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Home My WebLink AboutC3TS . ORIGINAL CIVIL E'NGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS CIVIL ENGINEERING SERVICES 1 TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11 - 11 -02 1 , 1 J TABLE OF r --, {::' ~lr:TfTK;::~::~-'-l I ~;;"e'; :~;;L I I Li(}- n tt. i\J\. I C 0 N T E N cr-.~l\1 ! Sunny Isl,esr,l,eao'1 '" ",:;~) of 'ttlO C!t'j (..lod, I _~... ,..~"...,.,.....,................""".....~~_-"....~.....,........b I r I LETTER OF INTEREST , SECTION PAGE I 1 I 1, COMPANY INFORMATION 1 f (I I . I I "' 2, QUALIFICATIONS 6 , I 3, STAFFING 22 . . 4, APPROACH/ METHODOLOGY 45 5, REFERENCES 51 6, OFFICE LOCATIONS 55 7. CONTRACT FORMS 56 1 r I r ] r 1 I '1 I I 'J t5 COR ZO CASTELLA CARBALLO THOMPSON SALMAN ARCHITECTURE ENGINEERING ENVIRONMENTAL PUBLIC RELATIONS URBAN PLANNING EB0005022 AAC002142 c I I I . f J December 1,2011 City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 Attention: Ms. Jane Hines, CMC, City Clerk Bid No. 11-11-02 Civil Engineering Services to Design Street & Drainage Improvements Reference: Dear Ms. Hines and Selection Committee Members, The firm of C3TS is pleased to submit this proposal for Professional Civil Engineering Services to Design Street and Drainage Improvements for 174 Street west of Collins Avenue in the Winston Towers neighborhood. In preparing for this proposal, our Project Team, led by Daniel J. Grandal PE, a Certified Floodplain Manager, has reviewed the technical requirements of the project and visited the site to familiarize with the exiting site conditions. Based on the proposal Scope of Services and our understanding of the project needs, the critical goals for the project are as follows: "Complete design development for the construction of a drainage system along 174th Street, from Collins A venue west to just beyond the first complex curve and consisting of an interconnected system discharging into a deep gravity well or an outfall or a combination of both" To accomplish these goals, we will not only look at providing an interconnected system with deep wells and/or outfalls, but we will also identify other potential solutions attainable under the project budget. The existing and proposed drainage systems will be analyzed and modeled using ICPR or other modeling software to determine the various possible solutions to prevent flooding in the area. Finished floor elevations, and garage and site elevations will be analyzed to quantify the protection of private property provided by the improvements in compliance with FEMA CRS guidelines for repetitive loss properties. We are prepared to work with the City in implementing a value added approach to the project, taking the opportunity to maximize the design effort for project, and provide a phased multi-year construction approach to correct the deficiencies of the entire 1741h Street corridor, including pavement conditions, ADA compliance, improved streetscapping and other general corridor improvements. We believe that engaging our firm for this project will bring to the City the resources of a multidisplinary firm with 23 years of experience and over 140 professionals and support staff committed to improving the quality of life of the residents of the Winston Towers area and surrounding areas. We look forward to this opportunity to work with City of Sunny Isles Beach on this important project. Sincerely, Corzo Castella Carballo Thompson Salman, PA (C3TS) .~ Jorge E. Corzo, E, CFM Founding Principal 901 Ponce de Leon Boulevard, Suite 900, Coral Gables, Florida 33134 www.c3ts.com 305.445.2900 800.448.0227 Fax 305.445.3366 Equal Opportunity Employer ~l CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMIi BID NO. 11-11-02 r 1 Name of Agency I Company (including any "Doing Business As" names) Corzo Castella Carballo Thompson Salman, PA (C3TS) r 1 I Company Locations Headquarters: 901 Ponce de Leon Blvd, Suite 900 Coral Gables, Florida 33134 r 1 I 3996 NW 9th Avenue Fort Lauderdale, Florida 33309 r , I J 21301 Powerline Road, Suite 311 Boca Raton, Florida 33433 11315 Corporate Blvd, Suite 105 Orlando, Florida 32817 f I Insert Web Site Address (if any) www.c3ts.com , I l' Details of Entity Business Structure (Corporation, Partnership, LLC) I Date Founded