WITH4 Franklin and Ana bring the necessary PROVEN ) , leadership and technical expertise RESULTS TROVIDER o required by the City PMs. Dvorak has over 10 years of experience in the water & wastewater sector, including assessments, design, and management of water & wastewater infrastructure projects. Ms. Dvorak is a true partner to the City, recognized for her hands on Project Management style, establishing trusting relationships with her clients, responsiveness, and being personally involved in all aspects of the project. I 97 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1 ) APPROACH + METHODOLOGY v PROJECT SCOPING/PLANNING PHASE Our team initiates the delivery of engineering services from the Scoping/Planning Phase of the project, our Management Team, in coordination with the City's Management Team, invests a great deal of effort to fully understand the current&future project needs and goals, the City's expectations regarding budget, deliverables, &timeline, as well as clearly define all the services required to complete the task at hand. After receipt of a Request for Scope of Work, we systematically apply the following methodology to develop a clear and comprehensive project scope. Please refer to the outlined strategy below: • Review of Documentation related to the Project Definition-this involves detailed analysis of the information presented in the City's Renewal and Replacement Report as well as the Master Plans. The goal is to obtain a clear understanding of the project scope elements and objectives, whether it is related to replacement of assets, rehabilitation of existing infrastructure, increasing capacity of the systems, solving operation & maintenance concerns, among other needs. • Review of City's GIS Data - this involves an examination of the GIS data (through the r , . .. A City's GIS portal) to obtain a clear picture ,r) • - of the City's utilities within the project _--` a ••• '� ' '` area. This could mean identifying pipeline " +�•, •;,, e 0, ,4, - age, material, diameter, verifying network --__ .,� --•;_., - .; ef' ` interconnections, location and availability of aMt " �� . valves,connection to pump stations,location - �' .; of manholes, among others. 4, • - •- • Preliminary Request for Information in L $4P -; ,a •. addition to the reviews of data described " + E` :-- �� above, 300 Engineering also prepares a i N• : preliminary request for information from the ' Y` - ,j, -' `% iii City, which is mainly focused on available City's GIS Portal as-builts. As per our current experience with the City, older assets might not have available as-builts or the record information does not reflect the current conditions of - - the infrastructure. Therefore, it is paramount crc OF MIAMI BEACH, FLORIDA oueuc WORKS 2+Ponwto to conduct a proper review of this . documentation during the Scoping/Planning 20" *Ark k MAIN AND CkOS$1NG LIN COI a//5 AVE NM FKIM L'NCOLN RO*O TO 751,1 SRECT process of the project as this will assist in the identification of data gaps that will need to [7, !r`t be addressed during the design process. . • Scoping Site Visit - after the data review, . •.f• t 300 Engineering will conduct a site visit _', ' --- to the site with the City's Project project ty' j ,,,aOI •• lt,Ii i .. Management and O&M staff to verify the �" ;'u4 ...1 w-1.7" DM OM•11 accuracy of the data reviewed and confirm . - �.;— re 96-1 xs xa. E =ter'=�L-.._-- on site the project scope elements.In several '-� -M�===�=' a'_ _=_ _ �.� ss:rsxsx:z.eat cases,we have observed that needed scope --`9" "�`�-"� . ..._._.fM__ . ,r � Virx7= elements have not been previously identified Miami Beach As-Built Example from City's GIS Portal until the scoping site visit with the City's staff. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 ru) APPROACH + METHODOLOGY v • Draft Scope of Work-at this point, 300 Engineering has a clear understanding of the project needs& goals, available information,site conditions and is ready to prepare a comprehensive scope of work that adequately addresses all required scope elements and defines the services needed to provide a cost-effective and complete solution to the City's needs. The draft scope of work and fee proposal is submitted to the City's Project Management for their review and comments. • Preliminary Opinion of Probable Cost (OPC) - during the preparation of the draft scope of work, 300 Engineering also assists the City in verifying that the budget identified in the master plans and Capital Improvement Plan (CIP) for the project is aligned with the project needs and updated scope elements. In doing so, 300 Engineering prepares planning level OPC for the project considering main construction work, current costs of materials & equipment and contingencies. In some cases, more than one alternative is analyzed to evaluate all possible project approaches. For example, at this stage we have evaluated with the City the implications of replacing pipelines using open trench or trenchless technologies and the impact to the allocated budget of each of these options. In addition, in projects with funds from the Rebuild Florida Critical Facility Hardening Program (RFCFHP)for hardening purposes, 300 Engineering assists the City in identifying if the scope elements and allocated budget are properly distributed, and there are no conflicts between the different objectives. • Scoping Meeting - once the City has received and reviewed the draft scope of work, 300 Engineering conducts a meeting with the City's Project Management Team to discuss the scope and ensure all concerns are properly addressed. Both the project understanding, and the scope of services are thoroughly discussed to ensure all parties are in complete agreement with the proposed solution. • Final Scope of Work - after the scoping meeting with the City, 300 Engineering is ready to submit its final scope of work and fee proposal, addressing all the comments provided. The typical turnround for the final scope of work is 48 hours or less. We have been able to successfully employ this methodology when defining task orders with the City. In addition, in our experience,a well-developed Scoping/Planning Phase minimizes unforeseen conditions in the subsequent project phases (Design and Construction) and therefore plays a key part in our Change Management strategy, which we will describe further in this section. Even though, the above-described processes might seem time consuming, 300 Engineering has provided these services(Scoping/Planning)for the City within a week. In addition, during the Scoping/Planning process and particularly during the review of the project definition documentation,300 Engineering has been able to add value to the City by working alongside the City's Project Management Team to define more cost-effective approaches to the projects. An example of this is the 36-inch water main aerial crossing replacement project along 71st Street.As per the Water System Master Plan,the project called for an in-kind replacement of the aerial crossing section. However, by reviewing the Master Plan (and t , mg ilk identifying other projects that were required in •.i �< ! hf ;7`,'.,. ; c►A the area) along with the GIS and as-built data, 300 , 4: +iia , `.".11 r• A,t �,• Engineering and the City were able to identify a $'. • .- -. ' •;' r1 ;j _t more cost-effective approach that would optimize ' $ E : the amount of pipe to be replaced within one project, " z ,ir . • as well as minimizing the disruptions to the project +' � . \\ ,� ; ! ;�i, ' ► ,�, ,I • area and its constituents. This was achieved by ? .� combining several project objectives into one. The * re - iw project scope was re-defined to include:subaqueous ! • replacement of the aerial crossing; upsizing of the ;'� '.: -"'� _ I �' '-or p p 9 -- _w �� water distribution main along 71st St. to improve ae, ..~- 00 - +water service service in the area; and replacement of water ri� a main & water service lines along 71st St. between 71st Street Canal Crossing-Revised project Scope Bay Dr. and Collins Ave. 99 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAe ) APPROACH + METHODOLOGY v As a proven and trusted partner to the City, 300 Engineering will continue to apply these methods in assisting the City's Public Works allenrITIramMIGIEN Department in the adaptation of water and sewer CIPs to shifting needs and requirements. With the detailed analysis of the available MIAMIBEACH'S data, gathering updated information of current infrastructure conditions and extensive coordination with the City's Project Management and O&M Staff, 300 Engineering will continue to provide added value to the �,._� WITH Citybyre-definingprojects, findingmore cost effective approaches to PROVEN p J PP RESULTS project implementation, minimizing disruptions to project areas and their TRUSTED constituents, verifying adequate budget allocation per updated project scopes,combining similar project goals,and prioritizing projects based on immediate& longer term needs.300 Engineering's characteristic client service, responsiveness, flexibility, technical expertise and extensive program/project management experience makes us the ideal partner for the City to conduct these critical tasks. PROJECT ENGINEERING & DESIGN PHASE Once the project scope has been approved by the City's Project Management Team, 300 Engineering initiates project set-up activities during the Notice to Proceed (NTP) preparation to ensure all resources are available, prepared and deployed from day one, including subconsultants. PROJECT SET-UP Our approach to the Engineering and Design Phase of the project initiates with a Kick-off Meeting with key project stakeholders, such as the City's Project Management Team, Technical Experts and O&M representatives. This meeting is crucial for the success of the project,as it is the forum to revisit key project items such as schedule,project goals, communication protocols, public outreach needs, milestones, and clearly delineate client's expectations. To avoid delays in the project,the 300 Engineering team prepares a detailed Request for Information (RFI)that is distributed to the City's Project Management Team before the kick-off meeting. By doing so,we provide additional time to the City to review the RFI so it can be further discussed during the meeting. Typical RFIs for water and wastewater system projects include, but are not limited to the following items: • As-built data and record drawings for the water and sewer systems • GIS data and as-builts for other City owned utilities in the project area, including stormwater and streetlights • SCADA data, especially for pump station projects, including wet-well levels, run times, pressure, and flow recordings • Shop-drawings and technical specification of existing equipment • List of preferred equipment and materials • Hydraulic Modeling Request and Coordination,to include: o Pipeline Projects » Existing Peak Flow, pressure&flow velocity » Future Peak Flow and pressure&flow velocity with proposed improvements » Existing minimum pressure &flow velocity » Future minimum pressure&flow velocity with proposed improvements o Pump Station Projects » Average daily flows (ADF) » Peak flow and pressure at Point of Connection (Max Pressure at Peak Flow) » Minimum pressure at point of Connection (Min Pressure at maximum pumping rate) DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 APPROACH + METHODOLOGY v • Existing rated point of current pumps • Pump station runtimes(ET readings) » Flow velocity at discharge force main ENGINEERING ASSESSMENT AND SITE INVESTIGATION The following step of the project approach is a detailed Engineering Assessment and Site Investigation process, which serves as the foundation for the proposed design recommendations. Even though 300 Engineering would have started this process during the Scoping/Planning phase of the project,at this stage the analysis continues to establish the design criteria for each element of the project. Engineering Assessment activities typically involve the preparation of Technical Memoranda, Preliminary Engineering Reports or Basis of Design Reports, which properly document each element of the project and the proposed solution. In our work with the City,we have provided these services to accommodate the needs of the project,schedule and budget. For example, the Rehabilitation of Pump Station W-2 included a detailed Technical Memorandum at the 30% design stage that documented the following: project intent, existing conditions, improvement alternatives & recommendations, hydraulic conditions, basis of design for proposed improvements (material and equipment selection), implementation schedule and opinion of probable cost. On the other hand, the Bayshore Park Water and Force Main Replacement project required a more expedited project approach, therefore the majority of the Engineering Assessment was conducted during the Scoping/Planning phase in coordination with the City. Then then during the 60% design submittal, a Preliminary Engineering Report was provided to document and describe the design decisions made during the Design phase of the project.Again,300 Engineering provides the technical expertise and flexibility required to properly address each specific project need within an adequate project timeline. Technical Memoranda,Preliminary Engineering Reports or Basis of Design Reports typically provide the information outlined herein. However,as explained before and as per our work experience with the City,these can and will be specifically tailored to each project needs & goals. BASIS OF DESIGN REPORT • ALTERNATIVE ANALYSIS WITH CALCULATIONS • BASIS OF DESIGN AND COSTS • PROPOSED CONSTRUCTION METHODS • UTILITY SURVEY • ROUTE ANALYSIS (PIPELINE PROJECTS) • SITE REVIEW NARRATIVE • MATERIALS AND EQUIPMENT SELECTION • FIELD OBSERVATIONS • SERVICE CONNECTIONS • SITE PHOTOGRAPHS • LOCATION OF TIE-INS TO EXISTING SYSTEMS • EASEMENT IDENTIFICATION • IDENTIFIED UTILITY CONFLICTS • ONGOING AND FUTURE PROJECTS • PERMITTING REQUIREMENTS • HYDRAULIC CALCULATIONS • PROJECT SCHEDULE • OPINION OF PROBABLE COST 101 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1 ) APPROACH + METHODOLOGY v SANITARY SEWER EVALUATION SURVEY(SSES)AND INFILTRATION &INFLOW(I/I) One critical aspect for adequate management of sanitary sewer collection and transmission systems is the implementation of a proactive and cost-effective SSES and I/I program. 300 Engineering is recognized locally for assisting many of our municipal clients in implementing proactive I/1 Compliance Plans, providing diverse services from data analysis&system evaluation to construction management of corrective measures followed by post-construction system monitoring. We understand the City runs an effective SSES and I/I program, but at the City's request we can assist in alleviating the Public Works Department's burden by implementing the many lessons learned we have obtained from our past experiences. Corrective action is crucial as excessive I/I place a burden on pump station runtimes bringing these out of compliance and affecting development. I/I also increases O&M costs and power costs to pump and re-pump flows, increases pressures in the force main system due to the added flow and leads to pump stations being overdesigned, requiring larger infrastructure which would not be required if the I/I was reduced or eliminated. Additionally, I/I pose significant environmental hazards such as increased risks of sanitary sewer overflows, loss of fresh groundwater and increased saltwater intrusion. 300 Engineering has developed innovative methods to calculate and mitigate I/I issues. Below is a brief synopsis of what we have accomplished in terms of I/I remediation in the past few years: • North Bay Village Sanitary Evaluation System Survey(SSES)— I/I Plan of Compliance o Re-assessment of sewer collection system and respond to regulatory requirements _.�„ - o Development of customized I/I Plan of Compliance ' ` .... ';:...�<` .. r., » Night flow isolation and visual manhole -. , �� inspections •_� • ��.At . Or'F�' » Night flow tests , • » Water consumption analysis and GPDIM 1 ' calculations ' 'r, . » Smoke testing » Developing a cost-effective Rehabilitation w; Prioritization Plan • Town of Surfside Sanitary Evaluation System 'V '1... 1 Survey 3rd Cycle Report (SSES) & Smoke Testing fit. of Sanitary Sewer System 1t t o Smoke testing of the Town's sanitary sewer t '� collection Manhole Inspection -Town of Surfside o Visual manhole inspections , o Cycle 3 Phase I SSES Report 4 . "'' o Developing a Corrective Action Plan ' �� " • City of Coral Gables Sanitary Evaluation System ` . . Survey (SSES) — Night Flow Study and Basin ... ,. •" Prioritization • _ - • o Night flow evaluations, City-wide smoke test, and • �� '.;K *•P visual manhole inspections ".' •` s w'wt'. o Wet season night flow monitoring .fi •�'' ' '• • i `( i o Analyses of Supervisory Control and Data i '4 r 1 •` 1, Acquisition (SCADA) system data �E` `w*1;0 �+' „i`!, ' ,, o Water consumption and environmental factors l ' anal ses ,k . =�,. Y n• o Third cycle Phase 1 and 2 SSES report fi,, o Developing a comprehensive Corrective Action ` Plan wit A`I` ;'"~ i ►. ..t. V,.. o Post correction field flow monitoring Smoke Testing - City of Coral Gables DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 APPROACH + METHODOLOGY v • $215M Pump Station Improvement Program (PSIP) o Management of CCTV, Dig and Replace, MH, and CIPP contracts • USEPA Consent Decree — Program and Construction Management for the Wastewater System Priority Program o Inspection and management of CIPP and Dig and Replace contracts o Management of CCTV contract • $17M Comprehensive Lateral Investigation Program (CLIP) o Program management,construction management,document control,reporting,and inspection for 52 basins, including: » SSES » Public and private Lateral replacement » Developing a protocol for the County attorney to work within private properties The approach and solutions to I/I compliance that 300 Engineering has helped our clients implement have been validated by the local regulatory agency,Miami-Dade Department of Regulatory and Economic Resources (RER/DERM). In fact, 300 Engineering presented the success story of the City of Coral Gables at the RER-DERM 30th Utility Round Table conducted on August 26th, 2021. C� THECIT1 ��1A1' tlft L SSES 3rd Cycle ( Due 1 1 / 12 / 2022 ) City of Coral Gables Proactive I / I Compliance Approach •lir' 30(Fir nail XJA August 26,2021 *iy:move.urwvo wo WATER AND WASTEWATER HYDRAULIC MODELING 300 Engineering understands that the City currently runs the GIS based water and wastewater system models on the Innovyze InfoWorks platform. Moreover, and as discussed throughout this approach, 300 Engineering has an in-depth knowledge of the City's water and wastewater systems, including these models. In fact, 300 Engineering has coordinated multiple times with the City's and its current hydraulic modeling team to perform hydraulic analyses for our water and wastewater projects. In addition, several of our staff members are trained in Innovyze products. 103 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 r APPROACH + METHODOLOGY v Our approach to the City's Water and Wastewater Hydraulic Modeling ACCURATE DEPICTION efforts is to enhance the existing hydraulic models so they can be of even OF SYSTEM OPERATION better service to the City. For example,we have a clear understanding of the AND PROVIDING THE expectations and requirements of the local regulatory agency (RER/DERM) in BEST ENGINEERING terms of hydraulic analysis and modeling reports for the permitting of sanitary RECOMMENDATIONS sewer system projects,for both pipeline and pump station upgrades.We have extensive experience in optimizing the capacities of the GIS and Innovyze TO OUR .: InfoWorks tools to perform comprehensive system analysis, evaluation of CLIENT alternatives, system performance assessment, verification of results by PROVEN / comparing with historic and SCADA data, accurate depiction of system ESULTs operation and providing the best engineering recommendations to our TRUSTED . clients. PROVIDER Ir As such, we have identified several areas of improvement to the City's hydraulic models,which include: • QA/QC and Updates of the GIS data — we can assist the City's GIS staff in completing certain data gaps regarding the City's assets and keeping the system updated with recent changes and improvements. 300 Engineering has extensive experience in the digitization and management of assets through GIS systems,and have performed these services for utilities like Miami-Dade County Water and Sewer Department(WASD),the City of Coral Gables,the City of North Miami and North Bay Village • Coordination of System Operation and Hydraulic Models —we understand water and wastewater utilities are dynamic and their operation procedures are constantly modified to adapt to shifting needs and realities. 300 Engineering hands-on staff has established excellent working relationships with the City's O&M staff and has taken the time to understand the operational reality of the City's water and wastewater systems.This in-depth knowledge is critical for optimum hydraulic model calibration and accurate system depiction • Timely Preparation of Hydraulic Model Reports—it is our commitment to the City to provide fast responses to hydraulic modeling needs to expedite project execution and avoid delays during the planning, design and especially the permitting phases :. -T—, � T � yam` ,423 � I wv►zos— ____ to 1 t cw r 16 __1___ — 1 ( ..-LN oe.31MA—•--------..... UN t WAVERING MU ITMENT TO 1 p S1 RESPONSIVE AND COMM EXPEDITED PROJECT EXECUTION IN EVERY L--iirrzosir.,e. ttrr PHASE OF THE — ^ PROJECT IL 1,.i , H 1 ii WITH _I_ r PROVEN / ' RESULTS TRUSTED ----L. PROVIDFP .. � / 7 Hydraulic Model Run DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 f") APPROACH + METHODOLOGY Our Team is prepared to assist the City in the following Hydraulic Modelling needs: WATER MODELING • FIRE FLOW TESTING PROGRAM AND FOCUS • SENSITIVITY ANALYSIS TO UNDERSTAND ON AREAS OF LOW PRESSURE THE WATER SYSTEM IMPACTS DUE TO • INDENTIFICATION OF DEAD ENDS AND FLUCTUATIONS IN WATER FLOW PROJECTIONS RECOMMENDATIONS TO AVOID STAGNATION INCLUDING CLIMATE CHANGE AND SEA • EVALUATION OF NEED OR INTERCONNECTIONS LEVEL RISE CONSIDERATIONS • IDENTIFICATION OF BOTTLE NECKS AND LOW • INCORPORATE WATER QUALITY ANALYSIS PRESSURE/VELOCITY AREAS SEWER MODELING • SANITARY SEWER COLLECTION SYSTEM INTERCONNECTION BETWEEN THE CITY'S INTERGRATION INTO TRANSMISSION MODEL TWO MAJOR FORCE MAINS • EVALUATION OF REDUCTION IN SYSTEM • FLOW PROJECTION Ill EVALUATION AND PRESSURES FUTURE SYSTEM CAPACITY • PRESSURE SURGE EVALUATION • UPDATES AND MODEL CALIBRATION WITH • SELECTION OF BEST LOCATION FOR SYSTEM PERFORMACE SUSTAINABLE DESIGN During the Engineering Assessment activities, 300 Engineering will also incorporate resilience, sustainability, and hardening components to our proposed engineering solutions.To address this, our Team has developed a specific approach for the design of resilient water and wastewater infrastructure that involves the following steps: 1. Hazard identification, in the case of severe storm events in South Florida flood, storm surge and high-velocity winds& debris represent the main hazards of concern a. Design Flood Elevation — defined as per Local, State and Federal requirements (FEMA) to include 100- year or 500-year base flood elevation, storm surge projection,sea level rise projections (as per the South Florida Climate Change Compact Recommendations)and freeboard b. Wind and Impact Protection — defined as per Local and State regulations included in the Florida Building Code and ASCE guidelines 2. Development of a listing of vulnerable assets considering nature of threat posed for each (for example,wind and/or flooding hazard) 3. Identification of possible damage mitigation alternatives for the various assets identified in Step 2. Alternatives could include: elevating assets, install physical barriers, flood-proof [ assets, protect building envelopes, relocate j DFE assets 4. Preparation of a relative ranking of the alternatives based on evaluation criteria, such as effectiveness of the alternative, practicality, Flood Elevation at PS-W2 Pump Room-as presented in the workshop cost,ease of implementation,O&M preference, with the City on 01/19/2022 impact to operations, others. 5. Selection of the preferred alternative in close coordination with the Client This approach has been recently and successfully implemented by 300 Engineering in several WASD and City of Coral Gables projects. Moreover,this approach is currently being implemented in two (2) projects with the City of Miami Beach:the rehabilitation and hardening of PS-W2 and PS-1.A workshop to discuss the risks,vulnerabilities, and mitigation alternatives for these two critical facilities was conducted on January 19th, 2022. The workshop was attended by key project stakeholders including the City's Project Management Team and O&M staff, and consensus on the path forward for the hardening of these two pump stations was reached. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1 02 APPROACH + METHODOLOGY v SITE INVESTIGATION Site Investigation is key to the success of infrastructure projects.At this stage of the project, 300 Engineering will have a clear understanding of the site investigation activities required for an accurate depiction of the project site conditions, and will leverage the expertise and technical capabilities of our key subconsultants to conduct the following services, as needed: • Bello& Bello-topographic survey, boundary survey,as-built survey,subsurface utility evaluation, bathymetric survey(required for subaqueous pipeline installation projects) • Universal Engineering -geotechnical investigation, standard penetration borings, rock corings, and materials testing • Industrial Divers Corp - benthic survey (required for subaqueous pipeline installation projects within USACE jurisdiction) In our aim to continuously add value to the City, we have strived to incorporate the latest technologies to site investigation activities. For example,the design for the subaqueous replacement of pipelines along the Flamingo Waterway and Sunset Lake required the execution of detailed bathymetric surveys of the waterways. Our subconsultant, Bello& Bello, provided a full depiction of the Flamingo Waterway from seawall to seawall. Survey data was collected using HYPACK 2020 employing SR Surveyor M1.8 Autonomous Survey Vessel with integrated INS. The Multibeam Swath width was +/- 70 degrees. The bathymetric survey exceeded the requirements outlined in the USACE Hydrographic Surveying Manual, EM1110-2-1003 and included profiles, depicted bridge columns, and provided a color enhanced point cloud and 3D modeling. The same techniques were employed by Bello& Bello to provide a detailed depiction of the Sunset Lake, including a 3D model of the channel bed. • -, , 4114ice 0 r1' — - . • .._. . - - - - - J_ .i. . '- _ wZ- y. 1 I k lZ � ' 1 - �4.3!' 1ii.t I ' Y.0.♦ f , . } •. '" f i't.1 ‘04: 44114. ' MI6 Bathymetric Survey Model at Flamingo Waterway Moreover, as identified during the Scoping/Planning '-,, Phase of the projects, as-built records for older a : -4 infrastructure such as Pump Station 1 and Pump Station idr'- •� , -® W-2 do not necessarily represent the existing conditions sA, ;f of the facilities. Therefore, the rehabilitation projects ,-4 . for these pump stations required detailed as-built _x - surveys that would allow for accurate dimensioning of N , the proposed improvements. Our subconsultant Bello & Bello combined aerial photogrammetric methods, conventional surveying (GPS/RTK) and 3D- Laser 7 Scanning with Leica RTC 360 of exterior and interior i of these facilities to prepare a Boundary, Topographic Survey and As-Built Survey for these projects. PS-W2 As-Built Survey 3D Modeling DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1.1) APPROACH + METHODOLOGY v �� In the execution of Site Investigation activities for the City, we have lA ' ., established effective communication and coordination protocols with 4 . our subconsultants to clearly define their required scope of services, I deliverable timelines, and expectations. This has been proven critical ;'••. -n;,, I specially for Geotechnical Investigation that require the execution of SPT r41., Id' borings within the public right of way(ROW).Our subconsultant,Universal n,; , j' I Engineering, is familiarized with the City's permitting requirements to ,' 'ti i„ r IP al conduct soil borings within the ROW and has assists us in the proper k": 4' k _I �,� execution of these activities without compliance issues. In addition,close ' .i•. a '`I'`` •',.'K ; coordination with the City's Project Management Team and O&M staff is critical for the selection of the boring locations that would provide the dil;,'`w , 1 ', f best depiction of the soil conditions, as well as to avoid any damages to AT , `. ., • existing infrastructure. -! 'r;., The importance of close coordination between our subconsultants, 300 - 'r�•--•-'- �4 _.. Engineering and the City is best exemplified by the work conducted for the _ : '� ;h' �. Subaqueous Pipeline Replacement designs along Sunset Lake and the • v Flamingo Waterway. Both of these projects required on-site coordination t - with the City staff to define the best location of the borings that would [ ensure no conflicts with any of the existing utilities in the project area. ""--:...A This task was particularly challenging at the Sunset Island Location, and SPT Boring at Lake Ave(Sunset Isle 3) required multiple site visits attended by 300 Engineering, Universal Engineering and City's staff. Despite of the challenges, the partnership between the parties involved allowed for the development of a clear path forward and the completion of all geotechnical field work on schedule and without incidents. Another key component to project success is conducting f ` Multidisciplinary Site Visits at the onset of the projects, toAl 1 -43 - thoroughly evaluate the conditions of the project components/ „ 4 assets from a civil, structural, architectural, process, mechanical, ' — plumbing, electrical, HVAC, and I&C perspective, as needed f, ti per the project scope. To optimize resources and to ensure ti • collaboration between all team disciplines, 300 Engineering t,strives to coordinate these field visits along with the topographic �, •` survey and geotechnical investigation activities. Moreover, these , site visits are accompanied by the City's Project Management ,+ ''fr Team and O&M staff to conduct on-site interviews and ratify critical !: project elements. Your hands on Project Manager,Ana C Dvorak,at a Multidisciplinary Site Visit in PS-1 Typical discussion items for these interviews include, but are not limited to: • Current issues such as system performance deficiencies,equipment surpassing life expectancy, maintenance hinderances, reliability of the system, corrosion of installed equipment, lack of spare parts, among others • Equipment and materials specification preferences/standards, to include but not limited to pumps, motors, valves, actuators, pipes, flowmeters, pressure transducers, conveyance systems, system automation, VFDs, generators, among others • Accessibility, security, and ease of maintenance improvements As an example of the criticality of these interviews, during the Multidisciplinary Site Visit for the Rehabilitation of PS-1, the City's O&M staff explained the difficulties they currently have with performing maintenance activities and de-ragging of Pump 4 as the installed isolation valve on the suction line of the pump does not close properly. In addition, the City's O&M staff indicated the need to select pumps that allow for easier disassembly and 0' maintenance. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 APPROACH + METHODOLOGY UTILITY COORDINATION Proper Utility Coordination is also critical for infrastructure projects, especially for the installation of pipelines within the ROW.As our standard process,300 Engineering initiates coordination with the utilities trough Sunshine One Call the day of the NTP. It is our experience that certain utilities, such as FPL, require longer response times. All utility responses are properly logged and shared with the City, and if required No-Conflict letters are also requested for each of the utilities identified. Moreover,a cross verification of the different records received during this process is conducted to ensure no conflicting information is found. Utility coordination is complemented with SUE, particularly at the location of tie-ins between proposed and existing infrastructure. To optimize the use of resources, the usefulness of the data gathered and to minimize the disruptions to the project area and its constituents, SUEs are usually conducted after the - •^"""" horizontal alignment of the proposed pipeline is defined. 300 Engineering goes a step beyond during utility coordination.We work alongside the geotechnical engineer during their utility location activities,and we then notify our surveyor to collect the information marked up by utilities and submit it to us along with the survey. The ultimate goal is to compare the marked-up utilities with as-builts Marked Utilities at Project Site-Lake Ave information to determine any data gaps. DETAILED DESIGN, PERMITTING & BID SUPPORT SERVICES After the extensive Engineering Assessment and Site Investigation activities are completed, 300 Engineering proceeds with the Detailed Design, Permitting and Bid Support Services phase of the project. DETAILED DESIGN Water and wastewater infrastructure design projects are typically delivered in 30%,60%,90%,100%(Permit Set)and Bid Set submittals. However, depending on the project complexity and timeline requirements, 300 Engineering, in coordination with the City, has adapted the deliverables schedule to better fit the project needs.To comply with the expedited project delivery required by the Bayshore Park Water Main and Force Main Replacement project, 300 Engineering in coordination with the City, delivered this project in 60%, 90%, 100% (Permit Set) and Bid Submittals. To avoid project delays, the horizontal alignment was prepared and discussed with the City in a workshop,the 60%design was delivered 5 weeks after NTP and the 90%design 8 weeks after NTP. Our typical design deliverables for the City's project include the following: • 30% Design - basis of design, technical memorandum, or MIA AAIBEACH PER; 30% design drawings (pipeline horizontal alignment PUBLIC WORKS D EPARTMENT=NM and tie-in points for pipeline projects and civil, mechanical, aMOWN ""°" architectural, electrical, HVAC and l&C for pump station `=OD""A. r = ■ projects); Class III OPC • 60% Design - advanced design drawings including profiles, _ ;;; �`— _ --�-- sections, and details; technical specifications for major = ';,;';;,,;� ''- -j equipment components;updated OPC;draft Final Engineering ',4"rilul- f '' I 1 !! _ Reportn nm• 9 designdrawings, project specifics.nr,� '= • 90% Design - final ro ect details, � , .-� i1 updated profiles & sections; pavement restoration; MOTs; LOCATION MAP - - - •,_ Stormwater Pollution Prevention Plan (SWPPP); complete set 90%Design Submittal Example of technical specifications and Class I OPC; Final Engineering Report(FER) DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 t"..) APPROACH + METHODOLOGY With the final comments from the City, 300 Engineering prepares the Permit Set drawings for submittal to the permitting agencies. After the permitting WE MAINTAIN process with the incorporation of the comments from the permitting agencies, CONSTANT if any, 300 Engineering prepares the Bid Set Submittal. COORDINATION WITH THE CITY DURING A key component for the success of the design process is to ensure constant EACH CRITICAL coordination with the City for each critical design decision, such as location DESIGN of point of connections, conflicts with existing utilities and main equipment DECISION selection, before design submittals are delivered, this way 300 Engineering *WITH can ensure the City's requirements are being addressed. In addition, design PROVEN /,,RESULTS P review workshops with keyproject stakeholders are needed to coordinate / TRUSTED . comments and design decisions. Workshops were critical for the Bayshore Park Water Main and Force Main Replacement project, as it required the involvement the City's Public Works, CIP and Parks Department, as well as other design consultants. PERMITTING SUPPORT 300 Engineering's approach to the Permitting Process involves early coordination with the permitting agencies having jurisdiction in the project. From the Scoping/Planning phase, 300 Engineering identifies which permitting agencies will need to be involved and the requirements for each of them. Later during the initial stages of the design, after 30% or 60% design submittals, 300 Engineering coordinates pre-application meetings with these agencies.The goal of these meetings is to present the scope, intent,and criticality of the project to the permitting agency and to obtain clear guidance on the requirements and level of details of the supplementary documentation to be submitted as part of the application process. If an RFI is submitted by the permitting agency,300 Engineering works in close coordination with the City to develop clear and concise responses, a secondary meeting with the permitting agency issuing the RFI is recommended to present the approach taken to answer their questions and verify that no additional information is needed. 