C3TS is a locally-based Subchapter S Corporation founded in March 1988 in Miami, Home Office Address, Telephone Number, and Local Address and Phone Number 901 Ponce de Leon Blvd, Suite 900 Coral Gables, Florida 33134 Tel 305-445-2900 List of any Outstanding Litigation that would Threaten the Validity of the Firm or the Performance of this Contract C3TS' Pending Litigation cases are as follows: Rosser v. C3TS: Case number - 09-36103CA 71 Case involves alleged property damage by a homeowner adjacent to a sewer construction project in Key Biscayne. C3TS provided construction inspection services. Case is currently in early stages of litigation. (Case opened in October 2009) , J Gaitan v. C3TS: Case number - 09-29561 Case involves a death caused while operating a motor vehicle on State Road 821, where the driver had a seizure, lost control and swerved on to the grassy area until it struck the cable barrier system. The case is currently in early stages of litigation, (Case opened in March 2010) Nira Nicole Bar-Zevulun v. C3TS: Case number - 11-05092CA27 Case involved a pedestrian struck by a taxi cab on AlA while exiting the vehicle at night. The case is currently in early stages of litigation. (Cased open in February 2011) '1 "1 J , 1 I CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 Proof of Insurance (certificates attached) I" "." .~-;~tf~~~~'~C~-~-J " 1. . . I : r- .;. ,~ , , - . I. ITlLmIiJ[[D) ~_~('~~t_~~4L~ l~_lct:r~ f=~~"I'F Professional 28-824-96-56 Continental 8/26/2011 8/26/2012 $2,000,000/2,000,000 Casualty General Liability 12SBCUC6365 The hartford 9/22/2011 9/22/2012 $1,000,000/2,000,000 Excess Liability XHQXY9123SB The Hartford 9/22/2011 9/22/2012 $4,000,000 Castlepoint $1,000,000/ Workers Compensation WCP760687300 1/1/2011 1/1/2012 $1,000,000/ Florida Ins. $1,000,000 Employment D2100 Great American 10/16/2011 10/16/2012 $1,000,000 Practices Indication of how long it would take to implement service after authorized to begin. C3TS will be ready to commence the work on this project immediately upon receiving the City's authorization to proceed and complete the project on an accelerated schedule if necessary, to meet the City's commitments to the residents of Winston Towers. 2 "1 , 1 r 1 1 r I I , I 1 I I I I CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEM" , ff!g BID NO. 11 - 11-02 O' S\lU Proof of Insurance &b~ PRODUCER CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDNYYY) OP ID GT C3TS-01 09/13/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ._lINSURERS AFFORDIN~ COVE~~~~. __ __ NAIC # INSURER A HARU'QRD FIM INSURANCr. co. Combined Underwriters of Miami 8240 N.W. 52 Terr, Suite 408 Miami FL 33166 Phone: 305-477-0444 Fax: 305-599-2343 'iNSURE~--------' ------- CORZO~ CASTELLA, CARBALLO THOMP~ON SALMAN, P.A. C3TS 901 PONCE DE LEON BLVD. #900 CORAL GABLES FL 33134 INSURER B INSURER C' i INSURER D I INSURER E: CASTLE POINT FLORIDA INSURANCE CONTINE.NTAL CASUALTY COMPANY COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR :ADD'U 1 rJ'RT~1~MJ6~1[~~~~~~'If,~~~n----- LIMITS ----- L TR INSRD TYPE OF INSURANCE POLICY NUMBER I GENERAL LIABILITY EACH OCCURRENCE J $ 1,000,000 fl COMMERCIAL GENERAL LIABILITY 12SBCUC6365 09/22/11 09/22/12 DAMAGFTO RENTED- -. - -. A ~!ISESJ".~__o<~re""")_1 $ 300 I 000 [J CLAIMS MADE [!] OCCUR MED EXP (Any OM pe<SOIl) $ 10 , 000 ~$500 BI , PD DED PERSONAL & ADV INJURY 1$ 1,000,000 GENERAL AGGREGATE ~,OOO,~ GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OPAGG !~, 000 ,.Q.~ fXl POLICY 11 r;~gi nLOC I tfMOBILE LIABILITY I COMBINED SINGLE LIMIT 1$ ANY AUTO (Ea accident) All OWNED AUTOS BODILY INJURY ._____L____ l_.l SCtIEDUlED AUTOS (Per person) -- ~ "'"'''Om" BODILY INJURY I $ I NON-OWNED AUTOS (Per acCident) PROPERTY DAMAGE 1$ (POi' accident) I RRAGE LIABiliTY I I I AUTO ONLY. EA ACCIDENT I $ ANY AUTO OTHER THAN EAACC I $ I AUTO ONLY; -~GG r$ .- filESS I UMBRELLA LIABILITY I EACH OCCURRENCE 1$ 4,000,000 A X OCCUR D CLAIMS MADE XHQXY9123SB 09/22/11 09/22/12 AGGREGATE 1$ 4,000, 000 I -- 1$ tj DEDUCTIBLE I r $ I ----_. ---i~ - __0- I RETENTION $0 I WORKERS COMPENSATION .