300 Engineering strives to respond to permitting agency RFIs within 10 days of issuance. IAMIBEACH - The Bayshore Park Water Main and Force Main Replacement PUBLIC WORKS DEPARTMENT w project is a success story of the application of this approach, MD MUM""•' not only the design from project inception to 90% submittal �a Oa""'_____ was completed in 8 weeks,but permitting was also completed - --- - / in an expedited manner, with all permits approved in less than 90 days, including the Water Extension Permit, which — j ' ; � . was approved in 24 hours. No comments were received - = E �F' from any of the permitting agencies on the plans. This is a testament of 300 Engineering's capacity and commitment to } r the City to meet schedule and budget requirements without LOCATION MAP =AR. compromising quality. - --- Bayshore Park WM & FM Replacement BID SUPPORT SERVICES Approved Plans Our approach to Bid Support Services is rooted in our Team's understanding of a wide spectrum of proven procurement methods and contracting methodologies, as well as an experienced understanding on aligning varying strategies with specific project needs and risk allocations. Evaluating the benefits of a given procurement method should consider several goals that are essential to defining a successful procurement process as follows: • Recommend procurement processes,methodologies,and selection criteria that are competitive,fair,objective, and transparent within the framework of a well-advertised and administered process • Implement cost-effective procurement methodologies to allow the City to receive the best value for the services • Clearly define the evaluation criteria DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 02 APPROACH + METHODOLOGY v • Minimize procurement process durations that allow for adequate response time from bidders • Ensure transparent scoring methodologies that meet City's requirements for lifecycle cost • Evaluate bids and assure compliance with minimum requirements CLEAR & CONCISE Our team will assist the City in the preparation of the bid documents to use during the bidding process. These bid documents will include: PROJECT DOCUMENTATION signed & sealed plans, signed & sealed technical specifications, front- MINIMIZE THE NUMBER end documents, permits / dry runs, and all supporting calculations OF CLARIFICATIONS as required. Our Project Manager and assigned Engineer of Record FROM POTENTIAL (EOR) will be responsible for attending the project pre-bid meeting BIDDERS . and respond to any questions from the potential bidders either during WITH the meeting or via addendum. In our experience, clear and concise PROVEN / ) project descriptions within the bid set documents, as well as during SULTS TRUSTED the pre-bid meeting,are key to minimize the number of clarifications 'ROVIDER . from potential bidders. Once bids are received, the Project Manager and EOR will review the bids,assist in any clarifications required by the City, review bidders qualifications and provide a recommendation to award for the City. CONSTRUCTION ADMINISTRATION, MANAGEMENT & SUPPORT SERVICES During the final stage of the lifecycle of the project, construction, 300 Engineering will provide the City with Construction Administration, Management and Support Services. Our experienced Construction Management Team will work with the City on developing a Construction Management Procedures Manual (CMPM), as needed. Our team will _.I ;�, 4, 4 support the City with all necessary construction engineering services ' t ` •' '.: to help manage the Contractor's performance to deliver the project's _ 1` rio 1 completion in compliance with the contract documents, industry • 0,1 (),y.. standards, regulatory requirements, and specific City standards. . Our Construction Management team has vast experience in construction administration with the completion of hundreds of local projects, ; `.. and billions of dollars in construction costs. We will provide the City with construction management and support services, as needed and v!-,., requested, including the following: clarifications to plans and plans ` ; revisions, construction inspections, change order reviews, MOT, claims ` • reviews, analysis of construction schedules, laboratory test results, field • verification of construction techniques,review of application for payment/ •„ lien release processes, photographic records, responding to RFI's, Shop ti t ` Drawing/Submittals reviews, contractor prepared as-built reviews and i. . • project certification. Our goal is to assist the Contractor and allowing them to have the data that they need to build the project in a timely Trenchless Pipeline Installation fashion while minimizing change orders. 300 Engineering will also review project schedules to proactively notify the Contractor and the City if they are in the verge of missing key project milestones,this way mitigation measures can be applied beforehand and impacts to the overall project schedule can be minimized. In addition, we normally work with the contractor on a 14-day look ahead to ensure that the contractor is considering all required elements to properly permit & construct the DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 APPROACH + METHODOLOGY v project at hand. Our in-depth expertise and knowledge of the construction process for water and wastewater projects in Southeast Florida makes us a more informed and collaborative partner whose active participation is critical in achieving the City's goals. QUALITY ASSURANCE/QUALITY CONTROL (QA/QC) MANAGEMENT PLAN Quality is one of 300 Engineering's core values and what separates us from the rest. We ensure that our most experienced and qualified professionals are selected to perform comprehensive reviews of all our documents at every step of the project, including internal milestones. Our Project Manager and Technical Director will be responsible for ensuring all project deliverables meet company's and client's quality standards, as well as industry's best practices, and applicable local state & federal regulations. In addition,they will be responsible for ensuring compliance with all procurement requirements to minimize issuance of RFIs and/or change orders during construction. QUALITY CONTROL MILESTONES • SUCCESS FACTORS ESTABLISHED • INTRA-DISCIPLINARY REVIEW • KICK OFF MEETING HELD • 30%, 60%, 90%& 100% REVIEWS • QUALITY ASSURANCE AND CONTROL PLAN • DRAWING SPEC CROSSCHECK COMPLETED AND APPROVED • CONSTRUCTABILITY OPERABILITY REVIEWS • QA/QC REVIEW DOCUMENTS • REGULATORY AGENCY REVIEWS • PEER REVIEW OF DOCUMENTS • FINAL REVIEW At 300 Engineering, we believe in Disciplined Quality. Working with our Clients at the onset of the project, we establish a program of measurable expectations prior to project design. These result in a thorough quality plan that the City can rely on with confidence.We conduct constructability and O&M reviews during each design phase to ensure our proposed improvements can be easily and safely operated and to optimize construction schedule without impacting project quality and system operations during construction. In addition to the deliverables, 300 Engineering will provide quality control documents at every milestone review,from conceptual design,all the way to the preparation of construction documents and specifications, including construction &commissioning phases. We propose the implementation Bluebeam Revu as our main tool to monitor and achieve the maximum quality that City deserves.We integrate our quality assurance and quality control (QA/QC) practices into the City's protocols for project delivery. As described in the previous section, beyond checking and reviewing of drawings and deliverables, our quality program includes incorporating meetings with the City's Project Management Team and O&M staff to solicit and gather their input, which will lead to preparation of submittals that satisfy the needs of the Public Works Department. Formal Design Workshops, deliverable review meetings and comments disposition management will allow the City and 300 Engineering to ensure BLU EBEAM' that proper feedback is provided and implemented during the design process. In addition to developing a specific Quality Plan at the onset of the project,we will also REVUL 20 request our Subconsultants to complete and submit their Quality Assurance Plan, which will be aligned with 300 Engineering's processes and quality expectations. CAD DESIGN QUALITY CONTROL(QC) Each member of the project team is required to comply with the QC procedures. At specific milestones identified at the beginning of each assignment, reviewers will be required to document the review comments, sign-off on completion of the deliverable(s) and place a record of the review in the project's quality review records file. Each member of the project team is encouraged and expected to inquire of the Project Manager regarding any tasks that may be unclear or require additional clarification. The Project Manager is required to keep the designated QC DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 ) APPROACH + METHODOLOGY v reviewers for the project appraised of the project progress and is to ensure that all deliverables and work products receive timely reviews by the QC reviewers. Quality is paramount for 300 Engineering and all our staff members. PROJECT REVIEWS Prior to submittal of major deliverables,the Quality Assurance (QA) reviewer will conduct an independent review of the deliverable. This is in addition to routine QC reviews that are conducted throughout the design process. Any work that does not meet internal quality standards will be noted and changed accordingly. Subsequent to the reviews, the Project Manager will prepare documentation recording the basis of the reviews, the specific items that were reviewed,the findings of the review, and any follow-up required. Our Team's approach to quality establishes project-related policies, procedures, standards,training,and guidelines to verify that services and work products meet or exceed the City's expectations. CHANGE MANAGEMENT PLAN 300 Engineering's approach to change management is two-fold. From the onset of the project we focus on risks identification and minimization, as well as, on establishing a clear path to follow in case changes are required at any phase of the project. The goal is to minimize impacts to the project scope, budget and schedule by promoting early identification of issues, defining mitigation & management processes and fostering efficient coordination between the City and 300 Engineering. In an effort to provide a proactive issue resolution and change management plan to the City,we have prepared a preliminary risk identification matrix for water and wastewater infrastructure projects, as presented below. APPROACH TO ISSUE RESOLUTION ID DESCRIPTION OF ISSUE CONSEQUENCES MITIGATION ACTION(PREVENTITWE,CONTINGENCY OR RECOVER'Y) 1 Utility Conflict Delays in project design and/or • Understanding what level of utility location and coordination was construction performed during design • coordinate well in advance with respective utilities in site and acquired contact person • Assign dedicated personnel to perform Subsurface Utility Engineering(SUE)and mitigate all utilities and potential conflicts 2 Poor Soil Conditions Project delay,construction • Review existing data change orders • Analyze geotechnical evaluation and suggest best methods of construction for site 3 Easement Delays Project delay • Review existing property legal data to identify and obtain any required easements early in project stage • Utilize experienced public outreach team to expedite legal description agreements with appropriate entities • Ensure every project site has a legal description,infrastructure is located within legal limits,any encroachments are noted and any updating of adjacent easements are noted 4 Permitting Delays Project delay • Identify and obtain dry-run permits with respective agency • Assign personnel with seasoned experience working with local, state,and federal regulatory agencies • Work closely with municipalities/agencies:Utilize a streamlined point of contact 5 Schedule or Cost overruns Budget overruns • Closely track and report schedule and costs • Develop schedule with necessary float time and/or execute items in parallel • Develop sufficient and accurate monetary contingencies or allowances based • Continuously monitor the costs of project execution,identify and track cost trends,and forecast costs to complete DocuSign Envelope ID:14F57648-C38a 4EFF-eEBS-714A86DFAFA8 ri) APPROACH + METHODOLOGY LI APPROACH TO ISSUE RESOLUTION - continued ID DESCRIPTION OF ISSUE CONSEQUENCES MITIGATION ACTION(PREVENTITIVE,CONTINGENCY OR RECOVERY) 6 Public Complaints/Concerns Project Delay • Utilize experienced public outreach team to create a Community Awareness Plan following the City protocols • Elevate concerns as required • Conduct meetings to achieve a basic level of community input and to exchange information with a range of residents. 7 Accidents/Injuries Project Delay/Possible • Develop and implement Health&Safety Plans for each and Litigations every project • Implement an active safety training program,focused on work risks and accident/incident prevention • Keep a zero-tolerance policy to unsafe practices 8 Staffing Issues Project delay and missed proj- • Ensure duplicate resources on project>Include specialty services (resources for handling multiple ect dates on Team projects simultaneously) • Be prepared to acquire additional resources as needed As described in the resolution matrix, adequate risk identification and mitigation plans will lead to minimization of changes and impacts to the project. However,when changes are needed to adapt to unforeseen conditions and/ or new requirements, 300 Engineering applies a systematic methodology, in coordination with the City to: IDENTIFY_ CHA Changes can be related to scope modifications, design modifications, regulatory requirement updates,force majeure, among others. Determine the urgency and criticality; assess the impact on the project, safety, /0.4) environment and/or public; classify change and define next steps. After the evaluation has determined a change is to be conducted, changes are to be , , _ , .. rrillintriVIMIIPIri . .. . .. irlk - approved by 300 Engineering's and the City's Project Management Team,no changes shall be implemented without the City's approval. Depending on the magnitude and nature of the change, multiple levels of approval might be required. IHNEW Ili Upon approval, 300 Engineering will coor ate with the City for adequate and 'expedited change implementation. Several parties might be required to take active action whether changes are needed for design components, subconsultant's scope, °r contractor's work, or City's responsibilities, 300 Engineering will ensure all parties involved are properly informed, engaged and coordinated. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 1 42 APPROACH + METHODOLOGY v PROJECT COMMUNICATIONS AND PUBLIC OUTREACH PLAN As we have highlighted throughout our Project Approach,effective communication and close coordination is a key component to successful project management and delivery.Our Team uses innovative forms of communication with the community,City staff and multiple stakeholders in order to engage interested parties with the project. Some of the innovative ways r.......rrd bWCwe 394 rrrrrm., ... .ice we accomplish this is through •---- -- the use of web portals to show - �.. — progress status and results of ;: i our evaluations. This has been particularly successful in SSES � •-^-• 7 • and I&I projects with the Miami A -z. Dade County Water & Sewer - Mime. Department,City of Coral Gables, '•. ==� Town of Surfside and North Bay Doha OWN* -- i Village, where project portals I. 'w have been created to track °'—"-- I I and manage 300 Engineering's progress by our Management Iv immummun_ __-__ i Team and the Client's. --- Interactive Portal developed for the City of Coral Gables SSES Management PROJECT COMMUNICATIONS PLAN Our team also follows consistent methods for communication throughout the project's life.As demonstrated in our previous experience with the City,we maintain open communication with the City's team which allows to ensure that the final product matches or exceeds initial expectations.300 Engineering ensures that the communications are detailed and adequate to effectively reach all the individuals with whom we must communicate effectively. We establish a communication plan at the onset of a project in order to: • Enable open,direct communication.All Team leads for any project respond with one call and can communicate or respond to any question the City may have • Improve the effectiveness of communications, including frequency and quality • Keep individuals engaged in the initiative through open communications • Get stakeholders involved in communications through enabling for more effective two-way conversations • Ensure that the needs of City, community, and other stakeholders are met This effective and open communication approach has resulted in successful project delivery for our diverse clients, including the City of Miami Beach, being the Bayshore Park Water Main and Force Main Replacement project a clear example of this. We utilize several modes or channels of communication including: • In-person and online kick-off, coordination and project wrap-up meetings with the City • Internal collaborative meetings • Use of website or portal established specifically for the project • Tracked e-mail communications • Chat technology • Project newsletters • Virtual meetings • Conference calls/videoconference calls DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 APPROACH + METHODOLOGY v PUBLIC OUTREACH PLAN Our team has extensive experience supporting Community Participation and Public Involvement from the very beginning stages of project planning through design and construction. At the request of the City, Our Public Outreach Specialist Subconsultant, Bermello & Ajamil will be responsible for generating and reproducing all types of graphics, exhibits, presentations, newsletters, video simulations, modeling, websites, news releases, advertisements,and press kits to allow effective community outreach.The expert team of Bermello&Ajamil,more specifically Tere Garcia, is well versed in engaging with the community and responding to questions, thereby providing an opportunity for the community to be involved in developing the potential range of solutions to be studied throughout a project. They can successfully handle these efforts to the degree desired by the City. Tere Garcia has over 30 years of experience in the fields of planning, public /'49( participation, governmental and media relations. Twenty-five of those years has been spent specifically in the public involvement field concentrating on i transportation and infrastructure projects. Her training as an architect and planner provides her a unique perspective to understand complex technical • issues and have the ability to translate them into plain language for the public. We understand the importance the residents place on the visual appearance of the worksite and minimizing workflow delays or interruptions.Throughout all future projects,it is expected that the community will be interested on any impacts to local businesses, residences,any emergency services,and anticipated construction schedules. Ms. Garcia, Our Public Outreach Specialist Subconsultant, Bermello & Ajamil, will be the point of contact for the Community, alleviating the burden on City's staff. PROJECT PLANNING/DESIGN CONSTRUCTION CLOSE-OUT • Project Newsletters • Designate Public Outr • Project Cl • Project Website Officer Customer Satisfaction • Timeline & Milestones • Homeowner Agreements Questionnaire • FAQ • Project Signs and Banners • Project Completion • Pre-Bid Notice • Public Townhall Meetings Notification • Project Fact Sheet • Contractor Selection Notice • Update of project website • Customer Service Request Tracking System The 300 Engineering team fully understands the impact that any construction project has over our community.As such,the routine activities the community is likely to be inconvenienced by: • Traffic delays due to traffic signage,flagmen, and detours through the existing narrow two-way streets • Dust and noise disturbances as a consequence of equipment operation • Health and safety concerns by residents having to tolerate the inflated dust levels and heightened risk of accidents that result when trucks are detoured to unfamiliar routes • Access restrictions to business in the vicinity of the construction zone, resulting in potential loss of revenue • Heavy vehicle stalling that arises when trucks are forced to remain idle in long traffic queues • Possible disruptions to power,telephone, and water if there are accidental breaks during construction • Disturbed driveways and green areas due to heavy equipment activities DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 I ) APPROACH + METHODOLOGY v Our Team is fully aware of the expected community concerns and will employ every measure to mitigate them. To address community impacts and minimize complaints, the Team will develop and implement a community outreach plan in,close coordination with the City. It may include organizing public campaigns, hosting town hall meetings, circulating literature, or creating webcasts in an effort to inform the community about the project and rally support for the project within the community. Our recent experience working with the City of Coral Gables is a r strong proof of our community involvement process understanding. \, 300 Engineering was tasked in early 2019 to complete a City- wide Sanitary Sewer Smoke Testing as required by the Florida Department of Environmental Protection (FDEP) in the City of Coral Gables. Right at the onset of the project 300 Engineering SPECIAL NOTICE discussed with the City's Project Manager the importance of SMOKE TESTING OF SEWER LINES conducting a thorough and robust Community Outreach Program. To better sere you.The City at Coral Gables will be conducting a smoke lest As such, 300 Engineering performed the following actions: °tits sewer lines This is done periodically to locate sources of sewer odors. IWo and breaks in sewer lines. • Contacted and Informed City of Coral Gables Fire Department lb Smoke testing will occur sometime between the following dates • Contacted and Informed City of Coral Gables Police Department between the hours of • Contacted and Informed 911 7:00 am to 5:00 pm • Prepared notice posted at the City of Coral Gables website The smoke you see coming from the vent slacks on houses or notes in the ground Is NON-TOXIC,NON-STAINING,HAS NO ODOR WHITE TO GRAY IN • Prepared and distributed over 11,000 door hangers to City's COLOR AND CREATES NO FIRE HAZARD.II Ito smoke gets into your house. please ventilate your house and notify the held technicians who are Residents and Businesses conducting the test • Responded to questions and concerns by the City's Residents On the outside of your house or your neighbor's house you may notice smoke and Stakeholders coming from: •SEWER VENTS •GUTTERS AND DOWNSPOUTS •OUT OF THE GROUND ALONG SEWER UNES As a result,zero incidents and complaints were recorded by the On the inside al your house,smoke may come oul of the plumbing or Ilstures. City or 300 Engineering. You can minimize the chances of this happening by running enough water into the sinks,tubs.and showers to fill the sewer trap with water.Do not forgel floor drains Additional success stories have been observed in design projects The correction of arty defects in the pipes and sewer on private property Is the as well, where close coordination with our client and the responsibility of the property owner community has led to value added for all project stakeholders. For further information regarding the test please call(305)400-5000 In this case, 300 Engineering conducted several community Smoke Testing Door Hangers meetings with residents of the City of Coral Gables to discuss the improvements of the Sanitary Sewer Pump Station D. IEMEN11111111111111111111 The involvement of the community from the early stages of I— ,, 1 the project allowed for the design of a beautified green space ,..._.-. within the project area, which not only will increase the aesthetic '— i "�' �' �� wT am— —o appeal of the project site but will also increase project resilience yF ;j; „�, by minimizing the impervious area and improving stormwater y %�,���y m `, ar• management on site. Stakeholders were completely satisfied with gal Yr I \ the proposed improvements resulting in happy Constituents and $ i • R- L 4 • City team members. g ; l� i © .. �i lie • 1 1 Landscape Improvements for PS-D, Incorportated as a direct result of effective community involvlement efforts. DocuSign Envelope ID 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 • 0* . wF . . gins j z =~ . , .i 1 i . ...u.:, a. j" ....,,,-1,- :—""',..,' -. , . ii- igNil .,..4 ....t; ,P;v1 1 tl: ti - • Yob T .. ••'... s— � . t .s� /• s": - � te mooi�� L , �w�+. �=9• Kam• • •t .w . f•, n.• .•• ' _ 4,000. 1 ... . ._ Ite , 4 Ai = �' re ' w , aili • s 4 }' _ ,•- , V i }r i"- s' 1 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Ilts 44 .14• of I is,l , ..1.,:. ila ..,,,,,, ,... ��c,�- „S \ . -1/4, , [. iil G 1 • - ci.r . . _v ;pt ruF r , t 'HAY•!, • - +r.. y,f ,► dk. ..r.- N '' '-4s . .16. ••Moil ,--. .., #4. , DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 TA B APPENDICES 4.1 - EXPANDED PROJECT PROFILES • 4.2 - ORGANIZATIONAL CHART 4.3 -EXPANDED KEY PERSONNEL RESUMES DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES immilr MIAMI BEACH EXPERIENCE BRIEF PROJECT DESCRIPTION: CATEGORY: Engineering of Record Services for the rehabilitation of the AO Water Booster Pump Station W-2 including process pipping replacement, yard pipping replacement, pumps & motors replacement, generator replacement. HVAC improvements and PUMP STATIONS hardening for flood, impact and wind protection of the pump, TEAM EXPERIENCE: electrical equipment and generator rooms. 300 Engineering Group, P.A. Bello& Bello, & Universal Engineering PROJECT NAME/LOCATION: Water Booster Pump Station W-2 Tom\ Rehabilitation and Hardening 7' ie City of Miami Beach, FL ."�.• SCOPE OF SERVICES PROVIDED: 4•' �"� . r 44.4 Engineering & Design Services, ; ,; .1.. Permitting Support, Bid & Award ' ; i Services and Limited Engineering ` Services During Construction ,:.- , '�' ' ;�. \, PROJECT OWNER: \ O� \ - City of Miami Beach — ... . ,' •$'\ Public Works Department " ' REFERENCE CONTACT: - f., Mariana Evora, PE ; -;11 • - E: MarianaEvora( miamibeachfl.gov - • P: 305-673-7000 ext 26180 . )94 . - ., COMPENSATION FOR SERVICES: $475,000 *II �:i* +w.w> ,; PROJECT START DATE: 10/2020 . ;. PROJECT END DATE: ON GOING - CONSTRUCTION COST: _ , y $2,200,000 �`„ ;y - d, r DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES 114 mtioi • ak-moixo a - EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The City of Miami Beach(City)owns,operates,and maintains a water distribution system within its service area. The system consists of water supply interconnections with the Miami Dade Water and Sewer Department (WASD); pumping & storage facilities; and water distribution/transmission pipelines. The City receives its potable water from the mainland by four (4) interconnections with WASD's transmission system. The water from the interconnects is pumped by booster pump stations owned and operated by the City. Pump Station W-2 is located at the intersection of 75th Street and Dickens Avenue,and it boost pressures in the system by drawing water from the two (2) 4MG above ground tanks, located in the facility. The pump station includes an above-grade pump building which houses three (3) booster pumps and a pressure control valve,with a total installed capacity of 14,000 gpm. The electrical service to the pumps is provided from a separate electrical building (located at the same site) that houses the electrical gear and diesel emergency generator. The rehabilitation and hardening of the booster Pump Station W-2 has been deemed as a high priority project for the City.The CIP process pipes and yard pipping are above their expected useful life, present severe corrosion and are in need of replacement, the pumps and motors also exceeded their life expectancy and need to be replaced. In addition, the City received a grant from the State of Florida to harden its critical infrastructure. The rehabilitation and hardening of this pump station includes: • Replacement and relocation of the cast iron process piping.The discharge header shall be relocated to a more accessible location within the of the pump station building • Replacement of the pumps suction header and suction lines to each pump • Replacement of the intake isolation valves located within the pump station • Installation of a new intake/discharge water main up to the pump station property line. • Replacement of the pump station yard piping • Installation of a temporary skid mounted by-pass system to ensure uninterrupted water services during construction • Installation of permanent by-pass connections to increase pump station resiliency • Pumps and motors replacement • On-site generator replacement • Hardening of the pump station building with the installation of new flood doors and impact resistant windows • Hardening of the electrical/generator rooms with the installation of new flood doors, and impact resistant louvers • HVAC improvements with replacement of outdated and out of compliance ventilation and air conditioning equipment DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES Armim MIAMI BEACH EXPERIENCE BRIEF PROJECT DESCRIPTION: CATEGORY: Engineering of Record Servicesforthe rehabilitation and hardening sti, of the City's regional Pump Station 1. The project includes replacement of pump and motors, process piping, electrical equipment, on-site generator, instrumentation & controls, and PUMP STATIONS HVAC equipment. The project also includes the hardening of TEAM EXPERIENCE: the pump station including hazard mitigation strategies for flood, 300 Engineering Group, P.A. wind and impact protection. Bello& Bello PROJECT NAME/LOCATION: - '!''. L 'i Pump Station 1 Rehabilitation " and Hardening _ 1 . City of Miami Beach, FL r,/ I SCOPE OF SERVICES PROVIDED: Engineering & Design Services, \N Permitting Support, Bid & Award , ..1I, �.--- - Services and Limited Engineering ..4. Services during construction 6.....is.ket PROJECT OWNER: City of Miami Beach — . - • Public Works Department REFERENCE CONTACT: ,• -�'+. ' • Mariana Evora, PE i , 1 E: MarianaEvora'c`miamibeachfl.gov .: 1•I• P: 305-673-7000 ext 26180 • COMPENSATION FOR SERVICES. I ,: $378,000 • ' • PROJECT START DATE: 12/2021 r = PROJECT END DATE: ' ON-GOING CONSTRUCTION COST: $3,300,000 z V ' );• • �` Ir ~ ? ,,,, • c ,_ '7 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES Afitis r- 4 EXPANDED PROJECT DESCRIPTION • & SCOPE OF SERVICES: The City of Miami Beach (City) is a Miami-Dade County Volume Sewer Costumer (VSC) and conveys its ,. : U I .21._ wastewater to the County's wastewater '' collection and transmission system by means of a subaqueous 60- • ,1 inch diameter pipeline under the Government Cut that discharges to the Central District Wastewater Treatment Plant(CDWWTP)for treatment and final — disposal. The City's wastewater system includes approximately 117 miles of gravity mains, over 3,100 manholes, 23 pump stations and approximately 24 miles of force mains. The City has conducted an evaluation of the main assets that constitute this system and has developed a prioritization of projects to upgrade, replace and/or repair the existing infrastructure. The rehabilitation of PS-1 is considered a high priority project and is to be implemented in 2022. Pump Station 1 is a dry-pit pump station with four(4)150 HP Fairbanks Morse pumps Model 12-2446,with 22.85-inch impellers operating at 885 rpm. These variable speed pumps operate on VFDs. The pumps are operating at a rated point of 5250 GPM at 103 ft TDH each, with a total installed capacity of 21,000 gpm. Pump Station 1 receives flows from its own basin and also repumps flows that are generated from PS2, PS4, PS5, and PS30 and received through a 36-inch gravity main. These flows are then pumped through a 30-inch force main which directs the wastewater through the City's force main system towards Miami-Dade County CDWWTP.The pump station has two(2)wet wells,one(1)on-site 625 kVA emergency generator, and an above ground electrical room. Most of the process mechanical, electrical, instrumentation & controls, as well as HVAC equipment has reached the end of its useful life, are corroded and present challenges for the City's O&M staff to maintain and operate. Some of the isolation valves on the pumps suction lines do not work properly. In addition, the City has been awarded a grant through the Rebuild Florida Critical Facility Hardening Program (RFCFHP) to implement hardening and storm proofing measures to this critical facility. The pump station rehabilitation scope includes replacement of pumps & motors, seal water system, pipping & valves, control panels, VFDs, instrumentation and wet well coating. The hardening scope includes HVAC improvements, generator replacement, accessibility improvements, storm proofing (flood, wind and impact protection). Coordination for the installation of the City's new SCADA system is required for this pump station as well. 300 Engineering worked with the City of Miami Beach to evaluate the project as defined by the CIP, along with the hardening goals,to ensure all critical features could be completed within the available budget. In addition, 300 Engineering assisted the City in verifying no conflicts existed between the two scopes. Key scope elements for this project include: • Complete rehabilitation of a major 4-pump sanitary sewer pump station • Resiliency and sustainability design for hardening of critical infrastructure • Evaluation of the CIP project DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 Al 4.1 - EXPANDED PROJECT PROFILES BRIEF PROJECT DESCRIPTION: CATEGORIES: Program and Construction Management for upgrading the ew c A �j Wastewater Collection and Transmission System (WC which £ involves the rehabilitation of 118 sewage pump station TS)basins �j in the County, covering over 153 pump station and force main PUMP STATIONS PUBLIC OUTREACH projects. TEAM EXPERIENCE: EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering Group, P. A. The Miami-Dade Water and Sewer Department(WASD)established Bermello and Ajamil a Program and Construction Management for the implementation of a Pump Station Improvement Program (PSIP)for upgrading the PROJECT NAME/LOCATION: Wastewater Collection and Transmission System (WCTS) which $215M Pump Station Improvement involves the rehabilitation of 118 sewage pump station basins Program (PSIP) Miami Dade County in the County, covering over 153 pump station and force main Miami, FL. projects, plus an Infiltration and Inflow (I/I) reduction program for over 50 basins. SCOPE OF SERVICES PROVIDED: Planning and engineering, design Pump stations required certification of meeting a nominal average management, construction pump operating time (NAPOT) of less than or equal to 10 hours management& daily inspections, per day, and also be capable of meeting peak flows and peak infiltration/inflow management, cost pressures criteria. estimation, pump station analysis, project implementation scheduling, 300 Engineering was part of the Program Management Team, document control, PCTS health responsible for the following four phases: and safety services, permitting 1. Planning and Engineering—includes the preparation of basis of coordination,value engineering, design reports, development for pump station and force main invoice processing, hydraulic projects, data acquisition and analysis, SCADA monitoring of modeling coordination, compliance pump station, definition and preparation of remedial plans reporting, public outreach. (which can include Ill repairs, O&M recommendations and/or PROJECT OWNER: complete rehabilitation) and coordination with WAD's Pump Miami-Dade Water and Sewer Dept. Station Division for project's prioritization 2. Design Management:—includes coordination and management REFERENCE CONTACT: of eight(8)design consultants for the preparation and review of Rolando Roque, PE design submittals to ensure compliance with the requirements E: roquer@miamidade.gov for each project and permitting agencies. This phase also P: 786-552-8129 involves coordination with permitting agencies, such as Miami-Dade County Regulatory and Economic Resources COMPENSATION FOR SERVICES: (RER), Miami-Dade County Public Works, Miami-Dade County $24,000,000 Building Department, Florida Department of Transportation PROJECT START DATE: (FDOT),among others.Coordination with Florida Power&Light 01/2014 (FPL) was also crucial during this phase to guarantee prompt PROJECT END DATE: project completion without missing regulatory deadlines. 07/2021 3. Construction Administration, Management and Inspection CONSTRUCTION COST: Services — for the multiple pump station and force main $215MM contractors selected for this program through the County's CONSTRUCTION START DATE: MCC 7040 procurement method. 