~JTO~yOLI~';!,S i _LJ~:i___ AND EMPLOYERS' LIABILITY Y/N - B ANY PROPRIETORiPARTNERlEXECUTlVO W02722926-01 01/01/11 01/01/12 E L EACH ACCIDENT 1$1000000 OFFICERiMEMBER EXCLUDED? E l DISEASE. EA EMPLOYEE! $ 1000000 (Mandatory In NH) ~~~h~tS~R~J:m~S below I E L DISEASE . POLICY LIMIT ! $ 1000000 I OTHER I I I C PROFFESSIONAL LIAB 128-824-96-56 08/26/11 I 08/26/12 PER OCC. 2,000,000 (RETRO 8/26/88) DED. 100,000 I AGGREGATE 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INUSRED WITH REGARDS TO THE GENERAL LIABILITY. CERTIFICATE HOLDER CANCELLATION Evidence of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER Will ENDEAVOR TO MAIL ~ DAyS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE lEFT. BUT FAilURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR ACORD 25 (2009/01) @198B-2009 ACORD CORPORATION. The ACORD name and logo are registered marks of ACORD 3 ~l l r 1 r 1 J '1 f 1 , , -I CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11 -11-02 Proof of Insurance CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED FOR INFORMATION PURPOSES ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE OF LIABILITY INSURANCE DOES NOT AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED DATE: (MM/DDIYVYY) 10/22/2009 INSURERS: - A: I Discover Property and Casualty Ins. Co. PRODUCER Marsh USA Inc. or BROKER: 800 Market Street Suite 2600 St. Louis, MO 63101 B: I Phone: (314) 512.2415 INSURED: C: I Corzo Castello Carballo Thompson Salman P.A D: I 21301 Powerline Road, Suite 311 E: I Boca Raton, FL 33433 THE INSURANCE POLICIES LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD LISTED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE OF LIABILITY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES LISTED BELOW IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGRATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGES: INSURER TYPE OF INSURANCE POLICY NUMBER EFFECTIVE DATE EXPIRATION DATE LIMITS LETTER GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCURENCE --------~----------------------~~-------- AUTOMOBILE LIABILITY Combined Single Limit: $1.000.000 U ANY AUTO DALL OWNED AUTOS D187AOO016 5/17/2011 5/17/2012 Bodily Injury per Person: A :';;1 SCHEDULED AUTOS 126801 21 HIRED AUTOS Bodily Injury per Acc. :~] NON-OWNED AUTOS Property Damage: :;;;'I"See Below GARAGE LIABILITY ANY AUTO ,- EXCESS LIABILITY UMBRELLA OTHER Than UMBRELLA Form WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION: VENDOR ID: 120 GPBR: 41 Policy provides protection for any & all operationsfjobs performed by the named insured. Certificate holder is included as an additional insured where required by written contract. "Any vehicle leased from Enterprise Fleet Management where the contract includes auto insurance coverage. Waiver of Subrogation included where required by written contract. Insurance is Primary and Non-contributory. 6J'~ -o",p:;.t-i-J HOLDER: AUTHORIZED REPRESENTATIVE Evidence of Insurance - CANCELLATION: SHOULD ANY OF THE ABOVE POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS t:Vloence 01 Insurance WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LI:t-T, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. 4 iC Copynghl Moonlll Enterprize> 1999.2003. All Rights Reserve<l Form# CVla.l012512002 '1 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMIi:! BID NO. 11 -11-02 Corporate Licenses r 1 r 1 State of Florida Department of State , 1 I certify from the records of this otlice that CORZO CASTELLA CARBALLO THOMPSON SALMAN, P.A. is a corporation organized under the laws of the State of Florida. tiled on March 30, 1988, effective March 28, 1988. The document number of this corporation is K 196] 2. . , J I further certify that said corporation has paid all fees due this otlice through December 31, 20 II, that its most recent annual report was filed on January 4, 20 II. and its status is active. I further certify that said corporation has not tiled Articles of Dissolution. .1 , I ~tnt:e of (!Ifln~~lt 'l8unr~ uf '![ugiueers Corzo Castella son Salman, P.A. i l.iil't'll ullder 111)' "lIl1d tllld lite (irel Floridll, al TlIllalllLul!e, Ihe ClIpilll tlll)' of }(///lI/IT)', 1011 Certificate of Authorization -~- Secretary of Stn ExPIRATION: 2/2812013 AUDIT No: 228201303105 CA. LIe. No: 5022 To 'l\llh~ntlc"tc this ct"rtifIC,lIOC:,\'lslt the Inll,)wmg ~II II). illll.llh"''flI~llh)\\' lh\,.' Lru>lruclion~ dL'pluyoc:d h I Ips: lI~n II', s II n hiz. 11 rWI-~ 1'1" III h \.