1 11/2014 4. Infiltration and Inflow Management — which entails the CONSTRUCTION END DATE: management and coordination of 4 different contractors for 07/2021 Manhole, Sanitary Sewer Evaluation Survey (SSES), CIPP, and Dig and Replace (D&R) contracts. DocuSign Envelope ID: 14F5764B C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES ff, mmr vr f • , et11„7i 4 r, • •` Pump Station Projects Pump Station projects involve repair/rehabilitation/replacement of out-of-compliance pump stations ranging from 5 to over 300 HP pumps (rated capacity). In order to provide the most cost-effective approach to WASD, the Engineering Team uses the following approach: Operations and Maintenance work (least expensive); Increase force main discharge capacity by replacing the existing or installing a parallel line; Rehabilitation of existing pump station; New pump station (most expensive). Moreover, in the Planning, Engineering and Design of pump stations, our team incorporates sea level rise projections through the planning tools developed and recommended by the SE Florida Climate Change Compact, including: Unified Sea Level Rise Projection for Southeast Florida, Region-wide and County-wide Sea Level Rise Inundation Vulnerability Assessments and USACE Sea Level Change Curve Calculator. These tools are particularly employed in the design of control panels (to account for Base Flood Elevations) and in the selection of wet wells and valve vault hatches. Key scope elements for this project include: • Engineering analysis • Rehabilitation of 118 sewage pump station basins • Comprehensive studies and reports • Permitting process • Hydraulic modeling management • Sea level rise consideration and hazard mitigation DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES Air BRIEF PROJECT DESCRIPTION: CATEGORY:AO Program and Construction Management Services Related to the Wastewater System Priority Projects, included in WASD's third Consent Decree with USEPA and FDEP. PUMP STATIONS EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: TEAM EXPERIENCE: Miami-Dade Water and Sewer Department (WASD) entered into 300 Engineering Group, P.A. a federally mandated Consent Decree with the United States Environmental Protection Agency (USEPA) and the Florida Department of Environmental Protection (FDEP) committing to making improvements to the wastewater collection and treatment PROJECT NAME/LOCATION: system. $1.9B USEPA Consent Decree Miami Dade County- Program, Design The PMCM Team was selected as Owner's Representative & Construction Management and by WASD to provide Program and Construction Management Support Services. Services Related to the Wastewater System Priority Projects, SCOPE OF SERVICES PROVIDED: included in WASD's third Consent Decree with USEPA and FDEP. Program Management, Construction Our team is responsible/leading the management of three (3) Management, Hydraulic Modeling, major design consultants divided into the following programs: Scheduling, Cost Estimates, • Design Services for Wastewater Collection and Transmission Engineering Studies, Public Outreach, Systems (WCTS) Related to Consent Decree Projects Development Coordination, • Consent Decree Capacity Management, Operation, and Engineering Analysis, Inspection and Maintenance Programs (CMOM) Document Control • Design Services for Wastewater Treatment Plants Related to Consent Decree Projects PROJECT OWNER: Miami-Dade Water and Sewer Dept. 300 Engineering Group, P.A, as subconsultant to the Program Management and Construction Management Team, leads the REFERENCE CONTACT: WCTS and CMOM tasks. 300 Engineering manages over ninety- Nelson Perez-Jacome, PE three (93) Pump Station and Force Main and Projects from E: Nelson.Perez-Jacome©miamidade.gov conception to project certification,including the following phases: P: 786-552-4400 Engineering Design, Permitting, Procurement, Construction, COMPENSATION FOR SERVICES: Project Certification. $91,000,000 Pump Station Projects PROJECT START DATE: Pump Station Projects range from local pump stations to regional 06/2014 and booster stations. Local pump stations must be certified as PROJECT END DATE: capable of meeting a nominal average pump operating time lig ON-GOING (NAPOT) of less than or equal to ten (10) hours per day. Also, our Team is evaluating the operating conditions of Regional and CONSTRUCTION COST: Booster Stations, including triplex and bigger pump stations, that $1.98 require upgrades such as: electrical equipment replacement, CONSTRUCTION START DATE: - wet well maintenance, pump station relocation, pumps & motors 06/2014 replacement, process & yard piping replacement, modification to ammommommi CONSTRUCTION END DATE: the pump station configuration, among others. These large pump ON GOING stations are required to be operating in optimum conditions to meet Ocean Outfall Legislation requirements. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES Aiir • ( . 3 'i E 4....mig, ill 4 iiiii_ * .- •...- . 54 ;' ,.y,. 1 J A 4 ; d ee'"� A��'11��',' � A. \\ \�\ `yam, Key booster pump station projects conducted under this task include: • Upgrades to PS-414 to include replacement of three pumps & motors rated at 200 HP, conversion of pump station to an on-line booster system, installation of new process and yard piping, and electrical building upgrades to install new switchgear and VFDs. • Rehabilitation of PS-415 to include replacement of the existing four pumps & motors rated at 300 HP, installation of new process and yard piping, electrical building upgrades to install new switchgear and VFDs and replacement of odor control system. • Rehabilitation of PS-416 to include replacement of the existing three pumps & motors rated at 125 HP, installation of new process and yard piping, electrical building upgrades to install new switchgear and VFDs • Upgrades to PS-418 to convert the pump station to an on-line booster system, installation of three pumps & motors rated at 450 HP, installation of two on-site generators, rehabilitation of wet-well, , installation of new process and yard piping, electrical room upgrades to install new switchgear and VFDs and installation of new trolley systems DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES Aigir BRIEF PROJECT DESCRIPTION: CATEGORY:AO Preliminary engineering and permitting design services for hardening of the Westwood Lakes Facility (including PS-683), PS-536 and PS-1310. The project involves flood, impact and wind protection for damage mitigation under severe weather events. PUMP STATIONS TEAM EXPERIENCE: M 300 Engineering Group, P.A. �� ' l t 'm"ir . • ION ' Nr PROJECT NAME/LOCATION: • . . Westwood Lakes Facility, PS 536, _ _ MIli and PS 1310 Hardening ..� .. "' 'r"� SCOPE OF SERVICES PROVIDED: ` - 1 t 1 , -1 _ Preliminary Engineering, Hazard - \. ;<, \ 'I. Identification, Sea Level Rise . x Considerations, Detailed Report fi f II, Development, Detailed Design _ - -',� x — ,, . • C Services and Permitting Support _ - _ _ / PROJECT OWNER: 4 ;;�: ��r_ Miami Dade Water & Sewer Dept a � _., • ;r REFERENCE CONTACT: r Justino Moncada E: Justino.Moncada amiamidade.gov P: 786.552.4436 .. 116 to COMPENSATION FOR SERVICES: $188,000 _ PROJECT START DATE: EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 10/2021 The Miami-Dade Water and Sewer Department(WASD) request- PROJECT END DATE: ed the team to provide engineering and design services for On-Going hardening upgrades to the Westwood Lakes Maintenance Facil- CONSTRUCTION COST: -•,., ity(Westwood Lakes), Pump Station (PS) 0683, PS 0536, and PS $2.7M 1310. These upgrades are to be conducted as part of the Federal Emergency Management Agency(FEMA) project number 4337- 155-R. These facilities are crucial for WASD, and therefore, add- ing flood, wind, impact and emergency power supply protection will help reduce damages during a storm event: The Westwood Lakes facility is located at 4801 SW 117th Avenue. Westwood Lakes is a large maintenance facility and administration building which serves as one of the hubs for WASD SCADA Division and houses the Division's emergency command center for all PS operations. The facility also includes PS 68 3, which is a regional triplex pump station that conveys 5.76 mgd of wastewater. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES ffiElm PS 0536 is located at 8989 SW 117th Avenue. PS 0536 is one of the main booster station that services the flows generated by the Kendall West community, conveying approximately 76 mgd of wastewater. The PS has four centrifugal pumps with 800-horsepower motors and two 1,750-kilowatt natural-gas- engine generators. PS 1310 is located at 150-100 NW 151st Street and Douglas Road, but most notably, it is at the end of a former runway at the Opa-Locka Airport. PS 1310 is a booster station that serves an expansive region to the north portion of Miami-Dade County, including the entire City of Hialeah, and conveys approximately 61 mgd of wastewater. The proposed upgrades for these facilities include: • Install a new, dual-fuel, diesel-natural gas generator in a sound-attenuated, wind-rated enclosure at the Westwood Lakes facility • Install approximately 600 linear feet of underground natural gas supply line from 117th Avenue to the new generator at the Westwood Lakes Facility. • Incorporate wind and flood protection to the PS 683 building, with the installation of flood resistant doors and impact resistant louvers • Installation of a new (third), redundant, natural-gas generator at PS 536 • Incorporate wind and flood protection to the PS 536 Electrical building,with the installation of impact resistant doors and louvers • Incorporate wind and flood protection to the PS 1310 building, with the installation of flood resistant doors, impact resistant louvers, impact resistant doors and flood gates The first phase of the project included the preparation of a detailed preliminary design memorandum to evaluate hardening alternatives and select the best solution for each case. This evaluation also included a structural assessment of the PS integrity and definition of the design criteria for the selected hardening alternative. The hardening evaluation included three phases: 1. Development of a listing of vulnerable assets considering nature of threat posed for each(for example, wind or flooding hazard) and critical threshold elevation for flooding 2. Identification of possible damage mitigation alternatives for the various assets identified in Step 1 3. Preparation of a relative ranking of the alternatives based on evaluation criteria,such as effectiveness of the alternative, practicality, alignment with guidelines/scope, impact to facility operation, and estimated cost 300 Engineering is responsible for the hardening evaluation as well as the civil, architectural and structural design disciplines. Key scope elements for this project: • Engineering and design services for hardening upgrades of regional and booster pump stations • Resilience and sustainability considerations • Flood, impact and wind protection of critical assets • Detailed vulnerability assessment y^••mot — —�,• ��a °� �'� ` 111 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 4.1 - EXPANDED PROJECT PROFILES Aim BRIEF PROJECT DESCRIPTION: CATEGORY:BE The SSES and I/I Repair Program consisted on a one-year Countywide Contract for PSIP PS Sanitary Sewage System SSES Inspection, Rehabilitation of PSIP PS Sanitary Sewage System by t Cured-In-Place Pipe Lining Method, Dig & Replace Method, and vl& SSES Manhole Rehabilitation. TEAM EXPERIENCE: 300 Engineering Group, P. A. Bermello and Ajamil PROJECT NAME/LOCATION: Sanitary Sewer Evaluation Survey (SSES) and Infiltration & Inflow !' r' ` (I/I) Repair Inspection Services for Miami Dade County Pump Station4. y Improvement Program/ Miami-Dade •` : �� r.i County, FL _� _ • SCOPE OF SERVICES PROVIDED: r • —� Infiltration & Inflow Management and Inspections, Construction Management & Inspection (CEI) Services Planning & Engineering, Design Management, and Program Management EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: PROJECT OWNER: 300 Engineering was the program manager for the SSES and Miami-Dade Water and Sewer Dept. Infiltration & Inflow (I/I) Repair Inspection Services for the Miami Dade County Pump Station Improvement Program (PSIP). The REFERENCE CONTACT: project included the following phases: Rolando Roque, PE 1. Annual Cleaning Video Recording and Smoke Testing of E: roqueramiamidade.gov Selected Portions of WASD Sanitary Sewer System P: 786-552-8129 • Cleaning, video recording and smoke testing of COMPENSATION FOR SERVICES: approximately 736,600 linear feet of sanitary sewer $847,000 gravity collection lines of varying diameters • Cleaning and inspection of 40 pump station wet wells PROJECT START DATE: 2. Rehabilitation of Manholes Inflow & Infiltration (I/I) Repair for 09/2014 PSIP Projects PROJECT END DATE: • Rehabilitation of approximately 415 manholes in various 09/2015 locations within Miami-Dade County • Cleaning of manhole structures, surface preparation, CONSTRUCTION COST: concrete repair and restoration, installing concrete $8,470,000 protective coating, sealing exterior voids of leaks with CONSTRUCTION START DATE: a chemical grout, cleaning and restoring exposed 09/2014 reinforcing, rehabilitation of the manhole bench and flow CONSTRUCTION END DATE: channels, installing plugs and thru pipe as required 09/2015 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE68-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES Ar• r• :311. .. wir 3. Rehabilitation Sanitary Sewers by the CIPP Method for PSIP Projects • Rehabilitation of defects in 8-Inch through 36-inch diameter gravity sanitary sewer pipes by the cured-in-place pipe lining method, at various locations within Miami-Dade County. • Supplementary cleaning of affected gravity sanitary sewers • Isolation of sewer segment to be repaired • Inspection via closed circuit television (CCTV) • Installation of CIPP liner and reinspection with CCTV 4. Removal and Replacement of Sanitary Sewer Gravity Mains — Dig & Replace Project • Removal and Installation of approximately 8,250 LF of 8-inch to 24-inch gravity mains • Removal and Installation of approximately 9,000 LF of 6-inch laterals • Making the connection from the existing sewer lateral to the new lateral piping, including the saddle connection • Complete Roadway and swale restoration, as necessary • Replacement of concrete driveways encountered within the limits of construction 300 Engineering provided the following Construction Management& Inspection Services • Review of Staffing Plan with supporting data • Review and approval of Mobilization Plan • Review of Schedule and Sequence of Work detailing how the contractor will perform all the work in the allotted completion time • Review of Hurricane Preparedness Plan of Action • Review of Project specific Manual of Safety Practices • Review and Approval of Bypass Pumping/Flow Control • Ensuring contractor adheres to the Construction Specifications • Review and Processing of Shop Drawings for all materials and equipment • Inspection of all equipment, including CCTV Trucks, plugs (for all pipe sizes to be encountered), safety equipment, etc. • Assistance and Coordination with Permitting Agencies and Municipalities regarding requirements for work within their jurisdiction • Ensuring Contractor complies with OSHA requirements • Project Close-out DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES Am, r BRIEF PROJECT DESCRIPTION: CATEGORY: Engineering Services for Night Flow Monitoring, Smoke Testing, O I/I Analysis, Prioritization Framework and Cost Estimate for I/I remediation. I/I&SSES • .f„... ,JI>, f x ' ". - " `,:- • - Nu f TEAM EXPERIENCE: �� -;� 0' , ,- c All 300 Engineering Group, P. A. -,_ f' k-. ,-.r `, 4. PROJECT NAME/LOCATION: '' • .. ' ' ' Sanitary Evaluation System Survey • 4 1,' '\ ,, r . (SSES) - Night Flow Study , , ., • V` and Basin Prioritization '+ / •,( City of Coral Gables , ' JIL 4 SCOPE OF SERVICES PROVIDED: i ' ws y Field Flow Monitoring, SCADA Data --,, r�; Analysis, GIS Services, Planning, Data Collection and Analysis, Cost .. �'1 Effective Analysis, SSES, Preliminary • , y•" !Y" '-. t, f , Cost Estimating, Pump Station `'�- •+e` Condition Assessments, Smoke Testing, Flow Testing. 1' •.• •444 PROJECT OWNER: �,,,��,,``-,��� ,k •,s1p ;�'" City of Coral Gables ; !'ice►.; • �y"' :• •"pap •,4 ' REFERENCE CONTACT: .'4. 0* it'N . . r • A. ' ' i. ' Jorge Acevedo, PE ,if „. ,, ... ,-a�...y�+.1 t,. • E:jacevedo2©coralgables.com . '',' ' P: 305 460 5006 AA , ' COMPENSATION FOR SERVICES: ' • ' ` `-p.,,. ..' j! v j $278,071 PROJECT START DATE: , EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 11/2019 300 Engineering conducted a SSES for the City which is required PROJECT END DATE: as per the Miami-Dade County Code. 300 Engineering provided 06/2021 Night Flow Evaluations, Smoke Testing, and Visual Manhole Inspections. To identify basins surpassing the 5,000 GPDIM I/1 threshold, 300 Engineering performed wet season Night Flow Monitoring, when the domestic activity and wastewater flow is minimal, and the majority of flow observed can be attributed to I/1. The flow monitoring was conducted by a combination of field investigations at each of the City's pump stations, and analyses of its SCADA data. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 4.1 - EXPANDED PROJECT PROFILES Additionally, 300 Engineering further evaluated the I/I throughout the City by performing Water Consumption and Environmental Factor Analyses.These studies allowed to compare metered wastewater flows versus water usage,as well as to examine the relationship between system-wide wastewater flows and environmental factors, such as, rainfall, groundwater and tidal elevations for the one-year period of 2019. The flow analyses allowed to quantify I/I and demonstrate that rainfall, groundwater levels, and tidal fluctuations had a considerable impact on the City's wastewater collection system, most likely as a result of existing defects that facilitated the entry of clean water from these extraneous sources. 300 Engineering conducted a City-wide Smoke Test on the sewer collection system. The test was performed during the dry season I O and comprised approximately 360,000 LF of gravity mains. It allowed to report any existing cross-connections with the City's stormwater drainage system, as well as to record all observable defects or sources of smoke exfiltration. Simultaneously, Visual Manhole Inspections were performed to evaluate the physical condition of these structures. Based on the SSES results obtained, 300 Engineering prepared the City's Third Cycle Phase 1 and 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER). 300 Engineering performed a qualitative and quantitative analysis for the I/I at each of the City's thirty-five (35) basins from 2017-2019. A prioritization of the sewer basins was established based on the I/I estimation results, in accordance to the requirements of the USEPA -• Consent Decree and Section 24-42.2 of the Code of Miami-Dade : t. - County. Each of the City's sewer basins were categorized based on an assigned prioritization to target I/I reduction. The Prioritization Criteria included I/I Severity, Pipe Age, Pipe Material, and Suspected Lateral issues, among others. A comprehensive Corrective Action Plan was developed as part of the SSES report including recommended priorities,timelines,tactics and initiatives, and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with specific targets and deadlines, the following objectives were set for the City's I/I program: • Strategic I/I reduction plan to address critical areas • Target basins with high flows and those which involve critical pump stations • Set specific I/I targets for basins • Develop a step-wise I/1 Reduction Plan. The Corrective Action Plan included a lifecycle cost assessment, Savings Benefit-to-Cost Ratio, Internal Rate of Return, and Payback Period for the proposed I/I investigation and rehabilitation measures. Following the implementation of some of the rehabilitation work proposed, 300 Engineering conducted Field Flow Monitoring tests at the seven (7) sewer basins that were initially found to be out of compliance with the 5,000 GPDIM I/I standard. The objective was to re-evaluate the flows at each pump station in order to determine their basin's current compliance status. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 4.1 - EXPANDED PROJECT PROFILES Arr BRIEF PROJECT DESCRIPTION: CATEGORY: B \ Engineering Services for Smoke Testing, Flow Analysis, Sanitary Evaluation System Survey for the 3rd Cycle Report (SSES) Phase J I. I/I & SSES TEAM EXPERIENCE: a` F }"W+ ..• `-.4 300 Engineering Group, P. A. "', - ; . ,. . 110 i _' :la PROJECT NAME/LOCATION: r!•• - Sanitary Evaluation System Survey • r.t_, ' 3rd Cycle Report(SSES) & Smoke • -_ Testing of Sanitary Sewer System • t ' _ .,, • Y `?' SCOPE OF SERVICES PROVIDED: rf. . i �• ..�i rub "^ Smoke Testing,Visual Manhole V` r°+ �C• Inspection, Creation of Project ��', {', _ '' Tracking Dashboard, Planning, Data ' , - ; ,' : �R �,1 .-jf Collection and Analysis, Smoke -• ,�� . ° f �,N . l'a •• . �� Test Defect Report, Calculation of �� Allowable I/I, SSES Report, Corrective j.- Action Plan. _ _. , . .0.• ! , -.11•'- • r . PROJECT OWNER: f `..-. '.• • ,: Town of Surfside - REFERENCE CONTACT: - Hector Gomez 4 . ' E: hgomez@townofsurfsidefl.gov w : . P: 305-861-4863 ,',' , .{ ,• a •� T•.. III _ T•J •Pr. . ' • COMPENSATION FOR SERVICES: �!+ .. .t<""�' 1 "`' $43,680 ti a' • __ - . *4‘1411 PROJECT START DATE: Y ;. • • • J *+'�+ "`� PROJECT END DATE: • ,` • -- ' 03/2022 • EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The Town of Surfside (Town) is located in north-east Miami-Dade County and occupies an area of nearly zero-point fifty-six square miles. The Town owns and operates a sanitary sewer collection system comprised of approximately 9.3 miles of gravity mains, 157 manholes, and 2 pump stations that discharge its flows into the Miami-Dade Water and Sewer Department(MDWASD)system for treatment and disposal. The existing wastewater collection system serves the Town's population of over 5,500. The Town is DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES Aimmr a Volume Sewer Customer (VSC) of MDWASD. The Miami-Dade County Code requires VSCs to perform a variety of activities related to the collection system's assessment, rehabilitation, and management. 300 Engineering performed Smoke Testing of the Town's sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code. Smoke testing was performed during dry weather and in low-wind conditions. The evaluation consisted of using an air blower to force non-toxic low-pressure smoke into the sewer pipes and documenting the locations of smoke exfiltration. After the test was completed,the smoke test results were reviewed to identify repair tasks to be performed by the Town and identify corrective actions for which property owners would be notified and held responsible to complete. 300 Engineering created an interactive smoke test tracking dashboard to manage the project progress, create visibility for project stakeholders and manage the smoke test repairs. Additionally, 300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. Manhole Inspections provide the Town with valuable information on the physical condition of the manholes, and an opportunity to observe pipe diameters, inverts, network connectivity, and possible surcharging within mainline gravity sewers. Manholes can be a significant source of I/I into the collection system through missing inserts(rain dishes), loose joints, cracks, or damaged frames and covers. Furthermore, 300 Engineering prepared the Town's Current Cycle 3 Phase I SSES Report for submittal to the Miami-Dade County Department of Regulatory and Economic Resources (RER). 300 Engineering reviewed flow measurements performed and approved as part of the SSES 2nd Cycle to be used as credits for the 3rd Cycle. Approved Night Flow measurements are included as part of the report. In addition, 300 Engineering compared the Town's wastewater flows against water meter usage, rainfall data, groundwater table elevations and tidal elevations and assess the impact of Base I/I, Rain Dependent I/I (RDI/I), and Tidal I/I. The report provides a review of the data obtained from the Town's preliminary sewer system survey,the analysis of the system's condition, and the development of an action plan to minimize I/I levels. A Corrective Action Plan was developed as part of the SSES report including recommended priorities, timelines, tactics and initiatives, and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with specific targets and deadlines,the following objectives were set for the Town's I/I program: • Prioritization Plan for I/I Reduction including Sanitary Manholes Repairs, CCTV Inspection of Gravity Mains, Inspection of Suspect Lateral Defects The Corrective Action Plan included a lifecycle cost assessment, Savings Benefit-to-Cost Ratio, Internal Rate of Return, and Payback Period for the proposed I/I investigation and rehabilitation measures. Illirk . ..1. ..-, , ;. L*111.1.11":'.—_ -' \*, t A • V _-- _ — yr. 1 -.... — a. r. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB Al 4.1 - EXPANDED PROJECT PROFILES BRIEF PROJECT DESCRIPTION: CATEGORY: \ Night Flow Monitoring, Ill Analysis, Prioritization Framework and B \ Preliminary Cost Estimate for I/I remediation. I/l& SSES TEAM EXPERIENCE: 300 Engineering Group, P. A. II AsSibur,r. PROJECT NAME/LOCATION: 4..• •--.�ilir 4Sanitary Evaluation System Survey � f~ '� i (SSES) — I/I Plan of Compliance ! r 1 4 : ite - ,% . r'�*— North Bay Village , .ik . . I' ' I,l. 1 ... SCOPE OF SERVICES PROVIDED: "'-.- , Field Flow Monitoring, GIS Services, Planning, Data Collection and ;` + '- L- Analysis, Cost Effective Analysis, 11.0., .- - - '.:Ak . doSSES, Cost Estimating, Visual �� + j Manhole Inspections, Smoke Testing. / „. '� �'rl PROJECT OWNER: 7. } • ; 1111614Vrii;:‘41k.'' ''' North Bay Village :. • �M"M' •�""' i VIM is It'♦ / I .�- 4� REFERENCE CONTACT: r b !: I P.. , I .__ I Marlon Lobban OP OF-: ' • ; E: MLobban©nbvillage.com • •; ; ' 1 P: 305-861-4863 . 4 w COMPENSATION FOR SERVICES: EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: $121,040 North Bay Village(the Village)is located in east Miami-Dade County, PROJECT START DATE: on Biscayne Bay, and is composed of two islands occupying an 10/2021 area of approximately 525 acres. The Village owns and operates PROJECT END DATE: its sanitary sewer collection system which the discharges its flow 03/2022 into the Miami-Dade Water and Sewer Department (MDWASD) system for treatment and disposal, making it a Volume Sewer Customer(VSC). The Miami-Dade County Code requires VSCs to perform a variety of activities related to their collection system's assessment, rehabilitation, and management, which include a periodical Sanitary Sewer Evaluation Survey (SSES). After the submittal of the required Second Cycle SSES Report, six (6) of the Village's seven (7) sanitary sewer sub-basins were found to be out of compliance with the 5,000 gallon per day inch-mile (GPDIM) standard for infiltration and inflow (I/I) specified in the DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES County Code. As a result, the Miami-Dade Department of Regulatory and Economic Resources (RER/ DERM) placed all but one (1) of the Village's sub-basins under INCOMPLETE (IN) Moratorium status. Due to an insufficiency of supporting documentation on the activities performed as part of the SSES, RER/ DERM issued an RFI to the Village requesting additional information to validate their pump station basins and sanitary sewer collection system's condition/status. The Village requested 300 Engineering to assist in bringing the Village's basins into compliance with the County Code by re-assessing the system and providing a response to RER/DERM's RFI. To this effect, 300 Engineering developed a customized I/I Plan of Compliance for the Village. The Plan was also developed to maximize cost-effectiveness by responding to the RER/DERM RFI while simultaneously satisfying the upcoming SSES Third Cycle Report requirements. The Plan was comprised of various steps to ensure that a holistic analysis of the Village's I/I predicament was conducted and executed, these steps being: 1. Performing Night Flow Isolation and Visual Manhole Inspections 2. Performing Night Flow Tests 3. A Water Consumption Analysis and GPDIM Calculations 4. Smoke Testing 5. Developing a Cost-Effective Rehabilitation Prioritization Plan As a response to the RFI prepared by RER/DERM, 300 Engineering developed a report based on the Compliance Plan, which highlighted the overall assessment of I/I in the Village's sanitary sewer collection system, including the results of all performed tests, inspections, and calculations, as well as a summary of the Village's past rehabilitation work, recommended rehabilitation work,and a Cost-Effective Rehabilitation Prioritization Plan. The recommended rehabilitation work included the following in order to tackle the Village's I/I issues: • Cleaning and closed-circuit televising (CCTV)inspection of gravity main segments with observed I/I and suspect laterals • Additional repairs, such as point repairs, resulting from the CCTV inspections • Manhole defect repairs • Cured-in-place-pipe (CIPP) lining of gravity segments not previously lined Once the I/I Plan of Compliance was completed, 300 Engineering held a coordination meeting with :11) • - the Village and RER/DERM to •- address any concerns before final submission.Following this meeting, • 300 Engineering presented the , -''i I/I Compliance Plan, findings and recommendations at the Village's monthly Commission meeting. The key to the success of this project • �• was ongoing coordination with the project stakeholders & providing Ill NO3_— the Village with a clear andVII _ . focused, cost-effective approach. ,;. I „ I !, I .. _ 137 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES 461r. MI AMI BEACH EXPERIENCE BRIEF PROJECT DESCRIPTION: CATEGORY: Engineering of Record Services for the replacement of a 30- inch force main and a 20-inch water main within the proposed C ii... ...i0 Bayshore Park. Expedited design and permitting services to comply with project schedule. FORCE MAINS&WATER MAINS TEAM EXPERIENCE: 300 Engineering Group, P.A. Bello& Bello PROJECT NAME/LOCATION: " ,•��'i -2 y Bayshore Park Water Main and ,r * .�•' a ,w,,; 1 Force Main Replacement ,.�1. h '- • , .;.:'-' -*4• .:,: ', •City of Miami Beach, FL 4' t - bt, • •44. . :I%s'r'�-c5�` -� `G-. ;' • •.ice ,s'r . -, �4.40itF ..:.y,} , SCOPE OF SERVICES PROVIDED: t .' i`a` •-.� �[ !,,� ,' ` •'st r-' Engineering & Design Services, '.' r /"' ,�, Permitting Support, Bid &Award 4 . • _ �''��` ''' ` • Services and Limited Engineering % :-, ,;;i f, • x+'c� Services during construction it 0, ; fr,. ry f• '• ,r;, .• � PROJECT OWNER: ga b . 1s, "- .9.24 . ;'. •; - City of Miami Beach — •t Public Works Department ` . , ' .., r REFERENCE CONTACT: '►%.7•„ ;"`•' 'r y Mariana Evora, PE \ 1! ,/iff' ,. E: MarianaEvora( miamibeachfl.gov V J11.: P: 305-673-7000 ext 26180 - V V .• E COMPENSATION FOR SERVICES: -,__ -lam $212,000 _ lal PROJECT START DATE: 05/2021 PROJECT END DATE: ON-GOING , - CONSTRUCTION COST: = .. $2,800,000 - DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES Amiim. EXPANDED PROJECT DESCRIPTION Ng' ., '`� '` '. & SCOPE OF SERVICES: • •a -•",'- The City of Miami Beach (City) owns, operates, and maintains a water :. ``:.1 r distribution system and wastewater + ,7, ,' collection of transmission system - sl' f. .i. _„ • ..'•, •" '+_ :) within its service area. The systems WI- • : u` ,�" total over 200 miles of pressurized '4' .` t ` . pipe ranging from 2-inch to 54-inch in *' - ,, `` diameter. In general,the water& sewer ' ��' 41 , •,' -� 1 �` ' + :?,' infrastructure is aging and in need of repair/replacement. � I +Ugla - ill�f ' ,..� •..n, 'l =-- _ �i;;, The City is planning a redevelopment "„ ,ti ;,;� "'' of the former Par 3 golf course with the '? .1.;. ,-, + • .„ "7'' installation of the new Bayshore Park, - „,. -,.. which is a signature project for the City and will provide the community with new green space with resiliency components, stormwater management and recreational spaces. The park was in the final stages of design and permitting when the City identified the need of replacing two (2) vital pipes that are sitting with the park area: a 30-inch CIP force main and a 20-inch CIP water main. Both pipes were installed over 70 years ago and would create significant challenges to replace and/ or repair after the new Bayshore Park is constructed. Therefore, the City requested 300 Engineering to provide expedited engineering, design and permitting services to prepare the construction documents for the replacement of these two critical pipes before the completion of the design and permitting of the Bayshore Park project. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline. Under this project 300 Engineering was able to develop 90%design drawings and technical specifications for the replacement of approximately 850 LF of 30- inch force main and 1200 LF of 20-inch water main within 8 weeks. Moreover, permits were obtained in less than 90 days,with the water main extension being approved in 24 hours. In addition, it was critical for the project to provide a pipeline alignment that avoided conflicts to the proposed park infrastructure and trees, optimized the section of pipes to be replaced, and minimized the impact to the systems during construction. Therefore, extensive and early coordination with the different project stakeholders was paramount for the success of the project. Key scope elements for this project include: • Replacement of over 1200 LF of 20-inch water main • Replacement of 850 LF of 30-inch water main • Expedited project delivery (Design 8 weeks, Permitting less 90 days with Water Extension Permit in 24 hrs.) • Detailed sequence of construction and flow management during construction plan • Coordination with various project stakeholders including: City of Miami Beach Public Works Department, City of Miami Beach Parks and Recreation and CIP managers, Bayshore Park design consultants and permitting agencies DocuSign Envelope ID: 14F5764B-C389-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES z •mr BRIEF PROJECT DESCRIPTION: CATEGORY:C Design of a 36-inch ductile iron (DI) water main which was required to upgrade the water system with the goal of increasing rr -r ` ' water pressures in the project area and provide adequate fire flow protection. FORCE MAINS&WATER MAINS TEAM EXPERIENCE: 300 Engineering Group, P. A. PROJECT NAME/LOCATION: Installation of 36-inch Water Main along NW 106th Street from NW 107th Avenue to the Intersection of NW 87th Avenue and NW South •• VI River Drive / Miami-Dade County, FL ` SCOPE OF SERVICES PROVIDED: Engineer of record services, project management, detailed engineering and design, permitting coordination, 1 -S procurement support services .. PROJECT OWNER: Miami Dade Water& Sewer Dept. REFERENCE CONTACT: Carlos Benavides E: Carlos.benavidesamiamidade.gov , . . P: 305-310-6307 .,- COMPENSATION FOR SERVICES: - _ $430,000 PROJECT START DATE: 12/2015 PROJECT END DATE: 10/2017 CONSTRUCTION COST: $8,200,000 - —� CONSTRUCTION START DATE: -; 06/2021 _ - - CONSTRUCTION END DATE: - - 11/2022 - - DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES • EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering provided engineering services for the design of a 36-inch Ductile Iron (DI) Main. The Miami Dade Water and Sewer Department required to upgrade the water system to increase water pressure and provide optimum fire flow protection. The purpose of this project was to improve water transmission system redundancy and increase system pressure around Medley, Doral, Miami Lakes, Hialeah and Hialeah Gardens The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive, within the Town of Medley. The Project also involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast (FEC) Railway. The Project also involve approximately 70 LF of subaqueous canal crossing via Open Cut. Multiple trenchless technologies were considered for the railroad crossing including HDD and Jack & Bore. However, due to the requirements of FEC and high-water table, micro-tunneling was selected as the preferred option. Services provided included, but were not limited to design, permitting, cost estimating, preparation of technical specifications, detailed maintenance of traffic plans, utility coordination, site inspections, scheduling, limited procurement, and limited construction support services. The Project required major coordination with Stakeholders including South Florida Water Management District,Town of Medley Police Department and Miami Dade Regulatory Economic Resources Department. A Detailed MOT was prepared to adjust for the requirements of the Town of Medley since NW 106th was allowed to be closed at nighttime only. Detours Plans were also prepared by 300 Engineering provided continuous transit to Police and Solid Waste Vehicles. Key scope elements for this project include: • Trenchless technologies evaluation • Micro tunneling design including a 54-inch casing • Subaqueous canal crossing design • Detailed MOT • Stakeholder coordination with multiple municipalities and permitting agencies DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 4.1 - EXPANDED PROJECT PROFILES Aris BRIEF PROJECT DESCRIPTION: CATEGORY:C Replacement of existing 24-inch Force Main on NW 107th Ave from South of NW 7th Street to NW 25th Street with a new 36- • . 