~ ,', h ~tnt:e of (!Ifln~~lt ~unr~ uf ~ugiueers ..\ullll:ntlcn!lllfl II) JIIOI K9299UKJ-OI0511-K196 Certificate of Authorization EXPIRATION: 2/28/2013 AUDIT NO: 228201302463 CA, LIe. No: 7274 A!;. .5400281 STATE OF FLORIDA , - DIPAR'1l~ ogpB~ElIUi&llR.. Pf:rMl!lyg~LnU~8It'TI0HSEQ' Lt 10tOtO t012 Rag~llli8r DISPlAY AS REQUIRED BY LAW CHARt.tl LItH SECR&TARY 5 ~l CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 r 1 r 1 . ] . 1 ./ I 1 I . J ./ ~ 1 I ./ l j . 1 ./ , I I' , , C3TS is uniquely qualified to execute a successful project and provide you with exemplary service for several reasons. The team we have assembled to perform on this project is unique in its depth of relevant, local and successful experience, The C3TS team prides itself on the success of our past projects many of which are similar in size and scope to this project. Our repeated success is a result of our unique philosophy that guides our approach to every project. Why do we think that we are the best qualified to perform these services? ./ Because of our team is led by Certified Floodplain Managers ./ Because of our extensive experience working in Coastal communities with many success stories including our recently completed. major infrastructure improvement projects at Golden Beach, North Miami Beach and Key Biscayne to name a few. Because we can work as partners and hear from you about the lessons learned from your recently completed Center Island Stormwater Improvement Project. Because we perform our work using state of the art technologies such as 3-D and digital terrain modeling that could interphase with the City's present of future GIS based mapping system. Because of our value added approach to service that will provide you with solutions that extend beyond the limited scope of the project, maximizing your design investment to include an analysis of pavement conditions and infrastructure improvements for the segment between North Bay Road and Collins Avenue. Because we understand your residents' concerns and are willing to work hand in hand with the City in the development of a project website and incorporate into the project the requirement to use mobile messaging informational signs during the construction phase IN ADDITION Our extensive local experience with similar drainage systems with a combination exfiltration trenches and pump stations sets us apart. Our experience includes successful drainage projects for various municipalities in Miami-Dade County for the last 20 years. Our professionals understand the drainage and geotechnical conditions in Miami-Dade County and are extremely familiar with permitting requirements including Miami-Dade County DERM and SFWMD, The C3TS team also specializes in the retrofit of existing drainage systems including pump stations, wells systems and exfiltration trench systems. We take systems that are not working as designed or in need of redesign and optimize the drainage system making the most of the available funding. We take a holistic approach to the project and use the available funding in a manner that will protect your initial investments in this area. Our team is also experienced in handling projects where limited funding is available and prioritizing the project for a multi-year phased construction is required. As an added value service, our in-house grants division can also search for available funding that can augment the existing project funds. We have been extremely successful in securing funds for municipal projects. Our team includes in-house Construction Management division with direct relevant experience of similar projects in and near the project area. This team works hand in hand with the design team to provide seamless project delivery and ensure that the design criteria and goals are fully understood by the contractor. The design team will remain fully engaged in the review of shop drawings, response to RFI and day to day construction progress. Our inspectors are engineers so also have the knowledge necessary to make field decisions in compliance with the project goals in order to keep the contractor moving maintaining the project schedule. The entire 6 r 1 I 1 I r 1 r 1 I J r 1 , I ~ 1 J , I I I 1 i CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 team is extremely