1inch Force Main. Project Included 160 LF of Micro-tunnel with 54- inch Casing FORCE MAINS&WATER MAINS TEAM EXPERIENCE: 300 Engineering Group, P. A. BELLO & BELLO PROJECT NAME/LOCATION: Design Build for the Installation of • -.MIR a 36-inch Force Main with 54-inch r y� ""`' I. Micro-tunnel along NW 107 Ave from 4111 1 7th St to 25th St. Miami Dade County y y11 4 '1:set. ®' d 4 9 SCOPE OF SERVICES PROVIDED: � �'` + � r,, Project management, Design Development, Permitting Services, Bid Phase Support Services, Limited Construction Support Services. '* ' 7:-'71-ji. 4:. 'to .1, --: ' \- . `ai PROJECT OWNER: " ) Miami Dade Water& Sewer Dept - s itr - 'i, -, REFERENCE CONTACT: " -T'' -r Enrique Febles, PE r 'r E: Enrique.Febles©miamidade.gov illi ! P: 786 552 4384 ' - 1 `` COMPENSATION FOR SERVICES: $480,000 1 .;,,4 t # I '. ' ,,,4 PROJECT START DATE: 05/2020 PROJECT END DATE: 08/2022 ,r I CONSTRUCTION COST: $8.9M CONSTRUCTION START DATE: 01/2021 CONSTRUCTION END DATE: 08/2022 k '1111H. : 11 . 0 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES ito. EXPANDED PROJECT DESCRIPTION &SCOPE OF SERVICES: This Design Build project involved the design and installation of approximately 8,000 LF a 36-inch Diameter Sanitary Sewer Force Main project within the City of Doral for the Miami Dade Water & Sewer Department (WASD). The new 36-inch force main replaced an existing 24-inch CI force main required to reduce system pressures and increase capacity for future developments in the area. The jurisdiction of the roads encroached by the proposed force main include the Florida Department of Transportation (FDOT)and the City of Doral. In depth stakeholder coordination was of paramount importance due to the high-density urban environment which includes, but not limited to, residents, businesses, malls/shopping centers and emergency vehicles. The project includes tie-ins to existing 14 pump stations along the project corridor, including discharges of Miami International Mall and Dolphin Mall. 300 Engineering also designed approximately 160 LF of 54-inch steel micro-tunneling underneath CSX Rail tracks. Due to location of existing utilities,the micro-tunnel was designed to a depth of approximately 15-ft. This included the structural design of launching and receiving shafts. Locating existing utilities via soft digs was vital on this area of the project. Permitting coordination was performed with the following agencies presiding over the installation of this force main, CSX, City of Doral, Florida Department of Environmental Protection (RER/DERM), DERM Tree Permit, FDOT, MDX, Miami-Dade Public Works and Waste Management Department (MDPWWMD). One key element of this project is stakeholder coordination, as construction will take place in a densely populated areas within the City of Doral. All traffic detours, traffic controls and others, throughout the project area were required and approved by the Miami-Dade County Department of Public Works, Traffic Engineering Division (Traffic Division), Florida Department of Transportation (FDOT), Miami-Dade Expressway Authority(MDX),City of Sweetwater and the City of Doral.Moreover,the project also included the preparation of a traffic study including modeling and synchronization of traffic signals. Another key objective of the project was to provide full pavement restoration of County owned right of way from NW 12th St to NW 25th St along NW 107th Ave. This included milling and overlay of existing asphalt and pavement stripping as per Memorandum of Understanding between WASD and DTPW. Key scope elements for this project include: • Replacement of 8,000 LF of force main ,,,rr' ; - • Trenchless technology design via installation of a ' • 54-inch micro tunnel • -� • Capacity upgrades for the sanitary sewer system in "'" ' the project area -* � ^� • Design for the tie-in of 14 pump stations within the .} :, . -r-. /: project area • . i• ' ,� • Extensive coordination with project stakeholders : -`' and permitting agencies • Detailed traffic management during construction ,%,. •-'`' analysis to minimize disruptions to densely populated '' ~ residential areas ` x.�.�_.. '"� ' , .ter'_ DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES Arri BRIEF PROJECT DESCRIPTION: CATEGORY: Basis of Design Report(BODR)for the rehabilitation/replacement Cof 2.5 Miles of 48-Inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue. FORCE MAINS&WATER MAINS TEAM EXPERIENCE: ktin / sr -.7ki, , :: 300 Engineering Group, P.A. :40.444, . a... iie: mt i _ PROJECT NAME/LOCATION: - I .r Rehabilitation/Replacement of 2.5 �� 7::: Miles of 48-Inch PCCP FM along Biscayne Canal _,... SCOPE OF SERVICES PROVIDED: Engineering Services,As-built '" s ` '_ 11, Review, Route alternatives r ' evaluation, Utility Coordination, Cost 1: ` — f Estimation, Hydraulic Modeling, Field — . Observations, Scheduling, Detailed s :f Report Preparation �.•,• 1111 l�'s ue i PROJECT OWNER: Miami-Dade Water and Sewer Dept. 4 . ~ REFERENCE CONTACT: James Ferguson, PE 1.11 'i 1 ', ; ` 4 ►1- E: James.Ferguson©miamidade.gov P: 786 552 8108 iy. a1, a h' _ - ,-; COMPENSATION FOR SERVICES: _ ' + $150,000 -- _ �;:, ; �_ f1 *:. ;" t PROJECT START DATE: � 'i ` ;\ 01/2015 s '` •.' , , . �t� PROJECT END DATE: \,; , . CONSTRUCTION COST: � 1 $25,000,000 c, �,� , CONSTRUCTION START DATE: - . .. . 04/2016 , CONSTRUCTION END DATE: -,' i k �'' '.§� '' h , Xct t ,. ,h; k;4T: ,►tom .." ' ',�'ert _:"'� ,:'1,0N• ' ,--••r3r, DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES 46.1r. EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering Group, P.A. (300 Engineering) was selected as part of the PMCM Team to prepare the Basis of Design Report (BODR) for the Rehabilitation/Replacement of 2.5 Miles of 48-Inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue. This project required Miami-Dade Water and Sewer Department (WASD) to rehabilitate or replace the 48-Inch FM due to the lack of structural integrity. 300 Engineering provided engineering services for the development of a detailed BODR for the replacement of this critical force main. Services provided include, but were not limited to, As-built Review, Route alternatives evaluation, Utility Coordination, Cost Estimate, Hydraulic Modeling, Cost Estimate, Field Observations, Scheduling. The project included the following Engineering Analyses: Utility Coordination and Base Mapping Utility coordination was conducted through Sunshine One Call 811 to obtain information on all utilities within the project area. As-builts from each utility were collected and reviewed. Confirmation of public right-of-way was obtained using the information from the utility coordination,field Inspections, as-builts, GIS data and plat records obtained through Miami-Dade County. A project Base Map was developed with the utility information obtained from each source. Material Selection A material evaluation matrix was developed to selectthe best material for each of the proposed routes.The following nine (9) factors were considered: WASD and contractor experience and familiarity; connection to existing lines; pipe laying length and weight;pipe joint flexibility;internal corrosion resistance/cathodic protection/soil corrosivity; useful life span (Min. 50 years);failure characteristics; diameter requirements; construction cost. Route Selection A series of alternatives were considered and evaluated. Feasibility and practicality constraints resulted in the reduction of these alternatives to four (4) possible routes. The selected routes were based on existing conditions, construction techniques, proposed pipe material, and required permitting agencies involvement.The objective was to minimize impacts to the environment and property stakeholders while addressing WASD needs and design criteria. The selected material as per the Pipe Material Evaluation Matrix was included in the Evaluation Matrix for each route.The following)factors were considered for the route selection: minimization of adverse traffic impacts; minimize public agency coordination/permitting; impact to businesses and/or public facilities/ stakeholders; constructability; maintenance/accessibility; implementation schedule; hydraulic impact; minimize ROW or easement acquisition; minimize project cost. Key scope elements for this project include: • Utility coordination • Collection of existing right-of-way data • Identification of preliminary pipe layouts for field evaluation • Visual site inspection of existing above ground improvements, particularly those indicating the presence of underground utilities such as manholes,valve boxes,fire hydrants,and pavement patches • Base map development • Detailed route analysis and selection • Material selection • Opinion of probable cost DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 il 4.1 - EXPANDED PROJECT PROFILES BRIEF PROJECT DESCRIPTION: CATEGORY:(...,. Design Build Criteria Package Preparation for the replacement of over 149,807 LF of water mains within South Miami Heights .... ..... FORCE MAINS&WATER MAINS TEAM EXPERIENCE: 300 Engineering Group, P. A. PROJECT NAME/LOCATION: A ) Water Main Replacement and Meter Conversions Design Build Criteria ' Package/ South Miami Heights. II Vim# ' SCOPE OF SERVICES PROVIDED: 1 y , I) i Utility Coordination, As-built Review, _ Cadastral Support, Quantities i �� Take-off, Cost Estimate, Field c. , Observations, Limited Permitting, - *- Scheduling, GIS mapping : -`- PROJECT OWNER: airy Miami-Dade Water and Sewer Dept. . .. -. 4. REFERENCE CONTACT: , `✓ Jose F. Soto J rl 1,;,to ,. r` ,r Project Manager `* ktt; h E: Jfsotol©miamidade.gov .{ 1 My. P: 786-268-5270 ".' l• COMPENSATION FOR SERVICES: 1 qq $45,000 '''''IS' I. ti; , 1. PROJECT START DATE: o t°''f, :a; t$44.�^ T•i 06/2014 • EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: PROJECT END DATE: 10/2014 300 Engineering Group, P.A. (300 Engineering) was selected by WASD to provide Cadastral Support Services to the Pipeline CONSTRUCTION COST: Improvement Project for South Miami Heights. 300 Engineering $48,382,997 assisted the Department with the preparation of the D/B Criteria Package for the replacement of outdated and deteriorated water mains in the South Miami Heights area, bounded by SW 168th St ill & SW 191st Ter and SW 127th Ave & SW 113th Ave. The overall project was dived into two (2) Phases, with SW 184th St acting as the horizontal limit separating these phases. 300 Engineering was required to deliver two (2) sets of preliminary design packages for both Phases. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES 300 Engineering performed a GIS and as-built analysis to classify .:. '6$5T•.;. _ and determine the water mains that required replacement based on a criterion previously discussed with WASD. The criteria considered factors that affect the water quality and distribution in South Miami Heights such as pipe material, pipeline age and - pipeline size.The Department also required that all water meters (water services) to be installed/relocated to the front of the otPS s n properties,where the majority of existing homes are fed through �, • a water main in the back. ,sw mot • . The following subtasks were performed: Utility Coordination and As-built Review `"° • - • ' Utility coordination was conducted through Sunshine One Call = °-1 State of Florida,which provided contact information for the owners of existing utilities in the project area.300 Engineering contacted - the respective companies requesting as-built information anda. :. prepared a Tracking Log documenting all information received. An in-depth study of water main as-builts was performed in order to develop a comprehensive list of all existing mains in the project area. Each water main was analyzed and classified as per the replacement criteria, if applicable. Criteria approved by the Department included: Water Mains placed in service in 1960 or before, Water Mains with diameter equal or less than 6-Inches, Water Mains made of Asbestos Cement(AC), PVC, or Cast Iron (CI), Water Mains located in the rear of properties. Cadastral Support Services Preparation and drafting of the design drawings for the DBCP including key maps, proposed site plans, MOT and survey and borings controls. Quantities Take-off Verification and Field Observation Support Services ArcGIS was used to prepare a quantity take-off table reflecting the lineal feet of water mains to be replaced and the mains to remain. 300 Engineering used the Department's replacement criteria in conjunction with WASD GIS information to develop the quantities take-off table. Field verification of existing water meters and overall project area was conducted with WASD's Meter Section.Coordination with WASD's ITD/Customer Service in order to prepare a Water Meter Box Summary Table listing each properties water meter information and location in respect to the property. OPC and Overall Project Schedule 300 Engineering prepared an OPC that included, but was not limited to: Mobilization Cost, Pipeline and Fitting Material Acquisition Cost, Pipelines and Fittings Installation Cost, Tapping Cost, Cutting and Plugging of Existing Mains Cost, Water Service Conversion from Rear to Front Cost, Fire Hydrant Installation Cost, Paving Repair and Resurfacing Cost, Dedicated Allowance Cost for Permits, M.O.T, Police, Electrical Grounding for Services, Environmental Hazard Removal/Remediation and Unforeseen Conditions. 300 Engineering prepared an overall project schedule including the following phases: Procurement/ Bidding, Design, Permitting, Construction, and Project Close-out. Key scope elements for this project include: • Replacement of 149,807 LF of water mains • Installation of 2,800 water meters and service lines • Relocation of 1,943 water meters from the rear to the front of the property • Prioritization of assets for replacement 4 • Detailed engineering analysis DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 il 4.1 - EXPANDED PROJECT PROFILES Airmimir BRIEF PROJECT DESCRIPTION: CATEGORY: Installation of 12,300 LF of Gravity Sewer (Septic to Sewer Dc4Conversion,11,060 LF of Water Main and 1,300 LF of Force Main GRAVITY SEWER EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: TEAM EXPERIENCE: 300 Engineering performed engineering design services for 300 Engineering Group, P.A. the construction of new gravity sewers for Basin 1264. This is a new basin which will eliminate over 180 septic tanks. The project proposes the installation of approximately 12,300 LF of gravity sewers and 1,300 LF of 8-Inch FM within Basin 1264—Project S-3 PROJECT NAME/LOCATION: of the Green Tech Corridor. In addition,the project also proposes New Gravity system within Basin 1264- the installation of approximately 11,060 LF of 12-inch water main. Project S-3 !. fir INQ • SCOPE OF SERVICES PROVIDED: ,. ' � 1a • I r 1r� Engineering & Design Services, 4_ "'0$1ANO = , Permitting Support, Bid & Award ' " _: �j • Services and Limited Engineering Services during Construction rill r '_ f► , .,� , - a — PROJECT OWNER: , at j -.a .,+ks 7 �' Miami Dade Water& Sewer Dept. �" _ • • — ~ I REFERENCE CONTACT: r� ' ': `� '` '` ' '`a' Amaury Betancourt, PE, PhD - °`N "'` c r j E. Amaury.betancourt©miamidade.gov i r► _ ,,, .`; P. 786 552 8030 F3 ; ;8d � COMPENSATION FOR SERVICES: ti _ ; .-__ ,_ ,� ;', .• prow $649,000 "� r '" 31r— e _WAR)%OaMmsstwmtwdwate�asweem : G�x .;- ••d aeoosea cl-wcn ware.aaa.' PROJECT START DATE: The existing water system within the area was reviewed and found 01/2021 to be undersized and cannot provide adequate distribution and PROJECT END DATE: fire protection service to the area. Therefore, 300 Engineering 06/2022 designed new 12-inch diameter water mains to replace the CONSTRUCTION COST: existing undersized water distribution system. $9,900,000 WASD identified the need to extend both the current collection/ transmission system and upsize certain parts of it within Basin 1264, which is in an area of unincorporated Miami-Dade County delimited by railroad tracks north of NW 74 St., NW 27 Ave, NW 71 St. as well as NW 67th St, and NW 35th Ave. The total 8-inch gravity main length proposed is approximately 9,070 LF and the total 10-inch gravity main length is about 3,330 LF. DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES Amer . -. ..,0 , -' ,-.- Fo. rr i . ,_brie,: __ , ..r......_. ....,:=--z,--_-__441, ' -' = • ..-..--- S 5 J rl0d t .r}- 1 � j• • y1 _ , NW 73rd St �.r.L At _ _.I tie !:• 7 - r,M j • , ., _ r" Prop.GM PDC#2.. - • • : l: i. ... ., * _� ht�- i NW71stTer tMHO1 • I - (` • • a .• ` �l� 1 NW72ndSt r 4.. �' ,p.GMPOC#1 • ' ,,iiii: . t 4 j •41t11 "_ r ,, "y•s • *- .4 *1'4-tl 4 7 'riult"t ktr.6 Ld;iitl .:liiiCyer,a q ` • • NW 71st St - _ ." s1�l'h!11115. 1;17110"-��i t79113'�0ail.i)n2u WI ri 'Cr' '• , - art Elev.15.14 r. �'�`-` �'-�' r s' .L - rev ����� _ ,w Rim 34 }. -N - Mil lir3CR"all t Zilin 4gC's�,n�®71a..�.+m�‘Ials,isicr \e;"+: t' NW 69th St TR r f� ri feu�,�or,n Qpi .,1e5 pill�. _, �;. .. . ' _ -sidalt. Legend X �-. - 4 , —, • s NW 68th St qro n �'' �61rY 1MLNa(P„rMilfg� 0 Proposed Sewer Manholes I J^ �." _ y4 1 Alai' < <.�.• �Still)--ri.-. Existin Sewer Manholes s'� * , ct rrs�h■ean. �4.1115 MO ® Existing Private Pump Station ` �a �,M`,N St .`r-^ �.J� j�1��►t�i�ffoC ryas.i�JwLt . Existing Public Pump Stations ♦ €�� i. ` ice, _ _ ; ..'� i�r t� �1 r� r�1 x,. `fit' •� Cd���f�tIL�!i� KG6M:�°1dfGrif�',d�V�:1M Pu m �� !� : WASD Force Mains -- {tit;,.„, ? I t, ,�,5 �yloRr-_r ar�_ririiito ?:. i 7 ���•• ..:i: MH 45 -ii. ...u! . rl f ,_ �'' -a WASD Gravity Mains ►r'r , Nal`IIIIN M r- lr,�� ci a• i Project Boundary � N� i ��•r^:�— -- • ' Proposed 8-inch Force Mains _ 1 � r � `+ : Proposed 8-inch Gravity Mans � . I.I + :�r ;'ri 'iTil'ir'il#r'F1 '0_y''S Parcel Boundaries rl _ j _ �igt•_ ���t' !' IIM -- Proposed 10-inch Gravity Mains Additionally, approximately forty-five (45) manholes are involved in the proposed layout of Basin S-3's sewage system necessary to obtain the required depths for the gravity's main installation.The installation of an 8-inch force main along three (3) different locations within the Basin, from PS S-3 at NW 71 Ter and extending until NW 32 Ave, where it will be connected to an existing 20-inch force main. 300 Engineering also performed permitting services with MD-RER, Miami Dade County DTPW, FDOH among many others. Key scope elements for this project include: • Elimination of septic tanks • Installation of over 12,000 If of gravity main and 1,000 of force main • Extension of the wastewater collection to commercial and industrial properties with gravity sewer pipes of 8-inch and 10-inch diameter • Extension of the wastewater transmission system to commercial and industrial properties with a force main pipe of 8-inch diameter. • Replacement and upsizing the existing water distribution system with a 12-inch diameter water pipe. 49 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 4.1 - EXPANDED PROJECT PROFILES Ammtil BRIEF PROJECT DESCRIPTION: CATEGORY: Replacement and relocation of PS-0062,which includes upgrades Dt to the sanitary sewer collection and transmission system with the installation of a new 30-inch gravity main, installation of a new 24- inch force main and replacement of an 8-inch gravity sewer main. GRAVITY SEWER TEAM EXPERIENCE: 300 Engineering Group, P. A. ow-' iiiii . , - ,.. iVir . • . . PROJECT NAME/LOCATION: PS-0062 Replacement, Gravity Main Extension and Force Main Installation Xi Miami Dade County ,;-''' SCOPE OF SERVICES PROVIDED: - Engineer of Record Services, it 1 Permitting Support, Bid Support I 1 Services. i ' 1 1 PROJECT OWNER: ' , .1,r Miami Dade Water& Sewer Dept. is - .ti" N!� REFERENCE CONTACT: ,- - r; li • 1, Rolando Roque, PE --' I _ -„ ' E: Rolando.Roque©miamidade.gov I y0 i P: 786.552.8129 _ am ram° I .._. !;C.-- ''` C COMPENSATION FOR SERVICES: ••.` $200,000 aF a` � • .. PROJECT START DATE: " '- ;' �` , .. '. ,.. 14 0 8/2 0 2 0 A'''err, .•` ;,� i;Mrs•r.Jt�csy e - • 3- .J, .44 PROJECT END DATE: Y• `" :;_,,,,::„....,..No'u S.ti .:�, z r< L �, ' . On-Going td. lowa ...ram �A,V� - ' • �M'iR• '. - /.. ., . N` r�,'�� 1 ,� 1,�yy CONSTRUCTION COST: :} t .a. i,••y.!. ,*;• '' -, �.�t,w ,�1:,' • _ 'nfi;-'' tixw'r a, - ..r. • a . ;sK ;y�ter .,4.y „ t`r d _,.�‘ a: v !0. `+„�Q;w '`.,w 5; �'; r''! i � is f" ti ',y jet,; •-•i ,'�,'. i _,1.. 5.: 7N:.! `-, w i A .k- _4' l{1.- ,e r--:. tom„ A° .--" 's_ DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The Miami-Dade Water and Sewer Department (WASD) has identified the need to design a new pump station to replace Pump Station No. 0062 (PS-0062) which is located in the Northeast Quadrant of the intersection at NE 71st Street and NE 2nd Avenue in the City of Miami. The pump station serves a largely residential area with commercial properties located along major roadways. Due to anticipated increases in sewage flow, WASD has identified PS 0062 for relocation and replacement with a higher capacity pump station. The new pump station will be located on a parcel acquired by WASD at 7120 NE 2nd Avenue, which is Northwest of the existing PS-0062. The project includes the design of a triplex dry-pit/wet well pump station, housing three 100HP pumps with a flow rate of approximately 3,340 gpm and total dynamic head (TDH) of 73 feet with a dry well/wet well configuration.The pump station will have a firm capacity of 3,340 gpm with a total capacity of 6,680 gpm. The total capacity is based on two operating pumps and one pump on standby. The new PS-0062 will connect to the sanitary sewer system in the project area via new gravity sewers and force mains to be installed along NE 2nd Avenue and 71st Street. The gravity sewer lines range between 8-inch and 30-inch in diameter and the force main is expected to be a 24-inch ductile iron pipe (DIP). 300 Engineering is providing engineering services to develop the project's civil engineering, structural, plumbing and HVAC design, plans and technical specifications, as well as to provide maintenance of traffic (MOT) plans, bid support services, permitting support, and limited construction administration services related to the site civil for the replacement of PS-0062, demolition of the existing PS-0062, installation of new 30-inch diameter ductile iron (DI) gravity main and new 24-inch diameter DI force main; structural design for the pump station building and process structures; plumbing design for the pump station; and HVAC design for the electrical room. Key scope elements for this project include: • Replacement and relocation of PS-0062 • Increased sanitary sewer service capacity • Installation of new 30-inch sanitary sewer gravity main • Installation of new 24-inch force main • Detail civil design for pipeline installation including MOT and pavement restoration • ♦ 1 • • DocuSign Envelope ID 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 4.1 - EXPANDED PROJECT PROFILES BRIEF PROJECT DESCRIPTION: CATEGORY:D ___ , BODR development to extend sewer and water services to commercial and industrial areas within the County. GRAVITY SEWER _ TEAM EXPERIENCE: . .. -,3„:_,. ,_,. _ 1.-e •N. /' :q �[ w t- 1 �r 'ail : . ... ,.. 300 Engineering Group, P. A. . , c ,--- ...• c PROJECT NAME/LOCATION: "'' +`' s r, •� . " , r` ■[ ; J — Engineering and Geological Services _ wK.zti� �. �.= ..- for Water, Wastewater, and Reclaimed i '' •`+�:"p 1� . `., Water Planning liggpmE0 ,ii,ro:`ale _- 1 1� • r SCOPE OF SERVICES PROVIDED: P •':pis r '. « ' .use,.. ` :• • . H It., i Preliminary engineering analysis, ^ ■ • 'gam s�ii a ,�!1 • 4'' Comprehensive studies and reports, falepr ■� Le _ _�. Preliminary design, Master Planning, t, No `u . .l1N11�!11= ��.,, 'Lk f _ Permitting process, Improvement of Q - Ills., UM as ` • tie, ' existing facilities, Equipment selection, -' ' K • - • . .Pi�1111�•� III ,a' Hydraulic modeling management, 2, jn : IMMO. 1 Development of new facilities, Sea ..ssitniM 1lllul11l• c level rise consideration and hazard m�uii/ Isom ` mitigation, Soil pollution investigation, . ■sus■ i11r.7lIl■ •„Nip*.Mq & Vulnerability analysis ',- I.1•� R��s • J ■i .t1uRU / PROJECT OWNER: i. �r■�ll�>�� Miami Dade Water& Sewer i 11• - ��.i 1i REFERENCE CONTACT: [icela, =�► L �"+ Jim Ferguson, PE 4 E . 1' MS 'w� ails i• E: Jfer ;amiamidade. ov If s` ......! .: Lwow P: 786 552 8108 • �� •� �111 COMPENSATION FORVICES: !in ■. =sa M� $2,700,000 Ism ��al 1 III fr r reVPIllwi + PROJECT START DATE: • III1 si ca[ • 03/2015 .� - PROJECT END DATE: - '-,'` �. . it _ . RY• t 6 CONSTRUCTION COST: y il_I $233,000,000 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: As part of the Miami-Dade Water and Sewer Department's Integrated Master Plan for Water,Wastewater, and Reclaimed Water, 300 Engineering was selected to provide various professional engineering services, such as planning, preliminary design, flow projections, hydrogeological evaluations, among others, required to address comprehensive planning objectives for the County's water and wastewater infrastructure. Some of the projects executed under this contract included: Basis of Design Reports for Water and Sewer Services for Un-sewered Commercial and Industrial Areas: 300 Engineering was responsible for developing Basis of Design Repots (BODRs) for the sewer service extensions to commercial and industrial areas throughout the Commission Districts 8 and 9. In addition to sewer expansions, the projects also contemplated water transmission main upgrades to meet standards for commercial water distribution in locations where overlap with wastewater improvements were identified. District 8 improvements focused on the planning and preliminary design of a new pump station to serve a new commercial basin (with thirty-eight (38) new manholes with gravity mains totaling over 10,000 LF) providing over 25,000 LF of combined water and sewer infrastructure for the new basin and three (3) existing individual basins which would serve an additional one-hundred and twenty-seven (127) businesses. The efforts were centered on evaluating the best location for the new station by assessing the elevation requirements necessary to ensure gravity invert depths were sufficient. District 9 improvements focused on extending sewer and water infrastructure for seven (7) individual basins with over forty-eight new manholes and over 22,900 LF of pipelines, for new water and sewer services. The analysis was focused on minimizing the need for new pump stations and minimizing the length of gravity sewers and force main extensions where possible. The development of the BODRs included data collection and planning with the compilation, analysis and organization of GIS data related to the water and sewer infrastructure,land use,zoning,record documents, utility atlas, parcels data, FDOT underground utility information, record and design documents, and other detailed information on existing underground utilities in the area. Topographic and environmental data such as LIDAR elevations, climate risk information, contaminated sites, available soil survey maps and hydraulic models of existing lift stations within the commercial corridor of interest were collected and reviewed. Gravity sewer invert calculations were performed for each service basin in which extensions were being proposed. Alternatives were analyzed and recommended routes were evaluated based on cost- effectiveness, constructability, and best design practices. Key scope elements for this project include: • Addressing comprehensive planning objectives for the sewer service extensions to commercial and industrial areas • Close coordination with municipality, utilities and regulatory agencies. • In the Planning, Engineering and Design of pump stations, our engineering team considered sea level rise projections through the planning tools developed and recommended by the SE Florida Climate Change Compact, including: Unified Sea Level Rise Projection for Southeast Florida, Region- wide and County-wide Sea Level Rise Inundation Vulnerability Assessments and USACE Sea Level Change Curve Calculator • Over 32,000 LF of gravity sewer extension 153 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB /1 4.11 - EXPANDED PROJECT PROFILES .r MIAMI BEACH EXPERIENCE BRIEF PROJECT DESCRIPTION: CATEGORY: Engineering of Record Services for the replacement of two 30- i V inch force mains via Horizontal Directional Drill (HDD) along the EI Flamingo Waterway. .... TRENCHLESS TECHNOLOGIES FOR PIPE INSTALLATION/REHABILITATION TEAM EXPERIENCE: ' 300 Engineering Group, P. A. - • Bello & Bello, Universal Engineering and Industrial Divers PROJECT NAME/LOCATION: Pipeline Subaqueous Canal Crossing Replacement along Flamingo Waterway City of Miami Beach, FLI Ti r SCOPE OF SERVICES PROVIDED: Engineering & Design Services, E - _ - _ "-----": I- Permitting Support, Bid & Award - , Services and Limited Engineering = - Ahi -.a Services during construction A ''`; PROJECT OWNER: City of Miami Beach - Public Works Department ' `+ •a,14004 '=? REFERENCE CONTACT: '+ Mariana Evora ��a k �'� 4 � ,,A f, r. • E: MarianaEvora@miamibeachfl.gov _.4140,. ., 1 . t.' -- ,r F .N.A P: 305-673-7000 ext 26180 • ' y* 4 3'` •a+ i COMPENSATION FOR SERVICES: , '" •. $150,000 3 - s'y1'•/' i1 nr' PROJECT START DATE: 0",- 02/2021 :1` :,3i`% • ,i. .• '4",+�o — -� PROJECT END DATE: ( � - • ' a9 .pry �� ON-GOING 'a.. . . r: titi v CONSTRUCTION COST: $3,000,000 r ,r : 'IC` DocuSign Envelope ID:14F57648-C389-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES • •.1 '�-------- - i :ens:�" 'It N \ * ....f y • // . ,. 1F U o .apt � r ,i, , . :.;,.,=N ILI. -1 i N EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering is working with the City of Miami Beach for the replacement of two 30-inch force mains along the Flamingo Waterway. Both pipes have reached the end of their useful life and need to be replaced to minimize failure risks. The Flamingo Waterway is considered a protected land per the Army Corps of Engineers (USACE). One of the existing pipes was installed in 1937 and consists of an aerial 24-inch CI force main that exhibits excessive corrosion. The second force main consists of a 30- inch CI pipe that was installed in 1975 by a subaqueous crossing on the west side of the existing bridge. These two force mains are part of the booster pump station system PS-28 system which is located at the intersection of Pine Tree Drive and 28th Street. The project is located along Pine Tree Drive, between West 51st Street and West 47th Street, crossing the Flamingo Waterway. Pine Tree Drive, is owned by Miami-Dade County. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD)was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12- feet below the piers. In addition, system reliability has been increased by the installation of a new pipe interconnection that allows switching flows from one force main to the other,without the need of service interruptions in case of pipe failure. In addition, the discharge force main of PS-15 is to be relocated to the north end of the interconnection to ensure adequate sewer service in the case of pipeline failure. Approximately, 1300 LF of pipeline will be replaced by HDD. At the request of the City, 300 Engineering also included the design of a 16-inch new water main corridor for future improvements. Key scope elements for this project include: • Replacement of over 1300 LF of 30-inch force main via HDD for crossing a Florida waterway • Replacement of deteriorated pipelines that have reached the end of their useful life • Increased system reliability with new pipeline interconnection • Detailed engineering assessment to evaluate best replacement alternative, as well as pipeline alignment • Installation of corrosion resistant materials with the use of HDPE pipe 155 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 II 4.1 - EXPANDED PROJECT PROFILES I BEACH EXPERIENCE MIA BRIEF PROJECT DESCRIPTION: CATEGORY:E4 Engineering of Record Services for the replacement of a 8-inch water main and a 10-inch force main between Sunset Islands 2 and 3 via Horizontal Directional Drill(HDD)along the Sunset Lake. TRENCHLESS TECHNOLOGIES FOR PIPE INSTALLATION/REHABILITATION TEAM EXPERIENCE: 300 Engineering Group, P. A. * Bello& Bello, Universal Engineering and Industrial Divers PROJECT NAME/LOCATION: v4,-r Water Main and Force Main .4 .,��, `� , , �q Replacement on Sunset Islands I '; ti=_' , •- : .r: �� tr City of Miami Beach, FL. SCOPE OF SERVICES PROVIDED: `'. - Engineering & Design Services, - - "`�� ÷ , . _ Permitting Support, Bid & Award '„ ; I , • Services and Limited Engineering _ 1 Services during construction a' . , -`* PROJECT OWNER: "` - i City of Miami Beach - _ Public Works Department = - y } _-- ----z------ --,--:_t----- 3 REFERENCE CONTACT: _ ' � -_ -- Mariana Evora, PE —=�=-" -„ .y — - _ E. MarianaEvora©miamibeachfl gov •?" -.�- ;. —,�-_ '" , ,J P: 305-673-7000 ext 26180 --. " COMPENSATION FOR SERVICES: `_� -�- - - t $345,000 - 4 16 PROJECT START DATE: �"�, 11/2021 ' "L.se' • i PROJECT END DATE: . ON-GOING CONSTRUCTION COST: - - ' $3,000,000 _ : - .mow � • imam 1 j -----*- \,l 2 - � _ •'ice inionmoommilll . -' DocuSign Envelope ID:14F5764B-C3B9r4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES A•mir , , , • ter. - *1 t Y J ,. ' ),0t, ' ' '. - 4 .,,,,,. ._.. . ., .. . • ., N ,,.:: -ft ,ti • _ EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: The City provides water and sewer to the Sunset Inland service area through a network of water mains, sewer mains, sanitary sewer pump stations and force mains. An 8-inch water main and an 8-inch force main(discharge side of PS-13)cross the Sunset Lake through an existing utility easement located between W 24th Street and W 25th Street. The existing force main crossing has experienced several failures in the recent past and is in need of replacement. In addition, the City has indicated the need to replace the old water main crossing as well. Due to alignment requirements for the pipeline replacement using trenchless technology (Horizontal Directional Drilling), the pipeline crossings will be replaced using a different 10-feet easement, located to the east of the existing crossing, this will require an extension of the existing force main. The force main replacement along W 23rd Street, W 27th Street and Sunset Drive will be designed for open trench installation. This portion of force main will be designed using C-900 PVC pipe. The HDD installation will be designed using HDPE pipeline. As part of this project, 300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using HDD pipe in order to minimize disruptions to the project area caused by open trench construction. In addition, the project will include pavement restoration of the entire right of way (ROW) affected by the pipeline installation. 300 Engineering and its team of subconsultants is providing full engineering services required for the adequate design of a subaqueous crossing, these include: detailed topographic survey and easement investigation, geotechnical services including rock coring and soil testing, bathymetric survey and benthic survey of Sunset Lake. Key scope elements for this project include: • Subaqueous installation of approximately 1,200 LF of 10-inch force main under Sunset Lake, between W 27th Street and W 23rd Street • Subaqueous installation of approximately 650 LF of 8-inch water main under Sunset Lake, between W 24th Street and W 25th Street • Force main extension along W 23rd Street and Sunset Drive, approximately 950 LF of 10-inch of force main • Force main extension along W 27th Street and Sunset Drive, approximately 1,200 LF of 10-inch of force main • Increased system resiliency with new pipeline sections built in corrosion resistant materials to withstand coastal environments DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 4.1 - EXPANDED PROJECT PROFILES Alimr BRIEF PROJECT DESCRIPTION: CATEGORY: Subaqueous installation of 60-inch Pre-stressed Cylindrical Concrete Pipe (PCCP) Force Main (FM) from Miami Beach to ETV Virginia Key and a 24-inch Water main between Port Island and Fisher Island. TRENCHLESS TECHNOLOGIES FOR PIPE INSTALLATION/REHABILITATION TEAM EXPERIENCE: .ti*i • { :+ �v ; 300 Engineering Group, P.A. � �•. ~ r � ►; . PROJECT NAME/LOCATION: a -s Government Cut Tunnel Design-Build --- ;;,, . •�' ,•�.-'••µ•Y'` . Criteria Package, Miami, Florida. - 1 +?'�'• SCOPE OF SERVICES PROVIDED: - - - Program Management, detailed *• •_ -" ? .6 " -ZN ✓`' site Investigation (geotechnical, , 4,;r•f - ' ` : Pl. . ' survey, utility, coordination) •_ - • alternative analysis,tunnel design 1 • r--` \' and construction methodology, land P' \ VF , :� /� acquisition coordination, stake holder � .�� +4• coordination, permitting, and public �" -• '" _ "a, .•�,p. \ 4kr. -• - involvement. ✓ ° '.* __ viz PROJECT OWNER: �� • - •' - ki t, .,5j '. Miami Dade Water& Sewer Dept. }� $ , :.,� '. r ®r� 1%o REFERENCE CONTACT: • ,;. '�' •,.• -^ , i 1. Victor Fernandez Cuervo •40-- • . � ' $` - E: victorfc©miamidade.gov . ,w, : '. : •� - ,77-\ P: 786-268-5310 - ' , ' COMPENSATION FOR SERVICES: • ' $1,600,000 - PROJECT START DATE: .- •' :'-, s 04/2008 }• , ` • r P . > PROJECT END DATE: • ' It"•i4d •"" 09/2013 ' " - :1.4`�. 470 ., — 'a► � x CONSTRUCTION COST: , •. .� $55,000,000 �, • - '~ •,A CONSTRUCTION START DATE: ; ' - ':,� ti 04/2008yj� • i �� CONSTRUCTION END DATE: ��iif,�/ . • ,>*`"" 09/2013 t� f �* r L ' - 3! *r Professional Experience of Frankli �!t ci" s , A Torrealba, PE DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES Aimir �,, ,,- . ti f / ."