attune to the need of minimizing contractor change orders and scope creep in order to meet the project funding and schedule requirements. Our ability to execute successful projects time after time is due to our design philosophy, The C3TS design philosophy is to create and maintain a professional and attentive relationship with our clients, focusing equally on their needs as on their project's solutions. It is in the project solution that the "C3TS Philosophy" of project execution is unique. From its founding, the C3TS philosophy of design is to fully integrate within its internal resources all of the disciplines and experience needed to achieve a holistic solution which maximizes value to the client. These values include the functional, aesthetic and cost values associated with each project. C3TS is committed to excellence in providing professional design services resulting in complete solutions for our clients, and results in over 95% of our workload coming from repeat clients. To us the most powerful building blocks are vision, imagination, dedication, and a determination to succeed. We make a commitment to our clients, from the very beginning of the relationship, to the time and talent of our principals and staff; to be sensitive to the nuances and nature of their core business; and to deliver high quality service and projects on time and within the established budget. We encourage you to ask any of our clients who can share the responsiveness, attention to detail and successful projects that we have accomplished with them. The C3TS Team understands the importance of creating solutions that get the projects done, Analyzing the scope requirements and looking beyond to understand what is required to achieve a successful project, whether we apply value engineering measures or recommend measures that save the City long term operational cost, the goal is always to "maximize the value of each project". Special attention to budget and schedule requirements assures that projects are delivered ON TIME & ON BUDGET! We are committed to planning each project to meet the budget and schedule constraints. We have assembled a multi-disciplined team of engineers to address the challenges posed by the project under this contract. Our team offers the City Sunny Isles Beach extensive relevant design experience, strong local expertise, and effective project management capabilities. We are committed to providing you with full Engineering Services including studieslanalysis, survey, geotechnical, programming, bidding, construction, and post construction services. The following is a summary of the reasons we feel our firm is uniquely qualified to handle any aspect of this contract: ../ C3TS Team has a record of Design & Technical Excellence on similar drainage projects ../ C3TS Team is committed to providing excellence in service to our clients ../ C3TS Team has strong Planning & Programming skills ../ C3TS Team has experience with expedited project delivery ../ C3TS involves the firm Principals in every project small or large ../ C3TS Team has a proven track record of successful project delivery and implementation ../ C3TS TEAM IS LED BY CERTIFIED FLOOD PLAIN MANAGERS! 7 r ] r 1 r 1 r 1 , 1 I . 1 I I . 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J I ~ J I I i L ~ I I , I CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEME ";jf~{ BID NO. 11 - 11 -02 Golden Beach Capital Improvements - Master Planning, Design & Construction Phase Services Golden Beach. Florida This comprehensive Capital Improvements Program Master Plan focused on three major improvement areas: Town-wide Drainage Improvements - These improvements included design review, costs analysis, and recommendations based on the Town's existing stormwater master plan which includes construction inlets and culverts to collect and direct stormwater runoff to pumping stations discharging into the intracoastal waterway. Utilities Underground Relocation (electrical, telephone, cable) - These improvements included a thorough analysis of the Town's existing power system configuration, and close coordination with FPL and other utility companies in developing a conceptual plan for burying all utility transmission and distribution lines throughout the entire Town. Town-wide Streetscape & Traffic Calming - The Town's major thoroughfares and side streets were redefined and enhanced to increase public safety, and improve the quality of life and aesthetic appeal. Improvements included highlighting intersections with concrete pavers and crosswalks, delineating of roadways with valley edge gutters, construction of traffic splitter islands and center median with new landscaping, and new lighting. The Master Plan carefully considered the each of these with respect to feasibility, cosUbenefit, and design, as well as an analysis of funding options and scenarios, and schedule for phasing and implementation. 