� flL�. a . y asp Ali. EXPANDED PROJECT DESCRIPTION &SCOPE OF SERVICES: The project involves the development of the design criteria package for the subaqueous replacement and upsizing of the 54-inch sanitary sewage force main (FM) from Miami Beach to Virginia Key and replacement and upsizing of a 20-inch water main between Port Island and Fisher Island, installed by Horizontal Directional Drilling (HDD). This project was required not only to replace a deteriorated 54- inch PCCP FM but also to increase the force main depth prior the U.S Army Corp of Engineers (USACE) commenced the dredging of Government Cut to a depth of 50 feet, as part of the Port's Deep Dredge and Expansion Project. The Engineering Scope of Services for the force main Micro-Tunnel crossing of Government Cut option encompasses a replacement of a 54-inch Force Main placed inside of a steel casing of minimum diameter of 72-inch under the Government Cut. Key scope elements for this project include: • Replacement of a 54-inch force main with an 60-inch force main and 20-inch water main with a 24- inch water main • Increased water and sewer capacity to the City of Miami Beach and other neighboring communities • Subaqueous installation of pipelines using trenchless technologies (micro tunneling and HDD) under Florida waters • Extensive coordination with project stakeholders • Permitting, and public involvement programs associated with over 8,000 linear feet of subaqueous crossings,with five shaft locations impacting four islands 159 DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES ar... r BRIEF PROJECT DESCRIPTION: CATEGORY: The Miami Dade Water and Sewer Department (WASD) has Eft identified the need to improve the wastewater collection and transmission system (WCTS) capabilities by installing a 24-inch .— force main in an area of unincorporated Miami-Dade County TRENCHLESS TECHNOLOGIES FOR PIPE along NW 170th St. INSTALLATION/REHABILITATION IIIIIINIIIIIIII TEAM EXPERIENCE: 300 Engineering Group, P.A. PROJECT NAME/LOCATION: 24-inch Ductile Iron (DI) Force Main in the City of Miami Lakes— Engineer of Record Services City of Miami Lakes, FL ' .,r' t,.:, , SCOPE OF SERVICES PROVIDED: , 'i Project management, Design V - — Development, Permitting Services, —„ . ' ' M,_. ,�IS�= __ , amBid Phase Support Services, '- lt. _.-,. ;:‘ '':fs � . Construction Engineering and ,, ; ._ , Inspection services. '- „k. `, ; *;. PROJECT OWNER: •t. , Miami Dade Water & Sewer Dept 4 l =` ^r P , "�'� r �� ',k ® w .. I��`I►�. - v r_. • REFERENCE CONTACT: /' Ky t � �. .` ® _ j= ` `� Enrique Febles • r ;^a,, t :y S fie _ r - c.•= E: Enrique.Feblescmiamidade.gov ;4yg '4• r t ;� , , Jf , • - P: 786-552-4384 a rr r���►' �.., , . ,Q e• COMPENSATION FOR SERVICES: ., t`` d^' ,„ '^' �Q t` '-. -'' . 3{• `''a,' $320,000 , � .,' 7., ,� 4. ,r 1 $ V� I ' PROJECT START DATE: t `r"' :' 09/2018 EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: PROJECT END DATE: 300 Engineering was selected to provide Professional Engineering 05/2022 Services for the design of a 24-inch Ductile Iron (DI) Force Main in CONSTRUCTION COST: the City of Miami Lakes within Miami-Dade County.The Miami-Dade $6.5M Water and Sewer Department (WASD) is required to upgrade the CONSTRUCTION START DATE: force main system to increase capacity for the future development 01/2021 of the American Dream Mall, which is an entertainment complex CONSTRUCTION END DATE: projected to become the largest shopping mall in America. 05/2022 300 Engineering's scope involves approximately 3,000 LF of force main along NW 170 St from SW 82 Ave to NW 78 PI, as well as the crossing of FDOT 1-75 via micro-tunneling and the crossing • of Peter Pike's Canal. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A88DFAFA8 4.1 - EXPANDED PROJECT PROFILES .41..r Multiple construction methods, including Horizontal Directional Drilling (HDD) were evaluated to determine the best valued solution for the County. The crossing of 1-75 will be constructed using micro- tunneling methodology, which hill have the launching and receiving shafts located on the west and east sides of the interstate highway 1-75. These shafts are being designed to a target depth of approximately 40 feet below grade in order to properly and safely cross this high-traffic interstate highway and meet the requirements of all regulatory agencies,primarily the Florida Dept.of Transportation(FDOT).Construction limitations of drive distance for micro-tunneling limited the separation of these shafts to appx. 500-ft, nearly the distance across 1-75. Particular attention was dedicated to the location of these shafts in order to allow for proper design within the project's construction limitations. In addition, on the easternmost end of the project, this 24-inch force main will cross an 80-foot-wide canal (Peter Pike's Canal)to reach the point of connection of the project at NW 78 PL. Close coordination with the Miami-Dade County Regulatory and Economic Resources Department (RER) was conducted to properly assess all allowable possibilities of crossing this canal. Real time data from the surveyors and available plat information was used to design the crossing of this force main within the proper limits and design measures. The preferred design was an aerial crossing to facilitate the connection to the existing force main. The Geotechnical report revealed poor soil conditions, , II wi properties in the design strata.. Therefore, the 24-inch force sandy semi-aggressive ��� -- � '' +.� � 9 � -7` �,� + ail! main will be poly-wrapped by an approved supplier and - Vr�• tp; installed with special attention to surrounding utilities and the ;�.,', - y - 4 '. necessary precautionary measures to avoid any collapses. In •, r the area of the canal crossing, soil conditions are also very . 1 poor with a non-fully stabilized embankment. Due to this s,- , +: ► . instability, details of using rip raps on the canal embankment , ';' 1, 7 > were incorporated into the design drawings with emphasis , :- ,l 'r on the construction notes. .a .. In addition, the project also needed to consider recent . • , I . ,, ' developments in the area, which are altering the existing ;;.-- dedicated right-of-way limits for abutting properties, '`, • impact to nearby roadways, and RER owned canals. Close _ . coordination with the proposed development stakeholders, ' 4. RER, and WASD was required to properly assess the limits of these ROW lines, and limits of the dedicated easements. Key scope elements for this project include: .' � • 3000 LF of 24-inch force main design • Upgrades to sanitary sewer service • Trenchless technology design for pipeline installation via micro-tunneling • Aerial crossing of an 800 LF wide waterway • Close coordination with multiple permitting agencies and project stakeholders including FDOT and Division of Environmental Resource Management (DERM) Water Control Section A, DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 -EXANDED PROJECT PROFILES i •iT BRIEF PROJECT DESCRIPTION: CATEGORY: i� Fire flow water modeling analysis of the Bonaventure Community F &G C.4 WATER&WASTEWATER HYDRAULIC MODELING TEAM EXPERIENCE: BCC ENGINEERING, LLC PROJECT NAME/LOCATION: Bonaventure Fire Flow Modeling Study City of Sunrise, FL SCOPE OF SERVICES PROVIDED: • — _ Project Management, Hydraulic _ • ' . ~ .,. -.. Modeling. nr_ t t--a '" _ - - PROJECT OWNER: .• ." ' .� ,-=�` L ,J City of Sunrise Utility Dept ' -•--e "�.1� _ _ ' REFERENCE CONTACT: " ,.+ ' �� �'+ 141 . •.y -10—"; `h ►. Luisa Fernanda Arbelaez, PE, PMP ,yk � . ` 11111111111Q. ,�P ,E: larbelaez©sunrisefl.gov 1.1*7:44.4tt„ ii P: (954) 888-6009 COMPENSATION FOR SERVICES: •u - ••_,,,. . $24,500 + Ir j,h i , i yy1 ••• PROJECT START DATE: �'h _` 2020 • ` .. i, . ' , /•- :c. , PROJECT END DATE: '"''� i1 ON-GOING • 7 1 I •, -- 14,_ ' i ` • 1,14.%1y�1 i0',v. ,h • DocuSign Envelope ID:14F57648-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES A...TR EXPANDED PROJECT DESCRIPTION &SCOPE OF SERVICES: BCC is providing professional services related to the City of Sunrise under a continuing contract for civil engineering services including schematic design, design development, and construction administration. Under this contract, BCC has been tasked to provide hydraulic modeling for water services improvements in the Bonaventure Community. i • 40101 1 \ 4(re< ' t t r 4. .. � • '''+ # �► / r ..‘,4k -\,43.--. . \ z s a t teg.t?t< r --- :,...40_,I f + ."1",1Tril- 0 # , The project consisted of the fire flow water modeling analysis of the Bonaventure Community.The Project is located in the City of Weston, Broward County and bounded by N. University Drive (State Road), to the west by N Pine Island Road (County Road), to the south by SW 20th CT and to the north by NW 29th Street. The water distribution system is to be analyzed utilizing the Water GEMS model software and run under two alternatives. The first alternative will include fire hydrants at the end of the cul-de-sac and the second alternative will include blow-off valves at the end of the cul-de-sac. Key scope elements for this project include: • Water system hydraulic modeling for fire flow improvements • GIS based system modeling • Alternatives evaluation for best system performance DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB /1 4.1 - EXPANDED PROJECT PROFILES Ar =r BRIEF PROJECT DESCRIPTION: CATEGORY: Hydraulic modeling and engineering analysis for the installation Q of water mains, force mains and stormwater infrastructure. F WATER&WASTEWATER HYDRAULIC MODELING TEAM EXPERIENCE: - - - - -- - BCC ENGINEERING, LLC - y PROJECT NAME/LOCATION: � . _-.. art a, _ - Golf Village Infrastructure ! ,yam' " � .;7.1.- , - 1 t Improvements 111r %..:.,. . _r y sr . '`11 City of Sunrise, FL .u' - , +�:� ..` - ' . - • r , SCOPE OF SERVICES PROVIDED: - I,'_ I __ ' ; Project Management, Hydraulic *� virti. - f� . Modeling, Pipeline Design = -'�- '�P- r LS'i.. 1.. +ems ..� ft• PROJECT OWNER: tr-- - _--- ..4, � j�`_, I , City of Sunrise Utility Dept -A* v . -�'- ' t .r REFERENCE CONTACT: A: - , - '111'4 _i''L ow p. Luisa Fernanda Arbelaez, PE, PMP t' :e�' .ipit.••- E. larbelaez©sunrisefl.gov gr. z. ,-. P: (954) 888-6009 -.' is ! ;'IILI. - 4- COMPENSATION FOR SERVICES: • !�! ' =''i ` .0 1,360,000 .... • � • i,` .� • . I.1 PROJECT START DATE: ' ;' r,, _12.. -t- _ "* 2020 .1 ,.. •- i :,,- - PROJECT END DATE: " t - _ ON-GOING r, "� 1 •• • _ 1 k 0:,1► ,� 1 • a i r - • .� DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES A .r. EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: BCC is providing professional services related to the City of Sunrise under a continuing contract for civil engineering services including schematic design, design development, and construction administration. Under this contract, BCC has been tasked to provide water modeling and engineering analysis for the installation of water mains, force mains and stormwater infrastructure. This project is located in approximately 303 acres in the City of Sunrise, Broward County, Florida, and is bounded by State Rd North University Drive to the west, County Road North Pine Island Road to the south, SW 20th Court to the east, and NW 29th Street to the north. Utilities infrastructure improvements include replacing aging 6" to 12" Polyvinyl Chloride (PVC) and asbestos water mains, upsizing existing 2" to 4" water mains, replacing 6" to 10" asbestos force mains, and designing exfiltration trenches to address localized flooding areas. Professional engineering services include preparing a Basis of Design Report to present the decision, assumption, and design parameters to develop 100% construction documents for the project; reviewing existing Geographic Information System(GIS)files,as-builts,topographic survey and geotechnical reports; providing utility coordination; evaluating existing conditions utilizing the Water GEMS Model; preparing permit application package for jurisdictional agencies; performing water modeling engineering analysis; and, providing design, permitting, and bidding assistance for the installation of water mains, force mains, and stormwater infrastructure. Key scope elements for this project include: • Hydraulic modeling of water and wastewater infrastructure • Engineering analysis for the upsizing of water main and force main • GIS based system analysis and modeling • Design of complimentary systems - Stormwater f.��--• � :,f is.:( `+r- . � ii.I , ; ,i t 4�1.J1_I�J :' r f r-4 Yam' r-��{- + k ? 1',' J, S g .41 .t J;tt Ii: ..r. ,i.J•b . `.1' •:i 04 •, l .!1,t.• a.:.: , �' ..r;li � Jl�l�-• 1L �� .F l I , fis IA �� t— {ci + s Y J 1 tit :lit °�I. _l t F� �; J. �fyy�}} '_.t -1 ��� ? 3.1 4 jt Ia ' - -„I .J. J - �. J }. ..21 J.4 { Y4..,1 ''i "till . � � - . .. t, 1 ,,_.y. :j ... , 4, :I. , -1. ,r,j....tvi. . ..1_r,. _ w... ,_ki., 4-1 ,,..,__i i,j--ik - . - .... ,-).v711'.i.'":IL:.: itl 1 1 1-1,10k.i. ,-..' t_.3 -.42,...w.lyet .. . ,,- ,_,.. 44.,400. ,J 4 . , _;, ,- :__ 44i,.1",44 .1t ,)-is. , , -,r4.3.4-4-.--;, --;. v4. J-1.1.fi.,._,..-! /,..':.J4,-Ikik,, ,.5: .J. i:-Irpo.4 ;, .•• ...-st-i.,- -_,?,,,,..-..-':'t A 71. t .?..- A.,.... ,- _::;6 _i- ;5. 71. ;?_.,,,_:, i , lail.?-4.i--ev.. q.-, : , -7-1''-'-.: .1.41; "-Jr t'.' 7 'r-A . ' 4iie _1'1,-1•;4!.0.?Z4 -'; 1[" h..`• - _ +, - _ ' --pie% il4 1 ,f .:.1 ! t f 1"1 L • '., I-1 J.i 4 . 1 •1.7!.i., •' .' , '4l.ti.- `f' r,!~ *. .0*— 1 J 1: 41� -Tli 2 t.✓ 177? );•,, 1 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES Armir BRIEF PROJECT DESCRIPTION: CATEGORY: +1 Hydraulic Modeling coordination and verification for the F �% improvements of the wastewater collection and transmission which involves the rehabilitation of 118 sewage pump station basins in the County, covering over 153 pump station and force WATER&WASTEWATER main projects. HYDRAULIC MODELING TEAM EXPERIENCE: 300 Engineering Group, P. A. 1 ''TN ", ____ _mil PROJECT NAME/LOCATION: 12 ---- -- NMI Hydraulic Modeling Management for N - !�� MIN the PSIP E[ —wwr SCOPE OF SERVICES PROVIDED: -r II -11ItMM1M .-- .4in Planning and engineering, SCADA �1 ` data analysis, alternatives evaluation, ti 1 1, '� .r_ model results calibration e,n y,n F,l ow 8,rt PROJECT OWNER: f Lads H l Miami Dade Water & Sewer Dept. ll -- I I REFERENCE CONTACT: i a `��� Rolando Roque, PE E: roquer@miamidade.gov _ --,j ED I 11111111 P: 786.552.8129 ( - :i MIMI COMPENSATION FOR SERVICES: r♦A $24,000,000 1.1 PROJECT START DATE: i .lit UUR III ` ) ? 2014 - -,--- PROJECT END DATE: 1 al ��1 '' 4 '`' 4 2021 8-inch Existing FM ;k .* 4w,09 s'te : - is; 6-inch .irting FM • # "SW Txr I • i to fit - - . i Saga* Bay DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: 300 Engineering,as part of the Program Managementteam,assisted WASD in providing a comprehensive analysis of sewer system flows and capacity to support the PSIP efforts to upgrade WASD's sewer infrastructure,minimize the risk of sanitary sewer overflows,and reduce infiltration/inflow(I/).The capacity analysis for each PSIP project was based on a detailed study methodology encompassing use of WASD SCADA data,water use and land use planning data,coupled with InfoWater hydraulic modeling to quantify flows in the system and identify existing and future capacity requirements for the 153 PSIP Pump Station basins. 300 Engineering's approach helped inform WASD's decisions on providing additional hydraulic capacity where needed and/or targeting sewer system rehabilitation to reduce I/I and supporting WASD's compliance with the USEPA mandated Consent Decree, as well as other regulatory requirements. The project team used a systematic process that incorporated land use planning information, water use and flow monitoring data, and design criteria for estimating wastewater flows in the hydraulic model for WASD's wastewater collection and transmission system.A dynamic hydraulic model of the sewer system was utilized which is based on data in WASD's Geographic Information System (GIS) and then calibrated to ensure that it accurately depicted system performance during peak rain and dry season conditions. The model was used to assess each pump station project efficiently by running scenarios to include the most cost-effective pump station upgrade option. 300 Engineering worked hand in hand to run the hydraulic model while emphasizing a reduction in system pressures and minimizing the impact of pump station upgrades to downstream pump stations. Through a thorough system knowledge of WASD's sewer system and hydraulic model, the project team was able to reduce capital costs and operating costs while maximizing system efficiency. The project Team has established an assessment protocol prior to the upgrade of any pump station which is out of compliance with the 10-hour NAPOT criteria and/or peak flow criteria. It has been coined WISE Engineering,which stands for Wastewater Infrastructure Strategic Evaluation. Through coordination with the involved stakeholders, including divisions of the Miami-Dade Water and Sewer Department such as Planning, Pump Station Division, Wastewater Collection and Transmission Line Division, and PSCS, as well as monitoring of current and historical pump station operations, the Team optimizes the process of bringing pump station basins into compliance before their EPA Deadlines by proactively investigating options and considering alternative approaches. The project Team placed a heavy emphasis on their involvement in the entire pump station life cycle, from data collection and planning, through hydraulic modeling coordination, design, construction, and post-construction monitoring. By taking on this role throughout the project lifecycle, the project Team was able to become extensively familiar with projects, easily identifying any issues and ensuring that all completed projects meet the objectives and needs of the stakeholders. Key scope elements for this project include: • Extensive analysis of hydraulic data to accurately depict system performance during peak rain and dry season • Hydraulic model runs to define most cost-effective pump station upgrade option • Identification of existing and future capacity requirements ''07 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 il 4.1 - EXPANDED PROJECT PROFILES / ••=r BRIEF PROJECT DESCRIPTION: CATEGORY: ��. Incorporate the gravity system into the County's InfoWater model C-74 and proposed simplified methodologies to expedite the model F & development. WATER&WASTEWATER HYDRAULIC MODELING TEAM EXPERIENCE: 300 Engineering Group, P.A. * PROJECT NAME/LOCATION: Wastewater Transmission System _ Hydraulic Computer Model - Wastewater Gravity Sewer Modeling ~`" II1IlOVy' / Miami Dade County. :1/44 Ze • SCOPE OF SERVICES PROVIDED: -1 -'1. Project Management, Hydraulic • - Modeling, Master Planning. ' - '-. PROJECT OWNER: �����~`-"'`-- Miami Dade Water & Sewer Dept. Ain■ , .-REFERENCE CONTACT: Yam` • `. .. James Ferguson, PE r+...r E: James.Ferguson;amiamidade.gov "''.. "_• ____ P: 786-552-8108 ham, ``' iron COMPENSATION FOR SERVICES: $1,600,000 PROJECT START DATE: P ' • --,._ 04/2008 • PROJECT END DATE: L _ 09/2013 __ 4, I Professional Experience of Franklin *i A Torrealba, PE ., ' •-., I 44111° --s .%. - - 4 . DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 4.1 - EXPANDED PROJECT PROFILES EXPANDED PROJECT DESCRIPTION &SCOPE OF SERVICES: 300 Engineering Group, P.A. (300 Engineering) staff was selected by Miami-Dade Water and Sewer Department (WASD) to provide engineering, planning, evaluation, analysis, and wastewater modeling services. WASD has a gravity sewer model which includes 1018 basins. The gravity sewer collection system (pipes only) was developed using interpolated invert elevations. While the gravity pipe network was incorporated into the overall countywide wastewater model, it was not properly operational at the moment. The computerized model, developed in InfoWater, was focused on the pressured system of pipes and pumps which was developed and calibrated using SCADA data and real-time pump on/off set points. As part of the continued development of the wastewater model in InfoWater,WASD wished to incorporate the gravity system into the model. However,WASD wanted to use a simplified but accurate methodology to expedite model development, reduce model run times, and minimize the associated level of effort. The proposed methodology incorporates two simplifying y_E- -r ,,_„ assumptions: • Use extrapolated invert elevations for the gravity sewer system J' pipes.The extrapolation methodology starts with the known pipe invert elevation at the wet well and extrapolates inverts upstream as a function of pipe length and diameter.Alternatively,inverts can be extracted from as-built information which is a time-consuming effort that will still result in some information gaps. • Use the gravity system stage-storage curve to route gravity basin inflows (design hydrographs) into the pump station wet well. The alternative is to simulate the gravity system in detail which requires an extensive effort to develop the system and will substantially increase model run times. - .- - _••- Key scope elements for this project include: --- • Developed the detailed gravity model with as-built invert and rim elevations for Basins 183 and 237 • Distribution of the billing records for basins 183 and 237.Updated to the unit hydrograph based on the Dry Weather Flow hydrograph provided by WASD for the two basins • Obtained and confirmed pump curves,wet well inverts, pump on and off levels, pressure curves, and SCADA data for PS 183 and 237 • Stage storage curves for the interpolated and as-built model were compared for both basins in order to highlight major differences in data accuracy • Stage storage models for Basins 183 and 237 were created using both the interpolated model and the as-built model storage curves • Diurnal pressure patterns for both basins were obtained from WASD, applied to the interpolated model run, and increased until an overflow(or near overflow) condition was observed.This increased pressure pattern was used as a basis for all other model runs. • All model scenarios (Interpolated, As-Built, Interpolated Stage Storage, and As-Built Stage Storage) were run to obtain a history of wet well water levels, inflow, and outflow hydrographs. • Prepared the following comparison graphs/tables: • Interpolated stage storage versus as-built stage storage (and error histograms) for basins 183 and 237. • Inflow and outflow hydrographs at the wet well for basins 183 and 237(comparing the four model scenarios outlined above). • Wet well water levels for basins 183 and 237 (comparing all four scenarios). h9 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES Airmr BRIEF PROJECT DESCRIPTION: CATEGORY: Pilot an outreach methodology for potential use in future �a Adaptation Action Areas and to provide technical and outreach j services. NOA PUBLIC OUTREACH TEAM EXPERIENCE: ~ T Bermello and Ajamil a.e PROJECT NAME/LOCATION: = ;t Arch Creek Drainage Basin Public . rw• Outreach Methodology "'�Y _. " Miami Dade County •Arch Creek Phase I and II _A , Drainage System SCOPE OF SERVICES PROVIDED: 0 ` ' " " A.,Public Outreach -- ' •,. /t PROJECT OWNER: 54'N- C .. . ti':IT -y.. �." Miami Dade Elevation Miami-Dade Department of VALUE(m) Regulatory and Economic Resources oo0B5 .,4- /(RER) I 1,5.24 Office of Resilience I124<" NA'."� 3.7<6.5 Soma layer Caset Es.'HER, Mapnyind.$D Op.sS,.e.4p co.. ->5.6 the GIS.aer mnmesh REFERENCE CONTACT: sa rca Ean.Dg4MG.s.GeoEye Ex nshr 0 1,000 2,000 Motets Geo¢ap„ka,ONES AvSb.ua D5.USDA,U50.5, Jim Murley, Chief Resilience Officer I 1 1 1 I ,j; �.. AeroGRID.IGN.and the GIS ilex Commuary ao•trw - - - a0'it'yY. _ a2itut__ a0•£ E: James.Murley©miamidade.gov P: 305.375.4811 COMPENSATION FOR SERVICES: • .• +y;r $17,000 � " r . ..,-;` PROJECT START DATE: �_ 1 , 03/2018 I '5'55N • a• •.. PROJECT END DATE: ,,. .t L'R� j<3' 07/2018 r _ o"'sly area c� ..., * - a. CONSTRUCTION COST: GSa, • I ' N/A • G352 pp»' • •,,'' ReMWvsbae poparMa Assts. Y R^•awc3.,`t ... .01 CONSTRUCTION START DATE: • Pump ^Y: '?..V.�,i 4744-1a ,,.,•r,x 3 -. I�lane Wow county ov.,a a at. ) �� ;f.� !`: " 1 ."' 1 •J. tv- r 1, r,- •'w� N/A � Mleml-0ads Elevation •,,:,^'�i�'' r7 ��. � . ' ,- _ CONSTRUCTION END DATE: VALUE(m) ' • 15•54'N- E0<0.° G-58H , ~ N/A LJoe<l5 u 15<2A i =12.4c37-17<5 .5 N • r i i I t ! .I..i.1111'5.5 swarms-swans \ s.rcEN 4 D to tGwF f E :Y oqr c 0 1,000 2,000 Meters _ , ,.,AIrtto,USUSDA ISGS A {(RID) (4 M1':I.S I 1 I I I scrim dtl tu:, .. DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES Alwor EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: BA was contracted by the Miami-Dade Department of Regulatory and Economic Resources (RER) Office of Resilience to pilot an outreach methodology for potential use in future Adaptation Action Areas and to provide technical and outreach services to get input from local residents on proposed flood resilient solutions for the Arch Creek Drainage Basin in Miami-Dade. Under this contract, BA prepared a brief educational presentation for use in the public meeting and collaborated on images that represent five different flood resiliency/adaptation solutions for the Arch Creek Drainage Basin area, including green infrastructure, living shorelines, sea walls/berms, flood pumps, and raised streets/ buildings. BA staff also prepared promotional flyers in English, Spanish and Creole, a meeting agenda, PowerPoint presentation, proposed flood resiliency/adaptation alternatives, and polling survey using pairwise comparison. Key scope elements for this project include: • Resiliency • Sea Level Rise • Public Outreach IIIIIP\ I 1 \ %,.,,, it il 0 IP , 4 f 1 i , �. 1 ' 't,' " 4 . . . 1,, a„,„,,_. -... ......1- _ ,. , .. . 4 t , - .. ..... • 1\ n DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.1 - EXPANDED PROJECT PROFILES , Allur BRIEF PROJECT DESCRIPTION: CATEGORY: Public involvement efforts for this Design/Build project through Hi £j the faces of planning, design and construction. Ni 4 LA PUBLIC OUTREACH _ -...-,s....w. - : TEAM EXPERIENCE: . aC_ '� Bermello and Ajamil = z--- • '"--_-_ _'-+"-^"4' — - yr. s_ 0-PROJECT NAME/LOCATION: `� �""'"' _'"�_� — •Miami-Dade Expressway Authority r: ` _ _ .��....__ (MDX) Sr 874 Ramp Connector To — III. 128 St. _ ' Miami-Dade County lit ..il . A/ SCOPE OF SERVICES PROVIDED: r•- --- =; • . f Public Outreach - t' ., - PROJECT OWNER: -- - _ HNTB/MDX General Engineering .. _ i Consultant _- 3'+ - REFERENCE CONTACT: r• __ • _• - _ Gil Portela `°'�� E: gportela,ahntb.com �«s- _ I P: (305) 551-8100 _ Z. . COMPENSATION FOR SERVICES: ti ti $297,000 - • N .- - Jam- id '� PROJECT START DATE: " R •.`-' Y • 2015 �., //if/E. Fa PROJECT END DATE: * �""� Q 2016 11 CONSTRUCTION COST. -P,"���' ,`� . 0 J' - $47.8MM ` f! • iT *1 • f r, CONSTRUCTION START DATE: `,' f~ N41,,;'`w 4.40, ' "'/cj '='v ` • At— ' IIIF7-- 2018 CONSTRUCTION END DATE: :` . + �� "c- X,. % : f• I ' li..1 j ..7: • .y r - y I. .• i 1 4- - - a - ..._ 'in. .-- /L.. L DocuSign Envelope ID 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.1 - EXPANDED PROJECT PROFILES immt EXPANDED PROJECT DESCRIPTION & SCOPE OF SERVICES: BA led the public involvement efforts for this Design/Build project through the faces of planning, design and construction. The corridor included residents and property owners on the segment of SR 874 approximately from SW 117 Avenue to SW 128 Street and all business located on SW 128 Street. Day to day coordination was necessary for the widening of SW 128 Street from 2 to 4 lanes, a mostly commercial and industrial corridor which includes warehouses and flex space. Weekly construction updates were prepared as well as Fact Sheets, and Traffic Advisories. Prior to the start of construction, the BA team worked in identifying encroachments on the public right away, working on advising owners of removal of these encroachments and obtained driveway license agreements from all property owners affected by the widening. Key scope elements for this project include: • Community involvement • Public Outreach r' ,..... r.mrpma, ,.. , . x.:,,,..., , 1111141Iti -. ' g . I ' t ..w ...: i- • çiit V 1� . w-.._ ++....�.� -' Illilraltr' - _IS MIN NI alSi Jett.J r *- rt ,;+ tili t. . tit... . f, 173 DocuSign Envelope ID 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 MAMBEACH DEPARTMENT OF PUBLIC WORKS PROJECT DIRECTOR Franklin A Torrealba, PE, ENV SP (1) — . . t 4r*:" ';,;_k.f cl , , :- S7is',/e44- 1 . ' > r.' • .. "b. ,""�.), , ,.,'... ^ PROJECT MANAGER . ` ►• Ana C Dvorak, MSc, ENV SP (1) : •. c. 99Sik°. A•s S ', '"‘" _ A , /Ig9,t, 01, —_ -V' r, 1. �1 -.21 1144° PUMP STATIONS f I/I& SSES FORCE MAIN& GRAVITY SEWER ire •r WATER MAIN Reinaldo Rivera-R- - Paola Davalos, PE, -afael Ballesteros, PE (1 Nicholas J Fenandez, PE 4 s_.i ,. PE (1) ENVSP (1) (1) - ' Daniel Mathews •` Chen Li, PE, LEED AP (1) Rey Urquiola, CUC (1) ; _ ENV SP (1) Rod Lovett (1) „Tr, -.00"1" . , / r ' SUPPLEMENTAL SERVICES Structural Engineering: GIS: Procurement Support: Steven M. Goldstein, PE, Jasmine Perez, El ENV SP(1) Arthur Tillberg (1) s. SECB, SI (2) Landscape: Architecture: Sea Walls: Kirk Olney, RLA (3) Saul Suarez, RA(3) Christian Aquino, PE (2) MEP: Geotechnical & Environmental Engineering: .0~ t Stormwater: Chen Li, PE, LEED AP (1) Estela G. de Leon Aguilar, MS, PE (5) Jorge Szauer, PE (1) y \ •.k...6 y fir^ 1 z ,e . _l,j,i itvt_.,.„. _ 7 -'T .o DocuSign Envelope ID: 14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.2 ORGANIZATIONAL CHART z•mmet AttKw . **''', t . +', • r. fR1� /,+ "„Q .v -, (�• -c. TECHNICAL ADVISOR {�ti _ - P - - 4• t R ""- .r a Y' . • , Fernando Miralles-Wilhelm, ' •, . r Z. '*, t PhD, PE, BCEE, DWRE, FASCE (1) r A.N. ,� - ` `� 7. � - ., ' •� • = F&G H _ "Ilircp,,,,,,N . =r. ... . TRENCHLESS WATER&WASTEWATER : PUBLIC OUTREACH 4 :, *' TECHNOLOGY HYDRAULIC MODELING *, - , Gil Garcia, CGC, CCM, Fernando Miralles- Tere Garcia (3) "`•- DBIA (1) Wilhelm, " DWRE,PhD, PE,(1 BCEE, ,1 Steve Caneen (1) Victor Herrera, PE (2) ,•. k4kfit.41.,. 'l'x'.,- -. 4 '',,, , , . — FIRM KEY Er Topographic Survey and Project Controls: 1) 300 Engineering Bathymetric Survey: Ramon Betancourt (1) 2) BCC Engineering , Odalys Bello, PSM, CFM (6) 3) Bermello Ajamil & Partners CEI: 4) AMI Engineering, LLC. Storage Tanks: Mario Vargas, PE (1) 5) Universal Engineering Sciences Alexander Ciasca, PE (7) Andres McEwen, El, CGC (1) 6) Bello & Bello Surveying Corp. r Transportation & Traffic: Benthic Survey: - 7) CROM Corp. Francisco Alonso, PE (4) Alex Delgado (8) a 8) Industrial Divers Corp. ' 1. DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 7.1 4.3 - EXPANDED KEY PERSONNEL RESUMES '• .sim ... ., ,,:,1 OVERVIEW: Mr. Torrealba has over 35 years of experience in program, project and construction management.He has managed locally over 500 projects from conception to completion. Mr. Torrealba has functioned in the capacity h. of Program Manager/CM, Contract Manager, Deputy Program Manager/ CM, and Deputy Program Manager/Engineering Manager multimillion renewal, replacement and rehabilitation programs. He has spearheaded the design of 185 Franklin A Torrealba, PE,ENV SP miles of water and wastewater pipelines ranging from 8 to 144-inch in diameter, and the construction of 45 miles of pipelines ranging 8 to 36-inch in diameter. Under these programs, he cumulatively managed the design and construction of KEY QUALIFICATIONS over 150,000 LF of water and sewer mains, 500 pump stations, managed 1700 deliverables, and satisfied all United States Environmental Protection Agency (USEPA)consent decree settlement agreements and deadlines.In the process, he has assisted his municipal clients in avoiding millions of dollars in potential penalties. He has worked for multiple agencies,municipalities in South Florida and possesses a proven track record in delivering safe projects,under budget and on schedule. RELEVANT EXPERIENCE: W-2 WATER BOOSTER PUMP STATION REHABILITATION—ENGINEERING AND DESIGN SERVICES—PROJECT DIRECTOR—MIAMI BEACH,FL Mr. Torrealba is the Project Director for the engineering, design, permitting, bid support and engineering services during construction for the W-2 Water Booster Pump Station Rehabilitation project. The project includes: replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main, installation of new 3 ton crane and trolley system,structural modification of the pump station building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility upgrades, flood and impact protection pump station and electrical buildings envelope, upgrades to the ventilation and air conditioning `,r�,J �� <2N, 1 , system to comply with current building codes and replacement of on-site generator). o 4} }01 f4o;.1 gif ikttv.k, Orlkrf BAYSHORE PARK WATER MAIN AND FORCE MAIN REPLACEMENT—ENGI- o [MI MI -nginee ing,klIigiweNd NEERING AND DESIGN SERVICES—PROJECT DIRECTOR—MIAMI BEACH,FL N11229011.1aln.o ;_Q Mr. Torrealba is the Project Director for the engineering, design, permitting, bid ` support and engineering services during construction for the replacement of a • *., 20-inch water main and 30-inch force main within the Bayshore Park project area. CERTIFICATIONS/AWARDS , , • • Professional Engineer(PE),Florida 300 Engineering developed and implemented an expedited project schedule in • NASSCO,PACP,LACP NM? . close coordination with the City to comply with the sensitive timeline. Under this PMSJ AIA CESi project,300 Engineering was able to develop 90%design drawings and technical , Envision Sustainability Professionals specifications for the replacement of approximately 850 LF of 30-inch force main ( • (ENV SP) - 4 , , and 1,200 LF of 20-inch water main within 8 weeks.Moreover,permits were obtained 'Storm water,Erosion and in less than 90 days,with the water main extension being approved in 24 hours. ;-•`.',Sedimentation.Coritro[.Certified ,,Lspector• /,. " ' t PUMP STATION 1 REHABILITATION AND HARDENING—ENGINEERING AND '\ ry[ DESIGN SERVICES—PROJECT DIRECTOR—MIAMI BEACH,FL Mr. Torrealba is the Project Director for the engineering, design, permitting, bid i'1ARS'OF XPERIENCE • -' support and engineering services during construction for the rehabilitation and i , ar 2 s , i, ‘,' :� 'r _,----,,I1I hardening of the regional pump station PS-1. The project includes replacement of ' �;,' b the four pump and motors, process piping, electrical equipment including VFDs, i ,C -.:.--•. on-site generator, instrumentation & controls, and HVAC equipment. The project , 'MIA•,_3•e - ='r • ,);. 14, also includes the hardening of the pump station with hazard mitigation strategies for flood,wind and impact protection. •WTH•` r 1 PROVEN , l i RESULTS • 111160 _ TRUSTED i . �a .t;may+' DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • 00 E "'F 0CD RELEVANT EXPERIENCE - continued: PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY—PROJECT DIRECTOR— MIAMI BEACH,FL Mr. Torrealba is the Project Director for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway.300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill(HDD)was the most adequate solution,the pipes will be installed centered along the bridge alignment,at least 12-feet below the piers.In addition,system reliability has been increased by the installation of a new pipe interconnection that allows switching flows from one force main to the other,without the need of service interruptions in case of pipe failure. WATER MAIN AND FORCE MAIN REPLACEMENT ON SUNSET ISLANDS—PROJECT DIRECTOR—MIAMI BEACH,FL Mr. Torrealba is the Project Director for the engineering, design, permitting, bid support and engineering services during construction for the installation of an 8-inch water main and 10-inch force main subaqueous canal crossings under Sunset Lake between Sunset Islands 2 and 3.The pipes will be installed using Horizontal Directional Drill(HDD).300 Engineering is conducting an engineering assessmentto optimize the length of pipe that can be installed using HDD pipe in order to minimize disruptions to the project area caused by open trench construction.In addition,the project will include pavement restoration of the entire right of way (ROW) affected by the pipeline installation. 300 Engineering, and its team of subconsultants, is providing full engineering services required for the adequate design of a subaqueous crossing, these include: detailed topographic survey and easement investigation, geotechnical services including rock coring and soil testing, bathymetric survey and benthic survey of Sunset Lake. $1.9B USEPA CONSENT DECREE MIAMI-DADE COUNTY-PROGRAM,DESIGN&CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES—TASK MANAGER—MIAMI-DADE COUNTY,FL Task Manager for the Wastewater Collection and Transmission System (WCTS)Task. Mr.Torrealba assisted the Miami-Dade Water and Sewer Department providing Program and Construction Management Services Related to the Wastewater System Priority Projects, including WASD's third Consent Decree with the United States Environmental Protection Agency(USEPA). Mr. Torrealba acted as the Task Manager for a total of fifty-two (52) Force Mains and forty-one (41) Pump Station projects, responsible for the engineering, design management, permitting procurement, and construction management of these projects. $215MM PUMP STATION IMPROVEMENT PROGRAM (PSIP) MIAMI-DADE COUNTY — PROGRAM, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES—PROGRAM MANAGER—MIAMI-DADE COUNTY,FL Program Manager for the upgrade of the Wastewater Collection and Transmission System(WCTS)including 153 pump stations and force mains projects.The program aims to bring into compliance 118 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion in addition to 35 force mains upgrades.This program is comprised of four main phases:1) Planning and Engineering which includes the basis of design report development for pump station and force main projects; 2) Design Management of 8 Design Consultants; 3) Construction Management of multiple pump station and force main contractors through the County's MCC 7040 procurement method;and 4)Infiltration and Inflow Management Program. GOVERNMENT CUT TUNNEL DESIGN-BUILD CRITERIA PACKAGE—PROJECT MANAGER—MIAMI-DADE COUNTY,FL Mr. Torrealba was the Project Manager for the development of the Design-Build Criteria package for the subaqueous installation of a 54-inch Pre-stressed Cylindrical Concrete Pipe(PCCP)Force Main(FM)from Miami Beach to Virginia Key and a 20-inch Water main between Port Island and Fisher Island.The project allowed to increase water and sewer capacity to the City of Miami Beach and other neighboring communities. WASTEWATER TRANSMISSION SYSTEM HYDRAULIC COMPUTER MODEL-WASTEWATER GRAVITY SEWER MODELING —PROJECT MANAGER—MIAMI-DADE COUNTY,FL Mr.Torrealba was the Project Manager for the incorporation of the County's gravity system into the InfoWorks hydraulic model and the implementation of simplified methodologies to expedite the model development and calibration, reduce model run times,and minimize the associated level of effort.The gravity sewer model consisted of 1018 basins that were not properly incorporated into the InfoWorks model that was focused on the transmission portion of the system which was developed and calibrated using SCADA data and real-time pump on/off set points. 