9 r 1 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEME 'J~ . BID NO. 11- 11-02 rl '1 r 1 Belle Meade Drainage Improvements and Stormwater Pump Station Design Miami, Florida r 1 I Belle Meade is a 60-acre, single family, residential neighborhood located in the northeastern portion of the City of Miami adjacent to Biscayne Bay, Over the years, problems with the inadequate drainage infrastructure, tidally influenced groundwater, site elevation, and deteriorating streets created a condition of moderate to severe flooding in the area. C3TS performed a drainage study and best alternative drainage solutions for the Belle Meade area. The model was run and calibrated based on existing conditions. Design iterations were then input into the system and evaluated against the City's design criteria. The final design recommendation was a 120 cfs pump station with approximately 4,000 feet of collection system. , 1 J Following the study, C3TS provided the design and permitting of the drainage and streetscape improvements encompassing several miles of road in a developed flood-prone neighborhood providing quality treatment through the use of exfiltration trenches and storm water treatment units and discharging through a large stormwater pump station to the Little River Canal. Permitting included pre/post computer modeling and stage calculation for Miami-Dade's Class II Surface Water Management Permit. rl ._ J . 1 -j ., 10 ~l CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE, G~Ui ,.". BID NO. 1 1- 11-02 Palmetto Bay Villagewide Drainage Improvements Palmetto Bay This project involved field surveying, design, permitting, bidding, and construction administration of drainage improvements at 10 locations throughout the Village. These 10 areas were identified by the Village as having flooding problems, The improvements included new drainage structures, exfiltration trenches, outfalls, and asphalt overlays. The project was completed on schedule and under budget. , t t I .1 J , 1 . J . J 11 '1 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMIE, . ill BID NO. 11-11-02 rl , ] r I , 1 Highland Village Neighborhood Improvements North Miami Beach, Florida I . Highland Village is a residential mobile home park located in the City of North Miami Beach, Florida adjacent to the Biscayne Bay Aquatic Preserve with over six hundred low-income residents living in this community. The neighborhood was experiencing septic tank failures due to low site elevations and high groundwater levels resulting in human waste pollution of the adjacent wetlands. C3TS conducted preliminary environmental and hydrological studies, planning, and final design of wastewater and stormwater management systems. A multi-phase construction approach allows Federal funds to assist in funding the construction of wastewater collection and transmission system to replace septic tanks, and an area-wide stormwater management plan that includes overflows to wetlands and excess runoff pumping into surface aquifer wells. C3TS prepared a NEPA Environmental Information Document to substantiate the need and specify the use of these funds. The first phase of the stormwater management component includes the installation of 4,500 LF of drainage pipes, three stormwater treatment units for separation of solids, a below ground stormwater pump station using electrical submersible -verfiCafmiXed-ftow pumps' (2'}00 gpm capacity at 18-feet TDH, 30 HP, and abrasion resistant impeller) using 30-inch diameter tube, discharging to a 24-inch diameter x 200-foot deep well. Stormwater pretreatment consists of solids and sediments separation accomplished