177 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 4.3 - EXPANDED KEY PERSONNEL RESUMES OVERVIEW: Dr. Miralles is a civil and environmental engineer with over 30 years of experience as a consultant,researcher and academic in the field of water - and wastewater infrastructure planning and assessments. He possesses specialized experience in modeling of water systems, including water supply and wastewater systems climate change and sea level rise impacts on water distribution TEAM LEAD and treatment system infrastructure, stormwater management and water quality Fernando Miralles-Wilhelm, control. Over his career, he has consulted internationally with USAID, IDB, and PhD PE BCEE DWRE FASCE the World Bank on topics dealing with water system modeling, climate change, KEY QUALIFICATIONS sustainability,and water infrastructure resilience.He has also been a member of the faculty at the Massachusetts Institute of Technology, Northeastern University, the University of Miami,Florida International University and the University of Maryland. He has been a Principal Investigator in over$300M in projects funded by US and international agencies. He has conducted and/or directed water system modeling and climate change projects in over thirty countries in the Americas,Africa and Asia. RELEVANT EXPERIENCE: MODEL DEVELOPMENT,CALIBRATION AND VALIDATION FOR WATER DISTRI- BUTION SYSTEM—PROJECT MANAGER—BOSTON,MA This project analyzed possible impacts from sea level rise in the City of Boston, with particular focus on issues and areas of concern in its water distribution system. The water system was modelled using SWMM as a modeling tool. Work entailed development, calibration and validation of the model using a combination of old (> 100 years) data and SCADA. Specific issues that were evaluated using the developed model were impacts of potential sea driven coastal flooding on flow_ • rates,depths and durations,alternatives and costs for adaptation measures. • , RELIABILITY STUDY OF WATER SUPPLY—PROJECT MANAGER—BREA,CA For the municipality of Brea, Dr. Miralles conducted an assessment of the state of "' �'"�'"""y ""`�� water sources and distribution system. •The project provided an assessment of xxyty z�:-�dn� tpu toll Y SIC, n a a a On C -nn.7�k�Jc ?61%, operations of eight pumping stations and two water treatment plants in the city.The system was modeled using InfoWorks. r? ASSESSMENT OF WATER AND WASTEWATER SYSTEM IMPROVEMENTS— CERTIFICATIONS/AWARD- ,a. . • Professional E PROJECT MANAGER—LONG BEACH,CA Engineer(PE-),Florida Working with.the City of Long Beach,Dr. Miralles led the development.of a model of the water and wastewater system using EPANET. The model was developed, YEARS OF EXPERIENCE calibrated and validate using SCADA, and used to assess a variety of system :30 years ' improvements and expansions, transferred to city staff with capacity building "�' 1 through training. 5 _ SANITARY SEWER EVALUATION AND REHABILITATION—PROJECT MANAGER —FAJARDO,PR r.. . Dr.Miralles served as project manager for the evaluation and rehabilitation works -/, of the sanitary sewer system of the municipality of Fajardo in Puerto Rico,working ;`,Fp . 1 i •t''.' _ ,r �' 1� ,S -A for the Agencia para el Financiamiento de Infraestructura (AFI). In this capacity,Dr -' �,. �•,., � Miralles was responsible for the supervision of design and improvements to the . existing rainfall-dependent infiltration and inflow(RDI/I)to the sanitary sewer sys- ° � tems,including upgrades to the Luquillo wastewater treatment plant system.This Mia e -= f project used a combination of SWMM and H2ONET as modeling tools. • • WITH PROVEN RESULTS \ � TRUSTE° ' 1 \4 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714AB6DFAFAB 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • •® D OCI® RELEVANT EXPERIENCE - continued: WATER SUPPLY SOURCE RESTORATION,GUARAPIRANGA RESERVOIR—PROJECT MANAGER—SAO PAOLO,BRAZIL Dr. Miralles served as project manager for the design of the water and wastewater systems of the Guarapiranga reservoir near Sao Paolo,Brazil.This contaminated reservoir served as a water supply source a significant fraction of the city's pop- ulation.The project involved the conception and implementation of reservoir management strategies to enhance the water quantity and quality aspects of the water supply system,including the development of a model using InfoWater.This project was financed by the World Bank. SUPPORT FOR INTEGRATED URBAN WATER PLANNING AND MANAGEMENT—TECHNICAL ADVISOR—MEXICO CITY, MEXICO Dr. Miralles served as advisor to the World Bank to develop a case study in integrated urban water planning/management (IUWP)for Mexico City's water system (SACMEX)and other in-country stakeholders.This IUWP project had two major and complementary objectives:(i)improving the water supply system of Mexico City,and (ii)preventing urban flooding. In achieving these two objectives,the urban water system needed to be analyzed in a comprehensive and integrated manner, given that it incorporates several distinct but coupled sources of water(surface and ground)and rapid changes in infrastruc- ture and operations.The project included the introduction of a InfoWater water systems model. RESILIENT URBAN WATER SUPPLY AND CLIMATE CHANGE ADAPTATION—PROJECT MANAGER—MONTEVIDEO, URUGUAY This project funded by the Inter-American Development Bank(IADB)focused on an analysis of climate change adaptation for the water supply and distribution system in the Pantanoso section of Montevideo.The objectives of the study were to define,in terms of measurable quantitative variables,the vulnerability of the population served and the infrastructure assets to climate change in the sub-urban section,contribute to strengthen the capacity of the Intendencia de Montevideo to adaptively respond to climate change in terms of the development planning and reduce the vulnerability of the water supply system,and contribute to the establishment of guidelines for"best practices"in adaptation to climate change and to the Bank's efforts to classify,monitor and evaluate its investments in reducing the vulnerability due to climate change in the water and sanitation sectors in the.LAC region. CLIMATE CHANGE IMPACTS ON GLACIER RETREAT AND MOUNTAIN HYDROLOGY—PROJECT MANAGER—QUITO, ECUADOR This project was carried out for the municipal water utility in Quito(EPMAPS)to analyze the implications of climate change, reflected on glacier retreat and drying of high mountain paramo ecosystems,and their implications for the water supply and distribution system of Quito.This work strengthened the capacity of EPMAPS and the river basin authorities to adap- tively respond to climate change in terms of their needs and vulnerability requirements,and define,in terms of measurable quantitative variables,the vulnerability of the water and sanitation sector in Quito to climate change for the case of water supply in the city.The project introduced a novel combination of a glacial hydrology model(Xanthos)with a water distribu- tion model(XP-SWMM). WATER SCARCITY AND ADAPTATION TO CLIMATE CHANGE—PROJECT MANAGER—TRUJILLO,PERU This project focused on the vulnerability of the city of Trujillo to water scarcity,induced by changing conditions in climate and urbanization/land use.The client was the municipality,and specifically Dr.Miralles worked to analyze the combined effects of climate/land use changes on the city's water supply through modeling of a surface canal and through groundwa- ter using the Mike-SHE integrated hydrology and hydraulics system.The project also included strengthening the capacity of water and sanitation company SEDALIB in Trujillo and other City's authorities to adaptively respond to climate change in terms of their needs and vulnerability requirements with respect to water scarcity and water security in a broader sense. 179 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.3 — EXPANDED KEY PERSONNEL RESUMES is •Arier , • OVERVIEW: • i `'��` f Ms. Dvorak is experienced in planning design, assessment, simulation id and evaluation of water, wastewater and reclaimed water distribution, collection and transmission systems; pump stations; water resources management; water quality analysis; stormwater infrastructure design; process control & instrumentation and SCADA systems. Ms. Dvorak is also experienced Ana C Dvorak, MSc,ENV SP in project budgeting, scheduling, coordination of multidisciplinary teams, public outreach and stakeholder coordination.Ms.•Dvorak has vast experience managing water and sewer infrastructure projects that involve hydraulic modelling,preliminary KEY QUALIFICATIONS engineering and preparation of studies & reports, design services, permitting, bidding support, and engineering services during construction. Ms. Dvorak is currently the project manager for several Miami Beach projects including water main replacements,force main replacements,subaqueous installation of pipelines via HDD under Florida waters,water booster pump station upgrades and sanitary sewer pump station upgrades. Ms. Dvorak is recognized for developing trusting partnership with her clients and delivering exceptional client services. RELEVANT EXPERIENCE: BAYSHORE PARK WATER MAIN AND FORCE MAIN REPLACEMENT — ENGINEERING AND DESIGN SERVICES—PROJECT MANAGER—MIAMI BEACH, FL Ms. Dvorak is•the Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline, under this ' project 300 Engineering was able to develop 90% design drawings and technical specifications for the replacement of approximately.850 LF of 30-inch force main -i`12\1 1`):'' A/i`.'s,,<f is ;sir ot:.:^rkrW",•07Ai.. ..9 and 1200 LF of 20-inch water main within 8 weeks.Moreover,permits were obtained di in less than 90 days,with the water main extension being approved in 24 hours. o Mc Clbxanra> A1LvSJ , i Belie. ORIVAggik W-2 WATER BOOSTER PUMP STATION REHABILITATION—ENGINEERING AND ra. DESIGN SERVICES- PROJECT MANAGER—MIAMI BEACH,FL Ms. Dvorak is the Project Manager for the engineering, design, permitting, bid CERTIFICATIONS/AWARDS support and engineering services during construction forthe W-2 Water Booster • Envision'Sustainability Professional Pump Station Rehabilitation project. The project includes: replacement and (ENV SP) relocation of process piping and isolation valves (ranging from 12-inch to 244nch ' = in diameter), installation of new intake/discharge 24-inch water main, installation :YEARS OF EXPERIENCE ' , _-, of new 3 ton crane and trolley system,structural modification of the pump station r1�. ea s building, replacement of three (3) pump and motors, hardening and resiliency upgrades (accessibility upgrades, flood and impact protection pump station and i ,"� electrical buildings envelope, upgrades to the ventilation and air conditioning i «- ; '`�� ' j ' system to comply with current building codes and replacement of on-site generator), t`'' r PUMP STATION REHABILITATION AND HARDENING — ENGINEERING AND ,•, , , -.'': ,,a via DESIGN SERVICES—PROJECT MANAGER—MIAMI BEACH,FL —' .� s- '.+ s :``:•'f •tS lli,'� ,� Ms. Dvorak is the Project Manager for the' engineering, design, permitting, bid ;` _ 4'`-' ° `iihor .- �1 support and engineering services during construction for the rehabilitation and .' _: hardening of the regional pump station PS-1. The project includes replacement of MIA •` `9= r.• •., y the four pump and motors, process piping, electrical equipment including VFDs, :;. .,,.� on-site generator, instrumentation & controls, and HVAC equipment. The project i�W,TH• 7 OV also includes the hardening of the pump station with hazard mitigation strategies ^.,,' RE PRSULTESN ° :. ,.;. j for flood,wind and impact protection. TRUSTED , ` %, % I - DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • ®© D ® 0® RELEVANT EXPERIENCE - continued: PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY-PROJECT MANAGER- MIAMI BEACH,FL Ms. Dvorak is the Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway.300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill(HDD)was the most adequate solution,the pipes will be installed centered along the bridge alignment,at least 12-feet below the piers.In addition,system reliability has been increased by the installation of a new pipe interconnection that allows switching flows from one force main to the other,without the need of service interruptions in case of pipe failure. WATER MAIN AND FORCE MAIN REPLACEMENT ON SUNSET ISLANDS—PROJECT MANAGER—MIAMI BEACH,FL Ms. Dvorak is the Project Manager for the engineering, design, permitting, bid support and engineering services during construction for the installation of a 8-inch water main and 10-inch force main subaqueous canal crossings under Sunset Lake between Sunset Islands 2 and 3.The pipes will be installed using Horizontal Directional Drill(HDD).300 Engineering is conducting an engineering assessment to optimize the length of pipe that can be installed using HDD pipe in order to minimize disruptions to the project area caused by open trench construction.In addition,the project will include pavement restoration of the entire right of way (ROW) affected by the pipeline installation. 300 Engineering, and its team of subconsultants, is providing full engineering services required for the adequate design of a subaqueous crossing, these include: detailed topographic survey and easement investigation, geotechnical services including rock coring and soil testing, bathymetric survey and benthic survey of Sunset Lake. WESTWOOD LAKES FACILITY,PS 536,AND PS 1310 HARDENING—PROJECT MANAGER MIAMI-DADE COUNTY,FL Ms.Dvorak is the Project Manager for the engineering and design services of the civil,architectural and structural disciplines for the Westwood Lakes Facility, PS 536, and PS 1310 Hardening. The project involves flood, impact and wind protection for damage mitigation under severe weather events. The first phase of the project included the preparation of a detailed preliminary design memorandum to evaluate hardening alternatives and select the best solution for each case.This evaluation also included a structural assessment of the PS integrity and definition of the design criteria for the selected hardening alternative. PS-0062 REPLACEMENT,GRAVITY MAIN EXTENSION AND FORCE MAIN INSTALLATION-PROJECT MANAGER-CITY OF MIAMI,FL Ms.Dvorak is the Project Manager for replacement and relocation of PS-0062,which includes upgrades to the sanitary sewer collection and transmission system with the installation of a new 30-inch gravity main,installation of a new 24-inch force main and replacement of an 8-inch gravity sewer main.300 Engineering is responsible for the civil,structural,and HVAC disciplines of the project.The pump station serves a largely residential area with commercial properties located along major roadways. Due to anticipated increases in sewage flow, WASD has identified PS 0062 for relocation and replacement with a higher capacity pump station.The new pump station will be located on a parcel acquired by WASD at 7120 NE 2nd Avenue,which is Northwest of the existing PS-0062. CITY OF CORAL GABLES PUMP STATION D ENGINEERING AND DESIGN SERVICES- PROJECT MANAGER-CITY OF CORAL GABLES,FL Ms.Dvorak was the Project Manager for the engineering and design services for the upgrades of Pump Station D.The pump station has two (2) 50 HP pumps in a dry well—wet well configuration.These pumps have reached the end of their useful life resulting in multiple O&M issues, including pumps leaking and clogging. The scope of the project includes design of a new wet well,valve vault,new submersible pumps,control panel,yard piping and site civil design.Hardening measures were incorporated in the design with SLR considerations and the design for the installation of a submersible panel and watertight hatches. Ms. Dvorak was also in charge of public outreach and coordination with the community. In addition, the City is interested in obtaining an Envision Award through the Institute of Sustainable Infrastructure(ISI)for this project. 181 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 ,r 4.3 - EXPANDED KEY PERSONNEL RESUMES ' - .Armoir OVERVIEW: Mr. Rivera-Reyes has over 45 years of experience in the design & tit construction field for major infrastructure projects,with expertise in water &wastewater pump stations and pipelines,structures,roadways,bridges, aviation, and drainage facilities. He is a Professional Engineer with extensive experience in design and construction management for infrastructure projects TEAM LEAD with structural, mechanical, instrumentation & controls, HVAC, electrical, and civil Reinaldo Rivera-Reyes,PE components. He embraces modern principles and practices of civil engineering, especially in the areas of design,construction management and inspection services. KEY QUALIFICATIONS Mr.Rivera-Reyes has also worked on emergency recovery projects in the aftermath of Hurricane Maria. He is also knowledgeable of infrastructure hardening with the evaluation,selection,design and implementation of hazard mitigation measures for flood and high velocity winds protection. Mr. Rivera-Reyes is committed to safety and has proven to be successful at anticipating issues and implementing creative solutions. RELEVANT EXPERIENCE: PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY—TECHNICAL ADVISOR—MIAMI BEACH,FL Mr.Rivera-Reyes is the Engineer Of Record for the engineering,design,permitting, bid support and engineering services during construction for the replacement of a 20-inch water main and 30-inch force main within the Bayshore Park project area. 300 Engineering developed and implemented an expedited project schedule in close coordination with the City to comply with the sensitive timeline, under this project 300 Engineering was able to develop 90%design drawings and technical , , specifications for the replacement of approximately 850 LF of 30-inch force main ,,;., . ...,,,.,• , and 1200 LF of 20-inch water main within 8 weeks.Moreover,permits were obtained ,;,'.,.,;,1: , .•fii;It.•, ,_:?q4L.,.,,i)„y in less than 90 days,with the water main extension being approved in 24 hours. ,;;,,,<<•; W-2 WATER BOOSTER PUMP STATION REHABILITATION—ENGINEERING AND EDUCATIO : DESIGN SERVICES—ENGINEER OF RECORD—MIAMI BEACH,FL o Eft @M E vine-ring,giltisGattdi Mr.Rivera-Reyes is the Engineer of Record for the engineering,design, permitting, Puerto IMO 03 bid support and engineering services during construction for the W-2 Water r Booster Pump Station Rehabilitation project.The project includes:replacement and relocation of process piping and isolation valves (ranging from 12-inch to 24-inch CERTIFICATIONS/AWARDS • Professional Engineer IR1,Florida in diameter), installation of new intake/discharge 24-inch water main, installation and Puerto Rico "" of new 3 ton crane and trolley system,structural modification of the pump station RPA(Surveying Permanents ; • building, replacement of three (3) pump and motors, hardening and resiliency , egister)Puerto Rico `a ': upgrades (accessibility upgrades, flood and impact protection pump station and Stormwater Pollution Prevetion '.. electrical buildings envelope, upgrades to the ventilation and air conditioning 1Plan(SWPP) system to comply,with current building codes and replacement of on-site generator). „=;.";Safety and OSHA,Trainings v 1 PUMP STATION 1 REHABILITATION AND HARDENING — ENGINEERING AND YES O''}'f' ,.. DESIGN SERVICES—ENGINEER OF RECORD—MIAMI BEACH,FL ' .``' "'' -`.• �ti. ' 45-years�•` � � .,;':,',1 Mr.Rivera-Reyes is the Engineer of Record for the engineering,design, permitting, ,c,, ' ,• ! r ' bid support and engineering services during construction for the rehabilitation and , hardening of the regional pump station PS-1. The project includes replacement of e;,. • `"'' illor ;i the four pumpand motors, process piping, electrical equipment VFDs, , • -�' 11 • Pincludingffi- r"`; on-site generator, instrumentation & controls, and.HVAC equipment. The project --, r'' •• : ,'.. a also includes the hardening of the pump station with hazard mitigation strategies , , 'for flood,wind and impact protection. ,tar— f:�` 1 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • ®® o 000 RELEVANT EXPERIENCE - continued: PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY—ENGINEER OF RECORD —MIAMI BEACH,FL Mr. Rivera-Reyes is the Engineer of Record for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill (HDD)was the most adequate solution, the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition, system reliability has been increased by the installation of a new pipe interconnection that allows switching flows from one force main to the other, without the need of service interruptions in case of pipe failure. WESTWOOD LAKES FACILITY,PS 536,AND PS 1310 HARDENING—ENGINEER OF RECORD—MIAMI-DADE COUNTY,FL Mr. Rivera-Reyes is the Engineer of Record for the engineering and design services of the civil, architectural and structural disciplines for the Westwood Lakes Facility, PS 536, and PS 1310 Hardening. The project involves flood, impact and wind protection for damage mitigation under severe weather events. The first phase of the project included the preparation of a detailed preliminary design memorandum to evaluate hardening alternatives and select the best solution for each case. This evaluation also included a structural assessment of the PS integrity and definition of the design criteria for the selected hardening alternative. PS-0062 REPLACEMENT, GRAVITY MAIN EXTENSION AND FORCE MAIN INSTALLATION — ENGINEER OF RECORD — CITY OF MIAMI,FL Mr. Rivera-Reyes is the Engineer of Record for replacement and relocation of PS-0062, which includes upgrades to the sanitary sewer collection and transmission system with the installation of a new 30-inch gravity main,installation of a new 24- inch force main and replacement of an 8-inch gravity sewer main. Mr. Rivera-Reyes is responsible for the civil and structural disciplines of the project.The pump station serves a largely residential area with commercial properties located along major roadways.Due to anticipated increases in sewage flow,WASD has identified PS 0062 for relocation and replacement with a higher capacity pump station.The new pump station will be located on a parcel acquired by WASD at 7120 NE 2nd Avenue, which is Northwest of the existing PS-0062. CITY OF CORAL GABLES PUMP STATION D ENGINEERING AND DESIGN SERVICES—ENGINEER OF RECORD—CITY OF CORAL GABLES,FL Mr. Rivera-Reyes was the Engineer of Record for the engineering and design services for the upgrades of Pump Station D. The pump station has two(2)50 HP pumps in a dry well—wet well configuration.These pumps have reached the end of their useful life resulting in multiple O&M issues,including pumps leaking and clogging.The scope of the project includes design of a new wet well,valve vault,new submersible pumps,control panel,yard piping and site civil design. Hardening measures were incorporated in the design with SLR considerations and the design for the installation of a submersible panel and watertight hatches.Mr. Rivera-Reyes was also in charge of public outreach and coordination with the community.In addition, the City is interested in obtaining an Envision Award through the Institute of Sustainable Infrastructure(ISI)for this project. CITY OF CORAL GABLES PUMP STATION"JOURNEY'S END"AND FORCE MAIN,DESIGN AND ENGINEERING SERVICES —ENGINEER OF RECORD—CORAL GABLES,FL Mr. Rivera-Reyes was the Engineer or Record for the Journey's End Pump Station Upgrade and Force Main project. The project involves the design and construction for the upgrade of the Pump Station Journeys End which includes a new valve vault,new pumping equipment,new electrical control panel as well as flood mitigation components.The project also involves the design and Construction of a new 4-Inch discharge force main of approximately 1,600 LF. Services provided by 300 Engineering include Engineering Assessment, Planning, Engineer of Record Services,Opinion of Probable Cost, Permitting, Procurement Support Services. 183 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB /1 4.3 - EXPANDED KEY PERSONNEL RESUMES imilm. \ i y OVERVIEW: r . Ms. Li has more than 30 years of experience in mechanical, electrical, , • - instrumentation, controls, HVAC and fire protection engineering for various governmental, industrial, aviation, rail, educational, institutional, and commercial facilities, including water and wastewater infrastructure facilities. With engineering proficiencies in both mechanical and electrical disciplines and Chen Li,PE,LEED AP extensive experience and knowledge in instrumentation & control engineering, Ms. Li has successfully completed multiple projects of various complexity. Her experience starts with preliminary engineering,design&development and continues KEY QUALIFICATIONS through construction management.Ms.Li's mechanical specialties include fuel and pneumatic piping distribution system,HVAC,plumbing and fire protection systems for various scale of industrial, commercial, governmental,educational, institutional facilities. Ms. Li's electrical specialties include design of power generation, distribution,motor control,lighting,and grounding,instrumentation,communication, and access control systems for industrial,commercial,and governmental facilities. RELEVANT EXPERIENCE: PUMP STATION 1 REHABILITATION AND HARDENING - ENGINEERING AND DESIGN SERVICES-ENGINEER OF RECORD MIAMI BEACH,FL Ms. Li is the Electrical and l&C Engineer of Record for the engineering, design, permitting, bid support and engineering services during construction for the rehabilitation and hardening of the regional pump station PS-1.The project includes replacement of the four pump and motors, process piping, electrical equipment including VFDs,on-site generator,instrumentation&controls,and HVAC equipment. The project also includes the hardening of the pump station with hazard mitigation strategies for flood,wind and impact protection. CORAL GABLES PUMP STATION F ELECTRICAL UPGRADES - ENGINEER OF ",''`"�f"`'`r rev;c 1.•11 '. 1 RECORD(EOR)-CORAL GABLES FL i.`, r.pip i'�:%k'•''I''..n, ., Ms. Li served as EOR for the upgrades of Pump Station F located at 1551 Madruga -ec nolo.v a Ave. This is a duplex submersible station with 30 hp pumps and an emergency generator.The existent electrical equipment was corroded and obsolete.Upgrades ; :2 to the pump station included: new electrical generator, relocation of backup RTIIiICATNS/AWARD P,<rofessional Engineer Flo ida generation system, new power meter, main disconnect safety switch with fuses, t Jr. Mechanical Engineering,1998 Automatic Power Transfer Switch (ATS), control panel with main and emergency . 1,.1. 'ProfessionaL.Engineer Florida circuit breaker, pump motor connection box by wet well, all wiring, raceway and Electrical Engineering, o 0 grounding system,new SCADA system,among others. • *Florida PE No.52692 .- ..QED Accredited Professional •` ENGINEERING, DESIGN AND RELATED SERVICES FOR THE IMPROVEMENT r='2b08 - WASD PS D2-D2 - ELECTRICAL AND I&C ENGINEER OF RECORD (EOR)- 'eNCEES No.46827'Since 2011' MIAMI-DADE COUNTY,FL '• ,rJ- , ; -,' Ms. Li acted as EOR for the Electrical, Telemetry, Instrumentation & Control, and : �' __ Limited Construction Support Services for the design of the new WASD pump 30 years 4 station D2-D-2 of located at 15100 NW 7th Avenue.This is a duplex station with 47 ./ hp pumps. .. lar. ENGINEERING, DESIGN AND RELATED SERVICES FOR THE IMPROVEMENT - ', _ WASD PS 0520-.ELECTRICAL AND I&C ENGINEER OF RECORD(EOR)-MIAMI- V' � ],." 1 DADE COUNTY,FL :rq Ms. Li worked as EOR for the Electrical,Telemetry, Instrumentation & Control, and • atil ''' " .- - Limited Construction Support Services for the improvements of WASD's PS0520 located at 13590 SW 62nd St. in Miami.This is a duplex station with 30 hp pumps. < � f. Well station to fullysubmersible The project includes conversion of Dry Well/Wet e DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • •• • ' COO RELEVANT EXPERIENCE - continued: • pump station. Coordination with FPL for new service and temporary disconnect of high voltage power lines. Duplex pump control panel design with portable emergency power connection, SCADA & instrumentation design with new pressure transmitter on discharge line,new well levels controller with secondary backup float system,Arc Flash Study and Short-circuit analysis. ENGINEERING, DESIGN AND RELATED SERVICES— WASD PS0830 — ELECTRICAL AND l&C ENGINEER OF RECORD (EOR)—MIAMI-DADE COUNTY,FL Ms.Li served as the EOR for the Electrical,Telemetry, Instrumentation&Control,and Limited Construction Support Services for the improvements of WASD's PS 0830 located at 10451 SW 92nd St, Miami. This is a duplex station with 25 hp pumps. The project also includes the design of a new stand-by generator,Automatic Power Transfer Switch(ATS),control panel with main and emergency circuit breaker,pump motor connection box by wet well,all wiring,raceway and grounding system,new SCADA system,among others. PUMP STATION PS-319 — MECHANICAL ENGINEER SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) — WEST PALM BEACH,FL Ms.Li served as Mechanical Engineer for the design of the extension of fuel supply,return,and backup fuel supply piping from the existing distribution system to the new generator buildings,and HVAC system of the new generator buildings. PUMP STATION G508— SR. ELECTRICAL ENGINEER —SOUTH FLORIDA WATER MANAGEMENT DISTRICT— HENDRY COUNTY,FL Ms.Li was the Senior Electrical Engineer and engineer during construction for design and construction of a large pump station that served as the main water supply structure to the wetlands treatment system that also performed a secondary role as a flood control structure for adjacent properties. Pump configuration consisted of both high flow diesel pumps and low floor electrical pumps. OVERTOWN TRANSIT VILLAGE BUILDING SMOKE EVACUATION SYSTEM—MIMI DADE COUNTY ISD—ENGINEER OF RECORD MIAMI DADE COUNTY,FL Ms.Li provided engineering design,•permitting,bid&award support,construction administration support&closeout services for the removal, disposal and replacement of the currently deteriorated roof ductwork and smoke dampers that serve the supply fans SF1 & SF2, replacement of the roof discharge ductwork that serve EPF-1 and EPF-2, as well as the louver filter racks at the roof mechanical room that were no longer efficient. The project also entailed a testing of the smoke evacuation system and stair pressurization systems. RAILWAY MAINTENANCE FACILITY—SENIOR MECHANICAL AND ELECTRICAL ENGINEER—WEST PALM BEACH,FL She served as Senior Mechanical and Electrical Engineer for the Design & Built Railway Maintenance Facility including multiple buildings, and maintenance yards.The systems designed included interconnected compressed air generation and distribution system,HVAC systems,industrial equipment electrical&mechanical connections,electric utility incoming feeds, site & building power, indoor and outdoor lighting, wayside powers, fire alarms and instrumentation & controls for the All Aboard Florida Rail Maintenance Facility in West Palm Beach,FL BROWARD COUNTY MAIN JAIL—SENIOR MECHANICAL AND ELECTRICAL ENGINEER—FORT LAUDERDALE,FL Ms. Li acted as Senior Mechanical and Electrical Engineer leading a design team for the design of the replacement of four larger air handler units serving 8-story and approximate 160,000 sq.ft.floor areas of the maximum secured facility. She was lead engineer and Project Manager for the Smoking Control Recertification of the Broward County Main Jail. She was Project Manager and lead engineer for the Air Distribution System Analysis for the four(4)air handler units serving the 4th floor air handler units in Broward County Main Jail. She was Project Manager and lead engineer for the Performance Evaluation of the HVAC System for the 4th floor air handler units in Broward County Main Jail. 185 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 'T'• ...., 4.3 - EXPANDED KEY PERSONNEL RESUMES. , i..r., OVERVIEW: ',L , Ms.Davalos has experience managing water and wastewater infrastructure i , projects including the design of wastewater pump stations,gravity mains, / -' force mains and planning studies for expansions and upgrades of water and wastewater systems in South Florida. Ms. Davalos has been responsible for the engineering management and planning of over 100 wastewater pump stations, TEAM LEAD ranging from 5 to 100 HP in pump motor size. Ms. Davalos specializes in Sanitary Paola Davalos,PE,ENV SP Sewer Evaluation Survey(SSES) management and Infiltration &Inflow(I/I) analysis and monitoring. Ms. Davalos has extensive expertise in Pump Station Hydraulics, KEY QUALIFICATIONS SCADA Data analysis and I/I investigation and reduction efforts. RELEVANT EXPERIENCE: $215M PUMP STATION IMPROVEMENT PROGRAM (PSIP) MIAMI-DADE COUNTY - PROGRAM, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES - DESIGN CONSULTANT PROJECT MANAGER— MIAMI-' DADE COUNTY,FL Design Consultant Project Manager and Engineering Manager for the upgrade of the Wastewater Collection and Transmission System (WCTS) including pump stations and force mains.Each pump station must be certified as capable of meeting a nominal average pump operating time(NAPOT)of less than or equal to 10 hours per day. The program aims to bring into compliance 153 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion. Ms. Davalos was responsible for the preliminary design of pump stations and force mains,including pump motor selection, hydraulic analysis, review of pump station requirements and appurtenances as well as the interpretation of SCADA Data for I/I analysis and ' monitoring.Ms.Davalos also managed multiple pump station and force main design projects. Her role included management of four design consultant firms, plans : :Pit '.',i l 'rl: review,review of technical specifications,coordination with utilities,permitting and •;-'.f''t"1''`,":''"'1,' '""`''„""r'"J'l regulatory agencies, invoice processing, quality control of project deliverables, i I'�'"`11• x,,` tyr. rl.usrux°r-tity, AgIlii among others. SANITARY SEWER EVALUATION SURVEY (SSES) — NIGHT FLOW STUDY AND CERTIFICATIONS/AWARDS BASIN PRIORITIZATION—PROJECT MANAGER—CITY OF CORAL GABLES,FL ,o Professional Eng"neer,IFIL Ms. Davalos served as Project Manager responsible for performing a system flow Envision Sustainability Pro essional evaluation in order to identify basins above the 5,000 GPDIM Infiltration and Inflow (ENV$Sg). • Lean Enterprise Institute= (I/I)threshold specified in the Miami-Dade County Code.300 Engineering performed Practicing Lean Fundamentals DEEM wet season night flow monitoring by'a combination of field investigations,and Office Environment •-.... analysis of the City's Supervisory Control and Data Acquisition (SCADA) system ' ,associations:ASCE,WO- , data. Additionally, 300 Engineering analyzed the relationship between system- F va 7 ._p wide wastewater flows and rainfall, groundwater and tidal elevations for the one- 3.,-' -ti': P ' � XP ERIEN CE year period of 2019.300 Engineering prepared the City's Third Cycle Phase 1 and i '� �r.., RSOF E 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory 1 9 � ► , � ` _ and Economic Resources(RER) Division of Environmental Resources Management _`, ` (DERM).Additionally,300 Engineering provided recommended priorities,timelines, -', ._; •`.-!;t`. tactics, initiatives, and the associated preliminary estimated costs to implement a ,j ''' .' ,'' ._`'‘v phased I/1 reduction program. r ",,;, ,-, ��F CITYWIDE SMOKE TESTING OF SANITARY SEWER SYSTEM — PROJECT ; �� y'' r ` " �.,;� MANAGER—CORAL GABLES.FL Ms. Davalos was the Project Manager for this project in which 300 Engineering provided smoke testing services for the City's entire sanitary sewer system of oy �, approximately 65 miles of gravity mains as part of the SSES requirements of the �" Florida Department of Environmental Protection(FDEP)and the Miami-Dade County - - a` . Department of Regulatory and Economic Resources(RER). ' ,"„,r r, - DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • 06 E ;;F ©® RELEVANT EXPERIENCE - continued: The project scope included identifying locations where smoke is observed which can be caused by structural damage in pipes or manholes, cross-connections with roof gutters, sewer cleanouts, leakage in laterals, area drains, and stormwater drain cross-connections. The field team utilized methods to locate smoke leakage including: triangulating the defect with respect to the distance from two fixed objects (house corners, power poles,fire hydrant, etc.) and recording on a location sketch; sub-meter GPS coordinates; or recording the distance from the upstream manhole to a point perpendicular to the defect, as well as the distance left/right to the defect. In addition,the project included performing a visual inspection to the sanitary sewer manholes. INFLOW AND INFILTRATION (I/I) PLAN OF COMPLIANCE FOR NORTH BAY VILLAGE SEWER SYSTEM — PROJECT MANAGER—NORTH BAY VILLAGE,FL Project Manager for the generation of an I/I Plan of Compliance to assist in bringing the Village's basins into compliance with the County code, in order to facilitate development within the Village and satisfy the RER/DERM requirements for I/I compliance.The main driver of this•project was that the Village's pump station basins were placed under INCOMPLETE(IN) Moratorium for being out of compliance with the standard for infiltration and flow(I/I) according to the Miami-Dade County Code.As a result,no certificate of use/occupancy,or municipal occupational license for any project that will increase sewage flows is allowed until the Village performs all required improvements, repairs,or upgrades required to bring the Basins into compliance.300 Engineering developed a Plan of Compliande for the Village,in coordination with RER/DERM which included Night Flow Testing, Calculation of GPDP and allowable I/I per Basin, Water Consumption Analysis, Night Flow Isolation & Visual Manhole Inspections,Smoke Testing and subsequent regulatory reporting.300 Engineering used ArcGIS field maps, for data collection and integration with a GIS dashboard in order to help the Village make decisions,visualize trends,monitor status in real time,and inform their constituents. SANITARY EVALUATION SYSTEM SURVEY 3RD CYCLE REPORT (SSES) & SMOKE TESTING OF SANITARY SEWER SYSTEM—PROJECT MANAGER—SURFSIDE,FL Project Manager for the Smoke Testing of the Town's sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code.Additionally,300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I.A Corrective Action Plan was developed as part of the SSES report including recommended priorities,timelines,tactics and initiatives,and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with specific targets and deadlines, the following objectives were set for the Town's I/I program: Prioritization Plan for I/I Reduction including Sanitary Manholes Repairs, CCTV Inspection of Gravity Mains, Inspection of Suspect Lateral Defects. The Corrective Action Plan included a lifecycle cost assessment,Savings Benefit-to-Cost Ratio,Internal Rate of Return, and Payback Period for the proposed I/I investigation and rehabilitation measures. CITY OF CORAL GABLES PUMP STATION"JOURNEY'S END"AND FORCE MAIN,DESIGN AND ENGINEERING SERVICES —PROJECT MANAGER—CORAL GABLES,FL Ms. Davalos was the Project Manager for the Journey's End Pump Station Upgrade and Force Main project. The project involves the design and construction for the upgrade of the Pump Station Journeys End which includes a new valve vault,new pumping equipment,new electrical control panel as well as flood mitigation components.The project also involves the design and Construction of a new 4-Inch discharge force main of approximately 1,600 LF. Services provided by 300 Engineering include Engineering Assessment,Planning,Engineer of Record Services,Opinion of Probable Cost,Permitting,Procurement Support Services. • 187 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.3 - EXPANDED KEY PERSONNEL RESUMES iNtim , OVERVIEW: -- Mr. Urquiola has over thirty-eight(38)years of experience managing the 4 1 } operations, maintenance, and construction of the Sewage Collection System and Wastewater Pumping Facilities for Miami-Dade Water and Sewer Department.Mr.Urquiola has worked on multiple pump station construction projects which vary in scope and complexity, such as: wet well improvement Reynaldo Urquiola,CUC programs, asset management system implementation, submersible pump replacement programs,among others.Additionally,Mr.Urquiola has vast expertise in sewer collection systems, including flow monitoring and Infiltration & Inflow(I/I) KEY QUALIFICATIONS reduction programs. Mr.Urquiola's unparalleled knowledge of pump stations,collection systems and I/I quantification and reduction measures makes him well suited to provide technical advisement for wastewater projects from the Operations and Maintenance perspective. He will utilize this experience to anticipate any potential issues early on in the design phase to ensure project efficiency,,performance,and reliability. RELEVANT EXPERIENCE: SANITARY SEWER EVALUATION SURVEY (SSES) — NIGHT FLOW STUDY AND BASIN PRIORITIZATION—TECHNICAL ADVISOR—CITY OF CORAL GABLES,FL Mr. Urquiola served as Technical Advisor responsible for performing a system flow. evaluation in order to identify basins above the 5,000 GPDIM Infiltration and Inflow (I/I)threshold specified in the Miami-Dade County Code.300 Engineering performed wet season night flow monitoring by a combination of field investigations, and analysis of the City's Supervisory Control and Data Acquisition (SCADA) system ; • • data. Additionally, 300 Engineering analyzed the relationship between system- wide wastewater flows and rainfall, groundwater and tidal elevations for the one- ' ":``'`,I'°`"`"' ``''`'''''`'""-" year period of 2019.300 Engineering prepared the City's Third Cycle Phase 1 and ti 2 SSES Report for submittal to the Miami-Dade County Department of Regulatory ( jfj{ 1 le Airy' and Economic Resources(RER) Division of Environmental Resources Management a sue-cllriiithtt l DERM.Additionally,300 Engineering provided recommended priorities,timelines, Undergrouno pea at on ( ) 9• 9 tactics, initiatives, and the associated preliminary estimated costs to implement a ,Q phased I/I reduction program. . Safe Handling wn[d111 CQ ►hemical Grouts , CITYWIDE SMOKE TESTING OF SANITARY SEWER SYSTEM — TECHNICAL Certified'Backflowy ADVISOR—CORAL GABLES.FL • Honda 4 R.S.Means,MechanicaHand r z-, Mr. Urquiola was the Technical Advisor for this project in which 300 Engineering ectrical Estimating �" "t provided smoke testing services for the City's entire sanitary sewer system of s.Means;Managing Facl{lties '" approximately 65 miles of gravity mains as part of the SSES requirements of the :i 1,,,,-r construction and,Maintenance. Florida Department of Environmental Protection(FDEP)and the Miami-Dade County nNational Sa ety.Council,•Workzone Department of.Regulatory and Economic Resources (RER). The project scope ( �pcepts: en/els.,, t ,.,_ P 9 rY ( ) P J stel 4,`'Col I r.r.Iv9'': '1:.-,,, . -; _•, included identifying locations where smoke is observed which can be caused �� t�) Mainten.•• Jr rsity of by structural damage in pipes or manholes, cross-connections with roof gutters, , •; ,,I=consin. ' '.l sewer cleanouts, leakage in laterals, area drains, and stormwater drain cross- ,, r'••,,: ‘J,.. ''1,..:_'_,to connections. The field team utilized methods to locate smoke leakage including: J ',.A.„: ':;'-`,'''.'::•'.I. ,4 triangulating the defect with respect to the distance from two fixed objects(house • l4RS OFERIENCE'', corners, power poles, fire hydrant etc. and recordingon a location sketch; sub- i :::.,-.-:.-1.-' ``=: '`•) P Y ) 38 y�� , meter GPS coordinates;or recording the distance from the upstream manhole to a 4101-1 r point perpendicular to the defect,as well as the distance left/right to the defect. In — :.',_ 1 addition,the project included performing a visual inspection to the sanitary sewer . .fie,S 1 manholes. , _ , DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • •® © E' 00o RELEVANT EXPERIENCE - continued: INFLOW AND INFILTRATION (I/I) PLAN OF COMPLIANCE FOR NORTH BAY VILLAGE SEWER SYSTEM - TECHNICAL ADVISOR-NORTH BAY VILLAGE,FL Technical Advisor for the generation of an I/I Plan of Compliance to assist in bringing the Village's basins into compliance with the County code, in order to facilitate development within the Village and satisfy the RER/DERM requirements for I/I compliance.The main driver of this project was that the Village's pump station basins were placed under INCOMPLETE(IN) Moratorium for being out of compliance with the standard for infiltration and flow(I/I) according to the Miami-Dade County Code.As a result,no certificate of use/occupancy,or municipal occupational license for any project that will increase sewage flows is allowed until the Village performs all required improvements, repairs,or upgrades required to bring the Basins into compliance.300 Engineering developed a Plan of Compliance for the Village,in coordination with RER/DERM which included Night Flow Testing, Calculation of GPDP and allowable I/I per Basin, Water Consumption Analysis, Night Flow Isolation & Visual Manhole Inspections,Smoke Testing and subsequent regulatory reporting.300 Engineering used ArcGIS field maps, for data collection and integration with a GIS dashboard in order to help the Village make decisions,visualize trends,monitor status in real time,and inform their constituents. SANITARY EVALUATION SYSTEM SURVEY 3RD CYCLE REPORT (SSES) & SMOKE TESTING OF SANITARY SEWER SYSTEM-TECHNICAL ADVISOR-SURFSIDE,FL Technical Advisor for the Smoke Testing of the Town's sanitary sewer collection system as part of the SSES assessment required for compliance with Miami-Dade County Code.Additionally,300 Engineering conducted Visual Manhole Inspections as part of the SSES assessment due to the susceptibility of manholes to structural defects and/or I/I. A Corrective Action Plan was developed as part of the SSES report including recommended priorities,timelines,tactics and initiatives, and the associated preliminary estimated costs for implementation. Driven by the need for a phased I/I reduction program with specific targets and deadlines,the following objectives were set for the Town's I/I program:Prioritization Plan for I/I Reduction including Sanitary Manholes Repairs,CCTV Inspection of Gravity Mains,Inspection of Suspect Lateral Defects.The Corrective Action Plan included a lifecycle cost assessment,Savings Benefit-to-Cost Ratio, Internal Rate of Return, and Payback Period for the proposed I/I investigation and rehabilitation measures. $1.9B USEPA CONSENT DECREE MIAMI DADE COUNTY-PROGRAM,DESIGN&CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES-SR.CONSTRUCTION MANAGER-MIAMI-DADE CUNTY,FL Sr.Construction Manager for the upgrades of the Wastewater Collection and Transmission System (WCTS),including several major booster sanitary sewer pump station projects. Mr. Urquiola supervises the construction of the upgrades/rehabilitation of these pump stations including the replacement of pumps& motors,installation of new process and yard piping,electrical building upgrades to install new switchgear and VFDs,structural modifications,installation of new instrumentation&controls. Mr.Urquila assists in the commissioning,testing and start up activities of these pump stations. MIAMI-DADE WATER AND SEWER DEPARTMENT (WASD) PUMP STATION MAINTENANCE DIVISION - ASSISTANT MAINTENANCE SUPERINTENDENT-MIAMI-DADE COUNTY,FL Mr.Urquiola's responsibilities included:Supervision of 53 employees to include 8 first line Maintenance Supervisors involved in the maintenance and operations of over 1051 wastewater pump stations of varying sizes and capacities from 3 to 900 horsepower.He was responsible for the daily distribution of flows between 3 wastewater treatment plants which treat nearly 300 MGD(Million Gallons per Day)and a peak flow of over 700 MGD.Mr.Urquiola was also responsible for the collection of data and preparation of documentation to assure compliance of regulations set forth by the Department of Environmental Resources Management,Florida Department of Environmental Protection and the U.S. Environmental Protection Agency.He was responsible for preparing and managing a Divisional operations and maintenance budget 189 DocuSign Envelope ID:14F5764B-C3139-4EFF-BE6B-714A86DFAFA8 ill 4.3 - EXPANDED KEY PERSONNEL RESUMES .s. r. / ti OVERVIEW: \.. 4 iiik Mr. Ballesteros has over 45 years of water and wastewater infrastructure engineering, design, permitting, management, procurement and construction. Mr. Ballesteros has extensive experience with the design of pipelines from 8 to 96-inches in diameter that brings maximum efficiency in his design efforts. His experience covers the design of over 170 miles of water and TEAM LEAD wastewater pipelines and the construction of over 55 miles of pipeline construction. Rafael J.Ballesteros,PE Responsible for the design of large concrete and ductile iron transmission mains as well as the development and implementation of Miami-Dade Water and Sewer KEY QUALIFICATIONS standard specifications, rules and regulations. He has also served as the FOR for multiple PCCP pipelines and micro-tunneling projects in FDOT and Miami- Dade roadways. In his 30 years working with the Miami-Dade Water and Sewer Department, he was responsible for the design of large concrete and ductile iron transmission mains; coordinating and implementing Miami-Dade Water and Sewer Standards Specification,rules and regulations. RELEVANT EXPERIENCE: 16-INCH WATER MAIN ALONG NW 36TH STREET FROM CURTIS PARKWAY TO NW 42ND AVE NORTH OF MIAMI INTERNATIONAL AIRPORT— ENGINEER OF RECORD—MIAMI-DADE COUNTY,FL Engineer of Record for the replacement of an undersized 8-inch Cast Iron(CI)Water Main with a new 16-inch Ductile Iron(DI)Water Main.As part of the Agreement with ' the City of Miami Springs,the Miami Dade Water and Sewer Department is required to upgrade the water system to increase water pressure and provide optimum fire flow protection.The 8,900 LF water main will run along NW 36th Street from Curtis Parkway to NW 42nd Ave (N. Lejeune Rd). Services provided by 300 Engineering • - I, include but are not limited to: design, permitting, cost estimating, preparation of technical specifications, utility coordination, site inspections, scheduling, `'�''"'`" ''"'" ' '� 'J`Nr' ' coordination with stakeholders(City of Miami Springs,FDOT,etc),procurement and ,aL.tr,? ;1s.,.'.';; construction support services. GERTIFlGA ONS/A ARDS 36-INCH WATER MAIN ALONG NW 106TH STREET FROM NW 107TH AVENUE 0 Professional Engine-r VI,Fq TO THE INTERSECTION OF NW 87TH AVENUE AND NW SOUTH RIVER DRIVE Supervisor Leadership - ENGINEER OF RECORD SERVICES — ENGINEER OF RECORD — MIAMI-DADE Management Certification'rogram COUNTY,FL • Professional -ertificate OE Project Engineer of Record for the replacement of the design of a 36-inch Ductile Iron(DI) Management Miami Dade County Supervisor Main. The Miami Dade Water and Sewer Department is required to upgrade the • Certification Program `.: + , water system to increase water pressure and provide optimum fire flow protection: The 11,000 LF water main will run along NW 106th Street from NW 107th Ave to 1:. . the Intersection of NW 87th Avenue and NW South River Drive,within the Town of r,,JARS OF EXPERIENCE Medley. Project involves the design of a micro-tunneling crossing Florida.East Coast i =Yyears (FEC) Railway. Services provided by 300 Engineering includes, but are not limited CV:;,4,*,:v::,-:',--.:: to design,permitting,cost estimating,preparation of technical specifications,utility coordination, site inspections, scheduling, coordination with the Town of Medley, ,,"' 4.'`,.., ,{ procurement and construction support services. r' ``a"' ate';,;' 4 ;• .' , r DESIGN BUILD FOR THE INSTALLATION OF A 36-INCH FORCE MAIN WITH '. e,- • !,? d .a r ,tit1 54-INCH MICRO-TUNNEL ALONG NW 107 AVE FROM 7TH ST TO 25TH ST — r ��'' ' ENGINEER OF RECORD—CITY OF DORAL,FL - , r •. Mr. Ballesteros is the Engineer of Record for the installation of a 36-inch Diameter i__ Y. 1 Sanitary Sewer.Force Main project consists on the construction of approximately ,t �' 8,000 linear feet of 36-inch Ductile Iron Pipe (DI) sewer force main in the Central ; �� � West Area,within the City of Doral.The proposed sanitary sewer force main is . ; DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • ®® 0 000 RELEVANT EXPERIENCE - continued: intended to replace an existing 24-inch force main as a method to reduce pressures and increase capacities for future developments in the area.(The proposed project route starts south of NW 7th Street(Fontainebleau Blvd)and NW 107th Ave where it connects to an existing 36-inch diameter force main,then running North along NW 107th Ave from NW 7th Street (Fontainebleau Blvd)crossing under a CSX owned railroad,to NW 25th Street,where it will connect to 20-Inch and 24-Inch diameter force mains. CSX crossing includes a 36-Inch diameter sewer force main carrier pipe with a 54-Inch steel casing under an active(CSX)railway. 24-INCH FORCE MAIN NW 170TH STREET SANITARY FORCE MAIN IMPROVEMENTS—ENGINEER OF RECORD—MIAMI- DADE COUNTY,FL Mr. Ballesteros is the Engineer of Record for the installation of 2,500 LF of 24-Inch FM along NW 170 St from NW 82 Ave to NW 75 PI. The scope of the project was based on the need for the Miami Dade Water and Sewer Department(WASD) to improve the wastewater collection and transmission system (WCTS) capabilities by installing a 24-inch force main in an area of unincorporated Miami-Dade County along NW 170th St. Mr. Fernandez was directly responsible for all coordination efforts between WASD, local municipalities, and permitting agencies.The route of this new 24-Inch force main crosses the FDOT highway 1-75 and MD-RER's Peter Pikes Canal where special design conditions were made in order to satisfy both of these governing regulatory agencies. The trenchless construction method of micro-tunneling was chosen to cross the 1-75 highway with sufficient depth and separations as required by FDOT.An open-cut design was chosen to cross the canal while providing sufficient depth, separations, and canal embankment stabilization as required by MD-RER. Services provided by Mr. Fernandez included, but were not limited to design, permitting, cost estimating, preparation of technical specifications, utility coordination, site inspections, scheduling, coordination with the WASD Sewer Operations, limited procurement and construction support services. BODR FOR THE REHABILITATION/REPLACEMENT OF 2.5 MILES OF 48-INCH PCCP FM ALONG BISCAYNE CANAL — ENGINEER OF RECORD—MIAMI-DADE COUNTY,FL Mr. Ballesteros was the Engineer of Record for the preparation of a Basis of Design Report (BODR) for the Rehabilitation/ Replacement of 2.5 Miles of 48-inch PCCP FM along Biscayne Canal between NW 57th Avenue and 32nd Avenue. This project required WASD to rehabilitate or replace the 48-inch FM due to the lack of structural integrity. 300 Engineering provided engineering services for the development of a detailed BODR for the replacement of this critical force main. The estimated construction cost is$22.5 M.As EOR,Mr.Ballesteros was responsible for Identification of preliminary pipe layouts for field evaluation,Base map development,Detailed route analysis and selection,Material selection and OPC. 48-INCH FORCE MAIN INTERCONNECT IN THE CENTRAL EAST AREA(DOWNTOWN MIAMI)—SENIOR PROFESSIONAL ENGINEER—MIAMI-DADE COUNTY,FL As Senior Professional Engineer,Mr.Ballesteros provided included identify Municipal jurisdictions,identify existing or required Right-of-Way,identify the points of connection of the proposed force main,determine its size(48-Inch)and determine the best route for the proposed force main in terms of constructability,to prepare an opinion of probable cost of the selected route, to determine a list of required permits,and to prepare a preliminary project schedule for 7,300 feet of 48-inch Water main in the Miami Downtown area. Performed utility coordination including requesting a design ticket through Sunshine State One Call of Florida, obtaining utility as-builts for the project area, field reconnaissance, cost estimating, scheduling, and report writing. Prepared preliminary conceptual drawings showing all the utilities information and the proposed route on an aerial photograph. 191 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB /I r, 4.3 - EXPANDED KEY PERSONNEL RESUMES A-r , , OVERVIEW: ry V Mr.Mathews has over 40 years of experience in the fields of water supply, / - treatment, distribution &sewer collection, having acquired expertise and ' knowledge in the areas of administration, management, & supervision of pipeline construction and maintenance. He has been involved in various pilot - - projects and efficiency improvement programs, assisting in the development of Daniel T Mathews, ENV SP long-range and short-range planning. During his career, he has coordinated many major emergency projects, including pre-disaster preparedness and recovery efforts.During his previous roles as Chief and Assistant Superintendent for Miami- KEY QUALIFICATIONS Dade Water & Sewer Department Water Transmission and Distribution Division, he oversaw daily operations of the Division including: System Improvement & Relocation Section, Maintenance & Repair Section, Service Section, Support & Accountability Section, Data Management Unit, and Administration. Responsible for budgeting for the entire division including operation and maintenance along with numerous capital projects. RELEVANT EXPERIENCE: WASD'S 16-INCH WATER MAIN ALONG NW 36TH STREET FROM CURTIS PARKWAY TO NW 42ND AVE NORTH OF MIAMI INTERNATIONAL AIRPORT - • TECHNICAL ADVISOR—MIAMI-DADE COUNTY,FL • Mr. Mathews served as Technical Advisor for the replacement of an undersized 8-inch Cast Iron (CI) Water Main with a new 16-inch Ductile Iron (DI) Water Main. • As part of the Agreement with the City of Miami Springs, the Miami Dade Water and Sewer Department (WASD) was required to upgrade the water system to increase water pressure and provide optimum fire flow protection. The 8,900 LF water main ran along NW 36th Street from Curtis Parkway to NW 42nd Ave (N. Lejeune Rd). Services provided by the design team included, but were not limited 'i`s14:- .Su c7-Pst to:design,permitting,cost estimating,preparation of technical specifications,utility ° 1-30` °° w"iel yam° ° 9 ftelcoordination, site inspections, scheduling, coordination with stakeholder Miami- "`p'io-" °0 Dade Aviation Department(MDAD),Cityof Miami Springs,FDOT,procurement and • ° (G.EID p ( ) o Flan. Depart ent d construction support services. Transportation MaintenanceC? .tL Traffic®nurse sa BAYSHORE PARK WATER MAIN AND FORCE MAIN REPLACEMENT - .Certified Competent)i u ENGINEERING AND DESIGN SERVICES - TECHNICAL ADVISOR - MIAMI Sheeting and Shoring 0 BEACH,FL °' Mr. Mathews is the Technical Advisor for the engineering, design, permitting, bid S . CERTIFICATIONS/AWARDS :� support and engineering services during construction for the replacement of a • Water Distribution System operator- 20-inch water main and 30-inch force main within the Bayshore Park project area. _ ,Level 1 300 Engineering developed and implemented an expedited project schedule in ( :'-\\C�1ass"A'C.D.L..Driver Licet se'with close coordination with the City to comply with the sensitive timeline, under this ."Tanker Endorsement., • r; project 300 Engineering was able to develop 90%design drawings and technical ,FSAWWA.(FlondaSection-American •ksAss•-atio specifications for the replacement of approximately 850 LF of 30-inch force main el-Wo�,� n) . and 1200 LF of 20-inch water main within 8 weeks.Moreover,permits were obtained P .'' 4 !riiv er Pollution; cl2 . ;,a:-.ssociati ,- in less than 90 days,with the water main extension being approved in 24 hours. 'Control".._ J �ny,— W-2 WATER BOOSTER PUMP STATION REHABILITATION - SENIOR S O PERIENCE'-.:';•‘r 4 CONSTRUCTABILITY AND O&M OA/OC'REVIEWS - ENGINEER OF RECORD - `t35years' `' -• '` _ 1 MIAMI BEACH,FL ��" i Mr. Mathews is the Senior Constructability and O&M QA/QC Reviewer for the if .Ir ''k: engineering, design, permitting, bid support and engineering services during _ construction for the W-2 Water Booster PumpStation Rehabilitation project.This r j P 1 1 ` , L � ,f .4'? -/V.-: •' ��7 Llllrr DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • •® o Eu O o RELEVANT EXPERIENCE - continued: • booster pump station supplies drinking water to the north section of the City from two(2)215 MG tanks.The project includes: replacement and relocation of process piping and isolation valves(ranging from 12-inch to 24-inch in diameter), installation of new intake/discharge 24-inch water main,installation of new three(3)-ton crane and trolley system,structural modification of the pump station building, replacement of three (3) pump and motors, installation of a temporary skid mounted by-pass pump system to be used during construction, hardening and resiliency upgrades (accessibility upgrades,flood and impact protection of the openings of the pump station building and electrical building,upgrades of the ventilation and air conditioning system to comply with current building codes and replacement of on-site generator). INSTALLATION OF 36-INCH DI FORCE MAIN IN NW 107TH AVE FROM NW 7TH ST TO NW 25TH ST — TECHNICAL ADVISOR—DORAL,FL The Installation of a 36-inch Diameter Sanitary Sewer Force Main project consists on the construction of approximately 8,000 linear feet of 36-inch Ductile Iron Pipe(DI)sewer force main in the Central West Area,within the City of Doral.The proposed sanitary sewer force main is intended to replace an existing 24-inch force main as a method to reduce pressures and increase capacities for future developments in the area.The proposed project route starts south of NW 7th Street(Fontainebleau Blvd) and NW 107th Ave where it connects to an existing 36-Inch diameter force main,then running North along•NW 107th Ave from NW 7th Street(Fontainebleau Blvd)crossing under a CSX owned railroad,to NW 25th Street,where it will connect to 20-Inch and 24-inch diameter force mains. CSX crossing includes a 36-inch diameter sewer force main carrier pipe with a 54-inch steel casing under an active(CSX)railway. INSTALLATION OF 36-INCH WATER MAIN ALONG NW 106TH — OA/OC AND CONSTRUCTABILITY REVIEWS— MIAMI- DADE COUNTY,FL QA/QC and Constructability Reviews for the design of a 36-inch Ductile Iron(DI)Main required by the Miami Dade Water and Sewer Department to improve water transmission system redundancy and increase system pressure around Medley, Doral, Miami Lakes,Hialeah'and Hialeah Gardens.The 10,500 LF water main runs along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive,within the Town of Medley. The project involved the design of approximately 300 LF of 54-Inch Steel Casing installed via micro-tunneling crossing Florida East Coast (FEC) Railway. The project also involved approximately 70 LF of subaqueous canal crossing WATER DISTRIBUTION SYSTEM ASSESSMENT AND OPTIMIZATION—O&M EXPERT—CITY OF OPA-LOCKA,FL Mr. Mathews role under this project was as O&M Expert for the assessment and optimization of the City of Opa-Locka water distribution system. The City's aging infrastructure experiences a high quantity of unaccounted-for water losses and system failures. In addition,the City was in need of bringing their operations into compliance with the Florida Department of Environmental Protection(FDEP)and the Florida Department of Health(FDOH).As a Level 1 Certified Water Distribution System Operator, Mr. Mathews provided on-call and on-site technical advising for compliance with FDEP and FDOH regulations and • requirements in water main emergency scenarios that require reporting to FDOH. WASD WATER TRANSMISSION&DISTRIBUTION DIVISION—DIVISION CHIEF—MIAMI-DADE COUNTY,FL As Division Chief, Mr. Mathews was responsible for supervise, coordinate, and plan numerous tasks and projects within the Water Distribution Division including both new construction and maintenance. Responsible for long range planning and budgeting of future projects regarding water and sewer pipeline construction projects.Ensured that the departmental policies and procedures are followed.Assisted in the ordering of equipment and materials that are needed to maintain the distribution system. Responsible for the coordination of various road projects with State, County and other entities that needed WASD utilities relocated or adjusted to complete their work. 193 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 01 F„ , , 4.3 - EXPANDED KEY PERSONNEL RESUMES Aff...nt , Y= OVERVIEW: Mr. Fernandez has nine(9)years of work experience in civil engineering. tiiiin5 This experience carries across the fields of infrastructure engineering, WI , project management,design,construction management,CAD,GIS,water and sewer systems, land development, storm water and drainage, roadways, utility coordination,cost estimates,scheduling,QA/OC,proposal preparation,field Nicholas J.Fernandez,PE inspections,permitting,project procurement and MOT. Mr.Fernandez has worked as a project manager various pipeline projects ranging from 4-Inch to 60-Inch in size. In addition,he worked for the Consent Decree(CD)PMCM program overseeing the KEY QUALIFICATIONS design of over 40 pump stations and 50 pipeline projects, served as the project manager for the preparation of the Design Build Criteria Package (DBCP) for the Water Mains Replacement and serve conversion within the South Miami Heights (SMH) and North. Miami Beach (NMB) Areas. He is also the Design Manager for WASD's Design-Build 36-Inch FM along NW 107th Av. Mr. Fernandez has in-depth experience in design and management of water and wastewater pipeline projects, including the installation of several miles of gravity sewers. RELEVANT EXPERIENCE: NEW GRAVITY SYSTEM WITHIN BASIN 1264— PROJECT MANAGER— MIAMI- DADE COUNTY,FL Mr.Fernandez serves as the Project Manager for the design services of a new gravity sewer network for WASD's Basin 1264. The project is located at unincorporated ' Miami-Dade County delimited by railroad tracks north of NW 74 St., NW 27 Ave, NW 71 St. as well as NW 67th St, and NW 35th Ave This new basin will eliminate over 180 septic tanks in the project area. The project proposes the installation of approximately 12,300 LF of gravity sewers and 1,300 LF of 8-inch FM within Basin r•' ,: • :• 1264—Project S-3 of the Green Tech Corridor.In addition,the project also proposes ?.: '""• `"'0`' "' ' ' the installation approximately 11,060 LF of 12-inch water main to provide adequate ''''�'' `t't'"" ' '" '' ' ' ' distribution and fire protection service to the area. ivlrt rn,�a %)l' WASTEWATER & WATER SYSTEM IMPROVEMENTS WITHIN BASIN 0107 — CERTIFICATIONS/A A-DS PROJECT MANAGER—MIAMI-DADE COUNTY,FL o Professional Engineer(P- o ida Mr. Fernandez serves as the Project Manager for the design services of a new .-0 - NASS@®,PACP,'lag?,MAC.P gravity sewer network, new pump. station discharge force main, and water • FD,OT MOT Advanced Cer ification distribution pipeline improvements within WASD's Basin 0107.The project is located at unincorporated Miami-Dade County delimited by NW 78th St on the North, NW YEARS OF EXPERIENCE 75th St on the South,NW 10th Ave on the East,and NW 22nd Ave on the West.The 9 years w.q upgraded basin will eliminate over 65 septic tanks and replace existing undersized , - • ''.• 'C:: infrastructure, in order to provide service to residential unsewered properties, as F7' - __ well as address the projected wastewater flows associated to future commercial and industrial developments.The project proposes the installation of approximately _ ); ; p - 6,700 LF of 18 and 8-inch gravity sewers, and 70 LF of 12-inch force main within ! ++�r , `� r `t - Basin 0107. In addition;the project also proposes the installation of approximately , `) } `• 7,700 LF of 12 and 8-inch water mains to provide adequate distribution and fire � ' _ �1•:"• i protection service to the area. , '"`' A DESIGN BUILD FOR THE INSTALLATION OF A 36-INCH FORCE MAIN WITH , � .x" ,1 544NCH MICRO-TUNNEL ALONG NW 107 AVE FROM 7TH ST TO 25TH ST — , -:. 1 • DESIGN MANAGER—CITY OF DORAL,FL Mr. Fernandez is the Design Manager for the installation of a 36-inch Diameter Sanitary Sewer Force Main project consists on the construction of approximately _ , ,` r il 8,000 linear feet of 36-inch Ductile Iron Pipe (DI) sewer force main in the Central R _ .� '' ' West Area,within the Ci of Doral.The proposed sanitary sewer force main is - ' :.i � ty :y�lv • DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • •® o 000 RELEVANT EXPERIENCE - continued: intended to replace an existing 24-inch force main as a method to reduce pressures and increase capacities for future developments in the area.The proposed project route starts south of NW 7th Street(Fontainebleau Blvd)and NW 107th Ave where it connects to an existing 36-Inch diameter force main,then running North along NW 107th Ave from NW 7th Street (Fontainebleau Blvd) crossing under a CSX owned railroad,to NW 25th Street,where it will connect to 20-Inch and 24-Inch diameter force mains. CSX crossing includes a 36-Inch diameter sewer force main carrier pipe with a 54-Inch steel casing under an active(CSX)railway. GRAVITY SYSTEM EXTENSION WITHIN BASIN 1204—PROJECT MANAGER—MIAMI-DADE COUNTY,FL Mr.Fernandez is the Project Manager for the design services of a gravity sewer extension for WASD's Basin 1204 to be able to expand the sanitary sewer services to commercial and industrial sites.The project is located along NW 79th St.from NW 11th Ct.to NW 7th Ave. The proposed gravity sewer consists of installing approximately 2,400 linear feet of 8-inch polyvinyl chloride (PVC) pipe that will eliminate over 29 septic tanks in the project area. In addition, the project also proposes the installation of approximately 2650 linear of a 12-inch ductile iron (DI)water main to enhance water distribution in the areas where sewer improvements are planned. FORCE MAIN REPLACEMENT WITHIN BASIN 0491—PROJECT MANAGER—MIAMI-DADE COUNTY,FL Mr. Fernandez is the Project manager for the design services of a force main system replacement for WASD's Basin 0491. The project is located along Collins Avenue and Golden Beach Drive from Terracina Avenue until Navona Avenue.This force main will replace an existing 8-inch cast iron (CI)force main (FM) which has reached the end of its useful service life. The proposed replacement consists of installing approximately 7,170 linear feet of existing 8-inch CI FM from Pump Station (PS) 0491 and then south to manhole(MH)0137 with a new 10-inch 6-inch polyvinyl chloride(PVC)FM.The proposed replacement will reduce pressures and improve the capacity system for future developments. 24-INCH FORCE MAIN NW 170TH STREET SANITARY FORCE MAIN IMPROVEMENTS—PROJECT MANAGER— MIAMI- DADE COUNTY,FL Mr. Fernandez was the Project Manager for the installation of 2,500 LF of 24-Inch FM along NW 170 St from NW 82 Ave to NW 75 Pl. The scope of the project was based on the need for the Miami.Dade Water and Sewer Department (WASD) to improve the wastewater collection and transmission system (WCTS) capabilities by installing a 24-inch force main in an area of unincorporated Miami-Dade County along NW 170th St. Mr. Fernandez was directly responsible for all coordination efforts between WASD, local municipalities, and permitting agencies.The route of this new 24-Inch force main crosses the FDOT highway 1-75 and MD-RER's Peter Pikes Canal where special design conditions were made in order to satisfy both of these governing regulatory agencies. The trenchless construction method of micro-tunneling was chosen to cross the 1-75 highway with sufficient depth and separations as required by FDOT.An open-cut design was chosen to cross the canal while providing sufficient depth, separations, and canal embankment stabilization as required by MD-RER. Services provided by Mr. Fernandez included, but were not limited to design, permitting, cost estimating, preparation of technical specifications, utility coordination, site inspections, scheduling, coordination with the WASD Sewer Operations, limited procurement and construction support services. 36-INCH WATER MAIN ALONG NW 106TH STREET FROM NW 107TH AVENUE TO THE INTERSECTION OF NW 87TH AVENUE/NW SOUTH RIVER DRIVE—PROJECT MANAGER—MIAMI-DADE COUNTY,FL Project Manager for the replacement of the design of a 36-inch Ductile Iron (DI) Main. The Miami Dade Water and Sewer Department is required to upgrade the water system to increase water pressure and provide optimum fire flow protection. The 11,000 LF water main will run along NW 106th Street from NW 107th Ave to the Intersection of NW 87th Avenue and NW South River Drive,within the Town of Medley. 195 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /1 4.3 - EXPANDED KEY PERSONNEL RESUMES ' ir • OVERVIEW: y;J Mr.Lovett is a wastewater collection and transmission systems expert and experienced project manager,including system Operations&Maintenance -1 — (O&M), Infiltration/Inflow (CCTV, Smoke Testing, Manhole Inspection, etc.), Flow/Rain/Groundwater monitoring, Capacity, management Operations & Maintenance (CMOM), Construction, and Electromagnetic Inspections. He has Rod Lovett experience in sanitary sewer main operations, trenchless technologies and the successful implementation of Infiltration/Inflow (I/I) improvement programs which resulted in a reduction of over 125 million gallons per day in the conveyance and KEY QUALIFICATIONS treatment of wastewater for Miami-Dade County.Mr. Lovett served for over twenty- three (23)years as the Chief for the Miami-Dade County's Wastewater Collection and Transmission Line Division(WCTLD)managing all facets of the I/I Program and construction/repair/rehabilitation/maintenance of over 6,000 miles gravity man collection system and over 900 miles of force mains. He is fully familiarized with OSHA construction safety regulations. RELEVANT EXPERIENCE: WASD'S WASTEWATER COLLECTION AND TRANSMISSION LINE DIVISION (WCTLD)—DIVISION CHIEF—MIAMI-DADE COUNTY,FL He was in charge of the wastewater collection system, including system O&M, I/I (CCTV, Smoke Testing, Manhole Inspection, etc.), Flow/Rain/Groundwater monitoring & analysis, Capacity, Management Operations & Maintenance (CMOM), Construction, and Electromagnetic Inspections. He was responsible for the operations, maintenance, planning, analysis, design and construction implementation of Miami-Dade's I/I Program which resulted in a reduction of over 125 MGD (Million Gallons per Day) in the wastewater conveyance and treatment , systems. This represents a cost avoidance of almost$2 Billion in a 20-year span.Mr. '..,,.,, •,.