by a 6-foot diameter x 16-foot deep stormwater treatment structure that uses gravity, centrifugal force, and separation screens. Oil and grease are also separated hydraulically prior to entering the pump station. The pump station is controlled via adjustable floats, an automatic controller with stand-by generator connection capability, and telemetry, which is connected to the City's system. The City operates a stormwater utility, which is outfitted with portable electrical generators. The pump station can also be by-passed and portable pumps installed to pump directly into the open well pipe, which is connected to an overflow that limits the head of water that can be placed upon the well. The design allows for each pump station to be connected to up to 3 wells via a manifolded pipe, allowing each well to be valved off and to either work in parallel or independently from the others. Phase 1 construction, however, limited the work to a single pump station and a single drainage well. In addition to the new Pump Station and drainage well, four existing outfalls located at the east limits of the project and discharging to Oleta River State Park were retrofitted with Pollution Prevention CDS structures that are operated and maintained by the City's stormwater utility avoiding any potential adverse impacts to the protected mangrove areas. t-, I . ~J III! 12 rl CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 1 1 - 1 1 -02 rl , 1 Old Cutler Road Improvements (SW 97th - 87th Avenues) Cutler Bay. Florida C3TS was contracted by the Town of Cutler Bay as prime consultant to design improvements for the portion of Old Cutler Road between SW 97th Avenue and SW 87th Avenue, The project consists of roadway improvements, traffic circles, pavement resurfacing, sidewalks, French drain facilities, medians, landscaping and lighting. Old Cutler Road is designated a historic roadway which required all improvements to respect the existing roadway footprint, thus limiting the modification and/or additional widening of the road. This Miami-Dade County roadway is considered an arterial collector roadway. The proposed configuration for Old Cutler Road will include roundabouts at each end of the corridor for traffic calming and beautification. The 1.24 mile corridor between these two roundabouts will be a two lane roadway with turn lanes, landscape medians and scramble lanes, Permitting including Miami-Dade County Public Works DERM and Town of Cutler Bay, , ,j ~ ~il ~-Q: ~~~ ~:'ZS. 1';, ~ '!OJ. '" ~. l~w'i' ~ 1? '. ~ .~, t',.~ Jj.o ~j ~. , L....-:. .~.. "",, ~ ",-.. ':" '," _'_'o' ~>,,_!,,~~!;~;~O:"',-~\ ,:"<:..'t~j~-,~q;-'~''0:(ft,;;:;"'''-Y'-f:~f:': . ~~;~1i~t~~~Z~~~'1~~DtI~ifilWJl'L 13 ~l CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE~'~ 'lji" BID NO. 11- 11-02 Miami Lakes NW 82nd Avenue Street and Drainage Improvements Miami Lakes. Florida C3TS designed approximately 1 mile of arterial (section line) roadway on NW 82nd Avenue from NW 1541h Street to NW 170th Street. Drainage design included inter-connected exfiltration trench with positive outfall to the canal system and beautification improvements including asphalt overlay, repair of curbs and sidewalks, striping and signage (landscaping and irrigation - by others). Drainage in some areas was minimized in order to protect the existing landscaping. The scope included utility coordination, maintenance of traffic, construction support services and permitting through DERM and Miami-Dade Public Works. I 1 The project was completed ahead of schedule and within budget. J , I . J q I I J : ] ~ 1 : I , I , I . , , J 14 rl CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEM M ,~$W. BID NO. 11-11-02 1 r 1 r 1 r 1 , 1 Miami Dade DERM Quality Neighborhood Improvements Projects Miami-Dade County, Florida Miami-Dade DERM QNIP - Leisure City - C3TS designed a stormwater system for an existing 160-acre flood prone residential neighborhood within a well field. Proposed design removes all existing slab covered trench and upgrades the drainage system to current Miami-Dade Public Works and DERM standards. Runoff within the well field had to be conveyed outside the wellfield cone of influence to treat for quality and quantity considerations, Miami-Dade DERM QNIP - Brentwood and Leslie Estates - C3TS designed stormwater improvements for a residential neighborhood including a major arterial roadway. The design consisted of an exfiltration trench system with an outfall to a canal and resurfacing of the roadways, The total project cost of the project was $1.0 million. · 1 . 