*:.,,;,.)•, :, ,,,ry.r Lovett managed all facets of the I/l program-and construction/repair/rehabilitation/ !r`,;INA'2V'c.::1 ln`}`_m6r1) maintenance of over 6,000 miles gravity collection system and over 900 miles of t) ;JAiJrti;,ti1.7 rx.iitibiicai+y force mains. In addition, he was responsible for the following Sections as Chief of liClllrtg the Division: EDUCATION: Fcz I/I Section:Over 90 I/I personnel total;13 CCTVs screws,including 13 CCTV trucks kg Mia,Underground,aingiutadtEi and 13 vacuum-jet trucks; flow monitoring crews with over 200 flow meters; 9 and Tunneling,Golor,ado Saelool CQ pipeline repairs crews;6 CCTV video evaluation personnel;6 gravity main cleaning Mines;Golden,Co.(On Going) crews;4 lateral investigation crews;-and 6 grouting crews. • MS,Mining and Earth Maintenance and Repairs Section:Over 100 maintenance/repairs personnel total;9 Engineering Colorado Schooled Mines Golden Co. pipeline repairs crews;3 manhole repair crews;6 trouble and investigation crews; _ , ,CivilEngineering,Florida+, , , - and 4 lateral investigation crews. I itr ternational University,Mali,FL " Administrative Section:included a total of 15 administration staff. $200MM INFILTRATION/EXFILTRATION/INFLOW (I/E/I) IMPROVEMENT ?'C)=R14FIIGATI Q S% ' ,ARDS.. o • .� _ L UV F( 1990- .: PROGRAM—I/I SPECIALIST—MIAMI-DADS COUNTY,FL The Miami-Dade's Sanitary. Sewer I/E/I Program's goal was to significantly reduce 1 a `'ii , the amount of flow entering the wastewater collection/treatment system. The CS OF:EXPERIENCE •-a,: ,» program provided sufficient system capacity to meet growth requirement for land rs �. ,' , rir 4 development,maximized the utilization of local businesses,and provided increased ; `'- .--• i ` i. •) opportunities for minorityparticipation in County's contracts. Theprogram was , . , • '• 1---,.;) p ty' -� monitored by both state and federal agencies to determine compliance with - r ; ;', r negotiated contracts with Miami-Dade. As a result of a federal consent order filed 41.. __ against Miami Dade County in 1992, It Mr. Lovett's responsibility was to develop �I 'r :,, :N /lil ) and implement a comprehensive Sanitary Sewer Evaluation Survey (SSES). This _ ` � program required Miami-Dade to perform a complete an SSES on 100% of the 4 I ,y ,, collection system. , r .'c- DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • 0® D E O0 RELEVANT EXPERIENCE - continued: As most of the close circuit tv (CCTV) inspection, smoke testing, and manhole inspection was completed in house, it was necessary to quickly develop an inspection protocol and hire,train and deploy personnel. Mr. Lovett led the development of an inspection and evaluation protocol which was then recognized as the standard for I/I programs, and the basis of the standard later developed by the National Association for Sewer Service Companies(NASSCO).The initial program required by the consent order was completed in 2002 resulting in a total I/I correction of almost 98 MGDs. A similar I/I program continues as required by Miami Dade County's Volume Sewer Customer Ordinance and as of 2016, the total I/I correction was over 125 MGDs. $215MM PUMP STATION IMPROVEMENT PROGRAM (PSIP) MIAMI DADE COUNTY - PROGRAM, I/I, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES-I/I OPERATIONS EXPERT-MIAMI-DADE COUNTY,FL Miami-Dade's I/I Operations Expert for the upgrade of the Wastewater Collection and Transmission System(WCTS) including pump stations (113) and force mains (34) pursuant to which each pump station must be certified as capable of meeting a nominal average pump operating time (NAPOT) of less than or equal to 10 hours per day. The program aims to bring into compliance 113 sewage pump stations that do not comply with the NAPOT and Peak Flow Criterion.This program is comprised of four main phases:1)Planning and Engineering which includes the basis of design report development for pump station and force main projects;2)Design Management of 8 Design Consultants;3)Construction Management of multiple pump station and force main contractors through the County's MCC 7040 procurement method;and,4)Infiltration and Inflow Management which includes the management of 4 different contractors for Manhole,Sanitary Sewer Evaluation Survey (SSES), CIPP, and Dig and Replace(D&R)contracts. $1.9B USEPA CONSENT DECREE MIAMI DADE COUNTY- PROGRAM, I/I, DESIGN & CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES-I/I OPERATIONS EXPERT-MIAMI-DADE COUNTY,FL Miami-Dade's I/i Operations Expert for the Program which included gravity sewer system, pump stations and wastewater treatment plants. The Program included Program, I/l. Design, and Construction Management Services related to the Wastewater System Priority Projects, including Miami-Dade's third Consent Decree with the United States Environmental Protection Agency(USEPA). The sewer system included a total of fifty-two (52)Force Mains and forty-one(41) Pump Station projects,responsible for the I/I and engineering(including hydraulic modeling),design and construction of these projects. $6oMM NEEDS ASSESSMENT PROGRAM(NAP)/NEIGHBORHOOD IMPROVEMENT-OPERATIONS MANAGER-MIAMI- DADE COUNTY,FL Miami-Dade's Operations Manager for the water and sewer infrastructure improvement program to identify, plan, design, and construct water and sewer utilities within areas of special needs with the goal of stimulating the economy.The program included 40 separate water and sewer projects involving design and construction of 17,815 linear feet of pressurized sewer force main from 4-Inch to 12-Inch diameter;91,451 linear feet of 8-Inch to 16-Inch pressurized water main; 39,000 linear feet of 8-Inch gravity sewer from 8-Inch to 12-Inch;and 6 pump stations. $17M COMPREHENSIVE LATERAL INVESTIGATION PROGRAM (CLIP)- PROJECT MANAGER- MIAMI-DADE COUNTY, FLORIDA-PROJECT MANAGER FOR BODR DEVELOPMENT-MIAMI-DADE COUNTY,FL Project Manager for this two-year, $17 million pilot program,which evaluated the effectiveness and costs of repairing public and private sewer laterals to reduce wastewater peak flows during rain event.A total of 6,972 work orders were issued with 6,312 laterals inspected and tested,and 1,222 laterals repaired. From the 52 basins selected In addition,the SCADA system was utilized to estimate the pre-mainline repair,pre-CLIP and post-CLIP flows and determine the effectiveness of testing and replacing sewer laterals. 197 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 /I 4.3 - EXPANDED KEY PERSONNEL RESUMES ;' ` 4r-r, ,. _ C X i!' ti'' 1 4 OVERVIEW: . - Gil Garcia has over thirty-three (33) years of experience in: Design, L\/ Construction, Project Management, Construction Management of water, and sewer collection and transmission systems; lift stations, boosters, Master stations; large diameter pipelines; wastewater treatment plants; among others. Mr.Garcia has substantial experience on multiple project delivery methods TEAM LEAD such as:DBB,D/B,CM at Risk,IPD,and PPP.Mr.Garcia is an expert in geotechnical Gil Garcia,CGC,CCM engineering, underground construction and trenchless technologies, including Micro-tunneling and Horizontal Directional Drilling (HDD). He also possesses KEY QUALIFICATIONS extensive experience on constructability reviews, value engineering, cost estimating,project scheduling,procurement,and operation and maintenance. RELEVANT EXPERIENCE: PIPELINE SUBAQUEOUS CANAL CROSSING REPLACEMENT ALONG FLAMINGO WATERWAY-TECHNICAL ADVISOR-MIAMI BEACH,FL Mr. Garcia serves as Technical Advisor for the engineering, design, permitting, bid support and engineering services during construction for the installation of two 30-inch FM subaqueous canal crossing under the Flamingo Waterway. 300 Engineering performed an engineering assessment to determine the best replacement method and the alignment of the proposed pipes. It was determined that a Horizontal Directional Drill(HDD)was the most adequate solution,the pipes will be installed centered along the bridge alignment, at least 12-feet below the piers. In addition,system reliability has been increased by the installation of a new pipe interconnection that allows switching flows from one force main to the other, . without the need of service interruptions in case of pipe failure. $1.9B USEPA CONSENT DECREE MIAMI DADE COUNTY-PROGRAM,DESIGN& °• '' ` CONSTRUCTION MANAGEMENT AND SUPPORT SERVICES-CONSTRUCTION '•' ' -ii' Jr, „All ''''IN i '10'''1 MANAGER-MIAMI-DADE COUNTY,FL wlk..'rr.uirt�,;4a1r3Ftyis ,�5l't�,al. Construction Manager related to the Wastewater System's Priority Projects, included in WASD's third Consent Decree with the United States Environmental CERTIFICATIONS/AWA' D S Protection Agency (USEPA) which includes projects related to Wastewater Occupational Safety Treatment plants (WWTP) and to the Water Collection and Transmission Systems Administrtion(OSHA) (WCTS). Mr. Garcia is a Construction Manager for the WCTS and WWTP priority • _General Contractor l m-—ate- - projects, including improvements to pump stations, gravity lines,force mains and of Florida • Certificate on _Construction wastewater treatment facilities. One of the most notable projects is the upgrades Management(CCM) of PS 0187,which included the replacement of four(4)450 pumps& motors, new }, electrical equipment, replacement of on-site generator, replacement of plug and • - H:' control valves.Mr.Garcia also led the system integration and commissioning of this s..Y A�#S OF EXPERIENCE �, " °\ears major pump station. _, `. PORT OF MIAMI TUNNEL - CONSTRUCTION MANAGER - MIAMI-DADE 17 `''4r ',A COUNTY,FL " ': 'pli N'>•' ,..p` - Construction of 4,100 LF of 40.8 ft diameter transportation tunnels under the Port 1j ;, "1,;, „,`, B, ,r` • ± ,.ter, of Miami.This project required extensive.inter-disciplinary engineering knowledge t,.1 i'" '.•>� and experience on Civil, Mining, Electrical, Mechanical, and System integration. • r Some of Mr. Garcia's responsibilities included assisting the contractor to properly Nef-`' .,_. "�'t install equipment such as:auger screw,conveyor belt,electric VFD motors,sensors, . i 11' - gauges, hydraulic, ventilation, fire suppression, closed-circuit safety monitoring, -- r and soil conditioning dosing systems. Mr. Garcia provided oversight to the pre- commissioning and testing which were performed at the factory,as well as the full �, _J r lV DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAS 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • •® D ® ©O RELEVANT EXPERIENCE - continued: commissioning which was performed on-site.Of significant importance,Mr.Garcia implemented and enforced the PMP which included: Safety Management, Change Management, Quality Control, and Risk Assessment Plans. Some of his daily tasks included holding progress and coordination meetings with contractor,project manager,owner,and other stakeholders. CHIMALHUACAN TUNNEL—CONAGUA—PROJECT DIRECTOR—MEXICO CITY Mr.Garcia directed the construction of about 11,875 ft.of 21-ft. dia. CSO tunnel and the rehabilitation of 250 CFS CSO Pump Stations. This project required close coordination with the design, procurement, and start-up of a 250 t self-climbing crane, a 200-t gantry crane, a TBM, high voltage power supply, step-down transformers, safety monitoring equipment,ventilation, and system integration. Mr. Garcia's responsibilities included management of administrative, accounting, scheduling, and operations personnel,coordination with subcontractors and owner procured equipment. WESTERN WATER MAIN AND BOOSTER STATION—CONSTRUCTION MANAGER—ECCV DISTRICT,DENVER,CO Mr. Garcia provided construction management for the installation of about 73,000 ft. of 54,48, and 36 in. dia.welded steel pipe 1,250 ft. of 48 in. HDD, a cathodic protection station, and a 25 MGD in-line booster station scheduled for completion on 8 months.Some of his responsibilities on this project were: inspection, QA/QC, RFI's,shop drawings, progress schedule, pay requests, management of 3 contractors working side-by-side, and the recommendation to the Owner to implement an incentive bonus based on the number of change orders and early completion schedule. IMPROVEMENT OF THE WATER DISTRIBUTION SYSTEM—CONSTRUCTION MANAGER—CITY OF MIRAMAR,FL Mr.Garcia was responsible for the inspection during the construction of approximately 44,000 feet of 6-inch diameter water distribution system including 500 feet of HDD. In addition, assisted and guided the SBE Contractor in the preparation of submittals,shop drawings,RFIs,safety recommendations,and miscellaneous tasks. SEWER INTERCEPTOR REPLACEMENT(PHASE 1B)—SR.FIELD ENGINEER—SAN JOSE,CA Mr.Garcia worked as a Sr. Field Engineer for the design, manufacture,systems integration, packing and shipping,assembly, testing, pre-commissioning, operation and maintenance, and construction of 2,140 ft. of 84 in. dia. gravity interceptor that connected on one end to an existing pre-screening and structure and on the opposite end to the headworks of San Jose- Santa Clara Regional Wastewater Treatment Plant. NORTH DISTRICT TRANSMISSION SYSTEM IMPROVEMENTS—DIRECTOR OF ENGINEERING—MIAMI-DADE COUNTY,FL Mr. Garcia prepared the conceptual design, preliminary estimate, and performed the value engineering and constructability review for a proposed 21,000 ft.of 48 in.dia.force main from Master Pump Station 306 to the intersection of NW 2nd Avenue and 163rd Street. WASD'S PUMP STATION 301—DIRECTOR OF ENGINEERING—MIAMI-DADE COUNTY,FL Mr. Garcia inspected the existing mechanical, medium and low voltage electrical systems,instrumentation,controls,SCADA, and structural conditions of the station and provided recommendations to increase is pumping capacity to manage the projected wastewater flows into the North District Wastewater Treatment Plant. SOUTHEAST SEWER COLLECTION SYSTEM—SR.PROJECT MANAGER—YORK AND DURHAM REGIONS,CANADA Mr. Garcia was the Sr. Project Manager for 49,000 ft. and 13.82 ft. dia. CSO interceptor which connected to a pre-treatment structure before it entered the wastewater treatment facility. Mr. Garcia provided a constructability review of the project and oversaw the project which had a very short completion schedule.The project included the procurement of 4 TBM, and the fabrication of concrete segments plus ordering custom-made structures and equipment which had a long-lead delivery schedule. TREN URBANO RIO PIEDRAS—RESIDENT TUNNEL ENGINEER—SAN JUAN,PUERTO RICO Design and construction of 6,000 feet subway that included: 2 open- cut ramps, 4 NATM tunnels, 15- 10'x10' stack drifts tunnels,and underground station,2-1,570 feet and 20.3-foot diameter tunnels,and replacement of the water distribution and sewage collection systems within the project area. 199 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 4.3 — EXPANDED KEY PERSONNEL RESUMES OVERVIEW: a Mr. Caneen has over 43 years of contracting experience in tunneling _4111K: and blasting techniques holding Operations and Executive Management positions. His lifetime of working underground has given him a unique understanding of a wide variety of subsurface conditions. He is recognized as an industry leader for Micro tunnel installation in the Country, having received Steve Caneen peer recognition with a lifetime achievement award for microtunnel construction management. Mr. Caneen serves as 300 Engineering's technical advisor for trenchless installations. KEY QUALIFICATIONS Mr.Caneen has successfully completed the installation of over 180,000 LF of pipeline via micro tunneling up to 120-Inches,including tunneling in highly congested areas. As President of one of the nation's original microtunneling specialty contractors, Mr. Caneen was directly involved with all equipment selection, design and modification; employee safety and training; project assessment and estimating; contract negotiation; project management including establishment of budget and schedule. In addition to slurry microtunneling, Mr. Caneen has experience with other trenchless construction methods including conventional utility tunneling, auger boring,guided boring,horizontal directional drilling and a number of support of excavation methods used for vertical shaft construction. RELEVANT EXPERIENCE: MULTIPLE MICRO-TUNNELING PROJECTS COMPLETED: • JFK International Airport, NYC NY 8,000 LF 42-Inch RCP taxiway and runway • crossings. • • Salmon Bay Crossing Seattle WA 1,500 LF 38-Inch Steel. Two drives at+30% :, ',+li•„ ;--' `'' 'r�'''' r' grade. • Duwamish River Crossing Seattle WA 120-Inch RCP 100 feet deep. • Union Sanitary Sewer Freemont CA 8,000 LF 36-Inch Hobas FRPM. EDUGA ION: • City of Houston TX Sewer 3,000 LF 24-Inch VCP. 01,-91RIMT college Cii A•pl eo argi Tchnolog, MUM�:plume • Nimitz Highway Honolulu HI 3,000 LF 54-Inch RCP: • pile Technology • Miami International Airport Miami FL 2,5.00 LF 30-Inch Steel taxiway and runway utility crossings. • City of Houston Sewer TX 7,600 LF 20-Inch VCRYEARS OF EXPERIEN• CE 43 years • City of Fortaleza,Brazil 5,400 LF 30-Inch RCR • City of Orlando FL 5,000 LF 36-Inch Hobas FRPM pressure pipe. • Water and Sewer Miami Dade FL 1,300 LF 38-Inch Steel CMAR. � 4 • Point West Commerce.Miami Dade FL 1,000 LF 30-Inch Steel. • Miami International Airport Miami FL 1,000 LF 30-Inch Steel. r a • City of Warren OH 450 LF 42-Inch Steel raw water intake with underwater A` r;...' recovery of MTBM. ° • • City of Lincoln NB 750 LF 78-Inch Hobas FRPM. �r,r � -*• • �i•�,y� • Baltimore County MD 800 LF 38-Inch Steel. r y • • FDOT Miami FL 740 LF 72-Inch RCP three parallel drives less than one diameter r'+►,4• i..i separation and cover. • `' • }.� • VDOT Springfield VA 3,200 LF 42-Inch Steel. r ^�,-" • Miami International Airport Miami FL 1,200 LF 38-Inch Steel runway crossing. 1. _ ' ' • FDOT Broward County FL 630 LF 88-Inch Steel 195 crossing design-build. r' r DocuSign Envelope ID:14F57646-C3B9-4EFF-BE66-714A86DFAFA8 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • 0e © i 000 RELEVANT EXPERIENCE - continued: • Orlando International Airport Orlando FL 1,660 LF 30-Inch steel taxiway crossing. • Potomac Yard Alexandria VA 8,000 LF 30-Inch VCP Project of the Year design-build. • City of Baltimore MD 500 LF 30-Inch Polycrete pipe. • FDOT Tampa FL 700 LF 60-Inch Polycrete pipe. • City of Baltimore MD 1,650 LF 24-Inch VCR • Arlington National Cemetery VA 600 LF 48-Inch RCP. • City of Orlando FL 1,300 LF 66-Inch steel. • City of Atlanta GA 6,000 LF 24-Inch-36-Inch VCP design-build. • VDOT Alexandria VA 1,000 LF 42-Inch VCP design-build. • Hillsborough County FL 400 LF 60-Inch steel. • Suffolk County VA 450 LF 42-Inch steel raw water intake with underwater recovery of MTBM. • City of Atlanta GA 1,300 LF 30-Inch VCP. • Arsenal Hill Power Shreveport LA 165 LF 30-Inch steel raw water intake with underwater recovery of MTBM. • City of Cocoa FL 1,000 LF 66-Inch steel. • City of Baton Rouge LA 4,100 LF 10-Inch-18-Inch VCP. • FDOT Tampa FL 1,000 LF 42-Inch-84-Inch RCP. • Tar Heel NC 460 LF 42-Inch steel raw water intake with underwater recovery of MTBM. • Turk Intake Texarkana,AR 180 LF 36-Inch steel raw water intake with underwater recovery of MTBM. • 1595 Improvements Broward County FL 1,000 LF 48-Inch-72-Inch RCP P3. • Lake Rathbun Intake IA 36-Inchsteel raw water intake with underwater recovery of MTBM. • SAWS Intake Anderson SC 225 LF 36-Inch steel raw water intake with underwater recovery of MTBM. • USACE Empire LA 500 LF 42-Inch steel. • US41 Weirs Charlotte County FL 1,200 LF 60-Inch-84-Inch RCP less than one diameter of ground cover. • City of Bossier City LA 250 LF 42-Inch steel raw water intake with underwater recovery of MTBM. • Power Distribution Washington DC 500 LF 84-Inch RCP record 700-foot radius curve using 10-foot pipe CMAR. • FPL Transmission Port St.Lucie FL 600 LF 42-Inch Hobas FRPM. • City of Memphis TN 250 LF 84-Inch RCP raw water intake with underwater recovery of largest MTBM. • Paradise Intake TVA 355 LF 36-Inch steel raw water intake with underwater recovery of MTBM. • FDOT Port St.Lucie FL 700 LF 42-Inch steel. • Lake Hartwell Intake GA 500 LF 42-Inch steel raw water intake with underwater recovery of MTBM. • All Aboard FL Miami FL 250 LF 72-Inch steel. • Woodlawn Intake Smyrna TN 200 LF 36-Inch steel raw water intake with underwater recovery of MTBM. • Duke Energy Orlando FL 650 LF 36-Inch Hobas FRPM CMAR. • Orlando International Airport FL 2,100 LF 38-Inch steel taxiway crossing CMAR. 201 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFAB /11 -- 4.3 - EXPANDED KEY PERSONNEL RESUMES OVERVIEW: Mr. Herrera has 18 years of combined experience in construction �, management and civil engineering design. He has experience in coastal design, land development, utility design, and program management/ owner's representative,for both public and privately held projects.In these roles,Mr. Herrera has been responsible for contract management,sub-consultant/contractor HYDRAULIC MODELING oversight, project scheduling, regulatory compliance and permitting, and design- VICTOR HERREA,PE build management.Mr.Herrera is a Senior Vice President with BCC and serves as the Infrastructure Operations Manager for the firm.He is responsible for management, KEY QUALIFICATIONS profitability,and direction of the firms staff,establishing and monitoring procedures and processes,adherence to corporate and company policies, project contractual terms and quality control procedures. Victor frequently serves as a Project Principal or Project Director for large or significant projects and is responsible for making sure that BCC is providing the appropriate technical resources to assure delivery of quality service and products to our clients on time and within budget. RELEVANT EXPERIENCE: GOLF VILLAGE INFRASTRUCTURE IMPROVEMENTS — PROJECT PRINCIPAL — SUNRISE,FL BCC Engineering is providing water modeling engineering analysis, design, permitting and bidding services for the installation of water mains,force mains and stormwater infrastructure. The Project is located in the City of Sunrise, Broward County and bounded by N. University Drive (State Road), to the west by N Pine Island Road (County Road), to the south by SW 20th CT and to the north by NW • '• I:; ; 29th Street. The improvements involve design of water mains replacements of :, aging 6-inch to 12-inch PVC and asbestos pipes, upsizing existing 2-inch through i ,,6„4;,,,, ;,I, : ,rr;�,,I;:cle 4-inch water mains, 6-inch through 10-inch asbestos force main replacement, and c'7Aljoik fi}mj ,ec7uy>>l design of exfiltration trenches to address localized flooding areas.BCC is in charge o urf,g,tr, ,TIMM,Mil of development of the Basis of Design Report to clearly present the decision, o u- o lAta77;No.2840,2 gOall assumption, and design parameters to develop 100% construction documents for 0 Pipe iris G` : s ee t P 0 ess onal the project. BCC will review all existing GIS files,as-builts,topographic survey and (PACP,Florida 06-16991 geotechnical reports; provide utility coordination and evaluate existing conditions utilizing WaterGEMS Model. Prepare permit application package for jurisdictional yEARSCO EXPERIENCE 6 agencies and provide bidding assistance. 18=years-� r3 BONAVENTURE WATER SERVICE LINE AND WATER MAIN REPLACEMENT — PROJECT PRINCIPAL—SUNRISE,FL „ The Project consist of the replacement of approximately 535 water service lines and {-. 4 upsizing the existing 2-inch to 4-inch water mains in the City of Weston within the Bonaventure Community. The project limits are form Saddle Club Rd to SW 5 Way ! F • . __ from SW 169 Terr to Lake Tree Dr The City of Sunrise owns and maintains the public ,t) , _ ,ti water services and public water mains located within this project The project will '`." consist of the installation of new realigned 1-inch water services from the existing R 77+ _A. _ or proposed water mains to the existing water meter, milling and resurfacing of the , .• _ ,, streets,sodding,concrete sidewalk and driveway restoration. • _"N's'b `` ' `' _ ".I SUNRISE SUNSET STRIP FORCE MAIN STUDY FROM LS 118 TO LS 101 —CIVIL y1. ..:, :.,•,'r ENGINEERING PRINCIPAL—SUNRISE,FL �'. . 1 The project involves hydraulic modelingof the existing8-inch to 10-inch force main _I. " -•.,` �!`, P J Y �� � 1 along Sunset Strip for upsizing and flow redirection. Field investigations will be .' :..r ' - , .j performed to locate and open the plug valves for full force main system analysis. _ 'A1 th The project is in the City of Sunrise in Broward County, along Sunset Strip from r Lift Station 118 (located at Sunset Strip and NW 94 Way)to Lift Station 101 (located ( s"4, at Sunset Strip and NW 15 Street). The project area is mostly residential with G,, s -� , some commercial properties.Tasks included data collection,flow monitoring, and , ,,• 1 hydraulic modeling. r'-``S'''` DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 • 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • 006 E F: ©o RELEVANT EXPERIENCE - continued: SUNSET STRIP FORCE MAIN SECTION MODEL CALIBRATION-CIVIL ENGINEERING,PRINCIPAL-SUNRISE,FL BCC Engineering, LLC (BCC) was previously selected to design the replacement work related to the Sunset Strip Force Main, and through a preliminary review of the computer model output, it was determined that more specific monitoring and an additional model simulation was necessary to refine the selection and ensure proper function of the.City's system in conjunction with the improvements. BCC's scope of work includes data collection, model network update,sewer system model calibration and validation,and an evaluation of the existing wastewater system performance. DESIGN-BUILD SERVICES FOR THE INSTALLATION OF A 48-INCH DIAMETER TRANSMISSION MAIN FOR"AREA N"- PROJECT PRINCIPAL-MIAMI-DADE COUNTY,FL Design-Build services for the installation of approximately 8,800 linear feet of 48-inch diameter P.C.C.P.transmission water main along SW 117th Avenue to connect the County's new 36-inch diameter water transmission main project at SW 152nd Street and SW 127th Avenue. The purpose is to enhance Miami-Dade WASD's water service reliability and address water pressure deficiencies in the a County's southern service area. BCC's scope of work included plan-profile design of the 48- inch diameter water main, permitting through various agencies to allow construction, and coordination between WASD,the contractor,and various sub-consultants. INSTALLATION OF 12-INCH DIP WATER MAIN&SERVICE RECONNECTION IN SW 268 ST FROM WEST OF SW 139 AVE TO EAST OF SW 123 PL"-PROJECT MANAGER- HOMESTEAD,FL The project consists of approximately 7,000 linear feet of new 4-inch to 12-inch water main installation to replace existing cast iron and asbestos pipes, service connections, fire hydrant removal and replacement, trench restoration, pavement restoration and pavement markings.Extensive design,coordination between MDWASD and Miami-Dade County Public Works Department, permitting,bidding and construction services for water main installation. SUNSET HARBOUR NEIGHBORHOOD IMPROVEMENTS-SENIOR PROJECT MANAGER—CITY OF MIAMI BEACH,FL The City was experiencing stormwater drainage challenges in the Sunset Harbour neighborhood, which is one of the lowest-lying areas in the City. Performed ICPR drainage modeling and evaluation of the system to provide fast-tracked recommendations for both collection and stormwater pumping improvements to reduce flooding in the neighborhood.The recommendations were approved by the City, the South Florida Water Management District (SFWMD), and Miami-Dade County Environmental Resource Management,and the drainage system improvements were completed in early 2015. SOUTH POINTE PARK PIER PROJECT-LEAD CIVIL ENGINEER AND DEPUTY PROJECT MANAGER-MIAMI BEACH,FL As lead civil engineer and deputy project manager, Mr. Herrera was responsible for management of internal design groups and subconsultants in the development of a new design for South Pointe Park Pier valued at approximately$5M. In addition to managing the design team, Mr. Herrera is also responsible for client coordination and oversight of permitting efforts with multiple agencies. SPRINGTREE WELLFIELD MAINTENANCE IMPROVEMENT-LEAD CIVIL ENGINEER AND DEPUTY PROJECT MANAGER —CITY OF SUNRISE,FL The Springtree wellfield is located at the Bridges at Springtree Golf Club and supplies raw water to the Springtree Water Treatment Plant. The wells require regular maintenance and as such must be accessed by large utility trucks and heavy equipment.The current paths are too narrow and were not designed for heavy vehicles.The existing wells require purging during maintenance operations and need dedicated purge/drain lines not connected to the common raw water line to reduce cross-connection potential and provide adequate disposal.This project includes upgrades to the golf course pathway system and installation of independent purge/drain lines for each well. Other improvements include security fences and/or landscaping of areas adjacent to residential parking lots to improve security of the raw water supply assets and construction of two restroom facilities. 203 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 ill — J� 4.3 - EXPANDED KEY PERSONNEL RESUMES Ar.r , pfr :,,. I' '''--- , --\ OVERVIEW: Y . Tere Garcia has over 30 years of experience in the fields of planning, t' public participation, governmental and media relations. Twenty-five of a ,4.3 those years has been spent specifically in the public involvement field concentrating on transportation and infrastructure projects. Her training as an architect and planner provides her a unique perspective to understand complex Tere Garcia technical issues and have the ability to translate them into plain language for the public. Throughout her many years of experience, she has also established a network with state and local permitting entities.She also has standing relationships KEY QUALIFICATIONS with community and civic organizations and residents associations,which provides her with the framework needed to accomplish this project. r Ms. Garcia established all guidelines for public involvement for the Miami-Dade Expressway Authority for all phases of the projects, from planning, design, and construction. She works with MDX's Communications Department in preparing their yearly communication plan, which includes devising media plans and communication strategies. Ms. Garcia also had oversight the 6-year contract with the Florida Department of Transportation, which included public involvement for over 100 design projects. Ms. Garcia has led the public outreach efforts with her team for the Miami-Dade Water and Sewer Department Pump Station Improvement Program which includes interagency coordination to assist in permitting and outreach to residential areas,industry,business,and multiple municipalities. RELEVANT EXPERIENCE:. , •Jt :ti'tt` , ARCH CREEK DRAINAGE BASIN OUTREACH METHODOLOGY- PUBLIC n 6:.14 c'P u,f,.,',;41..;,,,''.r! INVOLVEMENT SPECIALIST-MIAMI-DADE COUNTY,FL ,l ruifihil"l``'`'`'1,141307 `iga,'I`J-6, Ms. Garcia led the public involvement efforts for the Miami-Dade Department of a AL`1- vi "t 7f 'n'�' Regulatory and Economic Resources(RER)Office of Resilience pilot program to test tub„ - 7 outreach methodologies for potential use in future Adaptation Action Areas. The B.e elo gtEkCIA2,1gZe3 tn10 CO ,5 project provided technical and outreach services to obtain input from residents on proposed flood resilient solutions for the Arch Creek Drainage Basin in Miami- L. a Dade. Ms. Garcia's responsibilities included the preparation of promotional flyers AEFILIFoTIONS in English, Spanish, and Creole, meeting agenda, PowerPoint presentation, and • Boarij ofovernors,Greater ; leading the meeting and the polling survey on proposed flood resiliency/adaptation Chamber of Commerce • Leadership Florida,SE Regional alternatives. Council ` rP ..-*{L. ▪ Policy Advisory Council,Trustt'for. "r $215MM PUMP STATION IMPROVEMENT PROGRAM - PUBLIC OUTREACH Public Land DIRECTOR-MIAMI-DADE COUNTY,FL •r ._ 4In 2014, the Miami-Dade Water and Sewer Department (WASD) created a capital *,<,. •�••. ,. •\I ARS-OF EXPERIENCE. • program dedicated to the assessment, rehabilitation, and improvement of its , ;_ ., _ wastewater pump stations that were classified as"Out of Compliance"by the United . 3 t-J , •`u , " r ; States Environmental Protection Agency(USEPA). The Pump Station Improvement {; � Program was completed in 2021 and it included 147 projects under its scope. BA 1 • . „i '.--! a , • , under Nova Consulting formed part of the Program Management Team in charge I • •• ,j-^':" '> of the PumpStation Improvement Program,and lead all the public outreach during ' F '.,+':'',- .'T the design and construction of each project. BA also provided the guidelines for - :-*,! ` 46 ,l enhancements of the pump stations and related street improvements.The BA team -,C -!•r I ' d also assisted with permitting,research,and oversight of new or easements that need i r «..4 , to be recorded or modified as well as interfaces with the different municipalities the 1 • program impacts. • r 1 �a DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-7.14A86DFAFAS • 4.3 - EXPANDED KEY PERSONNEL RESUMES EXPERTISE IN CATEGORIES: • •• • .. 4o® RELEVANT EXPERIENCE - continued: PUMP STATION IMPROVEMENT PROGRAM I,-PUBLIC INVOLVEMENT AND DEVELOPMENT COORDINATOR.-MIAMI- DADE COUNTY,FL BA was part of the original Miami-Dade Water and Sewer Department Program Management Team during the first Consent Decree forming part of the three engineering firms overseeing the program as the extension of the Department's staff.During this program,more than 600 pump stations were evaluated.BA led the public outreach and developers"coordination program established to assist the public as well as the development community in coordinating existing and future development with the coming online of new improvements to provide new capacity avoiding a total building moratorium. WASD REGIONAL PUMP STATION CP-A LOCATION ANALYSIS REPORT - PLANNER AND PUBLIC INVOLVEMENT SPECIALIST-MIAMI-DADE COUNTY,FL BA assisted WASD with a location analysis to find a suitable location that would meet critical needs and allow projected development identified by the Downtown Miami DRI and the Miami Corridor Infield Plan.As part of the effort,close coordination took place with the City of Miami Planning Department,the District Preservation Office,the City Manager's office, and the Miami River Commission. BA made preliminary contact with impacted stakeholders and the various sites and coordinated these efforts with the City of Miami NET offices. Graphic representation of building facades,as well as zoning analysis,was prepared. PINECREST COMMUNITY CENTER MASTER PLAN--PUBLIC INVOLVEMENT DIRECTOR—PINECREST,FL BA developed a Master Plan suitable for implementation of overextended phases as funding is allocated and/or the need for additional programming increases. In addition, BA lead a public outreach effort on behalf of the Village which included hosting three charrette-style Community Meetings,surveying residents,and collecting public input. MIAMI-DADE EXPRESSWAY AUTHORITY (MDX) - PUBLIC INVOLVEMENT DIRECTOR AND COMMUNICATIONS SPECIALISTS-MIAMI-DADE COUNTY,FL Responsible for developing strategies and overseeing all public involvement and community awareness programs throughout the master planning and final design phases of MDX's projects.This has included strategic and extensive community,awareness campaigns to reach the impacted communities using workshops,presentations to elected officials and Community Councils, open house, community meetings, speaker's bureaus, fact sheets, newsletters, websites, PowerPoint presentations, and public hearings. MDX LONG RANGE MASTER TRANSPORTATION PLANS-PUBLIC INVOLVEMENT DIRECTOR-MIAMI-DADE COUNTY, FL MDX updated their Long Range Transportation Plan and identifies new projects through a visioning process with its Board of Directors,transportation partners,and the public. MDX PROJECT DEVELOPMENT AND ENVIRONMENT STUDIES (PD&E) - PUBLIC INVOLVEMENT DIRECTOR- MIAMI- DADE COUNTY,FL Ms. Garcia oversees and has led the public involvement programs for all Planning, Development & Environment Studies assuring that project activity complies with all federal and state public involvement guidelines and assists with the public affairs programs for the projects. SOUTH DADE NEIGHBORHOOD DEVELOPMENT CONCEPT PLANS("THE MOSS PLAN")-PROJECT DIRECTOR-MIAMI- DADE COUNTY,FL Strategic planning study for Miami-Dade County's Office of Community Development won Florida Chapter of the American Planning Association Award of Merit.Addresses redevelopment of 14 neighborhoods in South Dade damaged as a result of Hurricane Andrew.Working closely with County staff,successfully directed intense public participation campaign culminating in fifty meetings with neighborhood residents and community-based as well as religious organizations.The Moss Plan pointed informational efforts in the right direction while transferring ownership of the plan to the communities involved. 205 DocuSign Envelope ID:14F5764B-C3B9-4EFF-BE6B-714A86DFAFA8 %13 Ag11011 S ,3 w ` 't 'j f k, t, ,,! , ) d•. :N .kiil^.v� ' I'� ka ' a� ` 1i> k.e, -,TM, ,, � kyiI t� _ 1-P. . i a`k } _,_,_. F a" " _ i • .� tii \� ,, • -�, -�"`• -•--c -' Wit;�, 300ENGINEERING.COM