1 II I I I Miami-Dade DERM - Allapatah Phase II - C3TS provided stormwater improvements to a residential neighborhood including major arterial roadway. The drainage facilities included interconnected French drain systems, , I . J , I I I . , - I l J A~..~' 15 rl CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMIi . J; ,,' BID NO. 11 - 11-02 Midway Pump Station Miami, Florida C3TS was retained by Miami-Dade County to design and permit a stormwater pump station and forcemain under the SR 826 discharging to the North Line Canal through an energy dissipating structure and outfall. The pump station will transmit the runoff collected from the existing collection system to the North Line Canal through directionally bored twin 24-inch diameter carrier pipes in two 36-inch HDPE casing pipes that cross under FOOT's SR-826 Expressway, The system was modeled resulting in collection system improvements to provide adequate flood protection to the area, including additional exfiltration trenches (French drains). -( .1 '.. .... .... ..,'1 ''i .<;. .... __.1'. , ,t "UM"" ST^T'ON ,~BI~^N 1'-- .- " ::' II I' I " L':: it - J: .. I: ' ~ , . I' tE :::.:::;.",,,,.:,- 16 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMIi 'ill BID NO. 11-11-02 Basin D-8 Pump Station Drainage Improvements Town of Palm Beach, Florida C3TS was selected to evaluate and design improvements to the existing D-8 drainage basin in the Town of Palm Beach comprising 250+ acres of residential neighborhood and roadways, Specific tasks included evaluation of existing basin utilizing ICPR modeling techniques, and full design plans for basin-wide drainage improvements. Additional duties included surveying, underground soft-dig utility locates, utility relocation, geotechnical investigation, and permitting through the South Florida Water Management District (SFWMD), (fi) . ,ffi.7<~5 26 27 ,29 _.___PJ'i<-. ~ _ _Ql:___ ~8 FARU~""'~ d~' '.~' 1<0' 'll ';5 ~1_oJ. '.\'R , 0,,- ..,/'" .. -.,.-..... .. ~ill 63 62 61 '01 ~ --- 60 : ~ l ~t:n -:.- - /-:-- ;;,;.:~h.'!: Ittr--- tt ~.. =--./1: ll;:;:"~,___._ -.... '~='~""""~- -...---'?:'" i i ! ~:'~<~iL;=~c=,~~-~-~~:-~ijk~;~:--J , _..><,:;.....~.....- ' . ~~7'jl i "'i.. -';"":::'~. . ~ 1 ~m_.__._..;;-;;---;= =:i;::: !:;:;}:~_:"~-~ -... f _<w ""...1 i i _ _'._____ _________________________l__ L._ .. .c.o.l.O-J..l.U4.o.~"""'" .- ~ .. -- - - ~- -. . ~ .,....:~~._ . _0 ~..~ _._ __~ _'~_ _. _ ._ .', m..u, .._~ "'._U _~._:.. . _.. ~I . ~ . -<" ,_ ~~ I -.., tE~{:.ii~.G~~~;~~~:~ ~:~ ff1~ 0 TO"CH~MlUC" =~:::;:~~H !~; 17 ~.l CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE ,IE' r;g BID NO. 11-11-02 o I ~ .,11 Grove Park Drainage & Roadway Improvements Miami, Florida C3TS was selected to provide all project management and engineering analysis services necessary for preparing a General Development Report for the Grove Park area in the City of Miami. The Grove Park project area is defined as the area bounded by NE 7th Street, W. Flagler Street, NW 17th Avenue and NW 22nd Avenue. The intent of the General Development Report is to evaluate the existing road and drainage conditions, develop alternative improvements and cost estimates, and to recommend apreferred alternative. The alternatives must be formulated based on comprehensive roadway analysis, drainage analysis, public < 1 involvement, and research of existing rightof- way, permits and permit criteria, and flood complaints. J The roadway analysis will include evaluation of milling and resurfacing requirements, damaged sidewalk and/or curb and gutter . 1 replacement, ADA pedestrian ramp requirements, and sodding regardinglresodding requirements (for roads within limits of I proposed drainage improvements). '1 I , J I I , I , J L ) ~ I I , I . J 19 r] CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 1 ~l r 1 , I f 1 j 1 j . I I '1 I , 1 . J N.W. 82nd Avenue Improvements Doral, Florida C3TS was contracted by the City of Doral for the design of NW 82 Ave, between NW 12 St and NW 25 St, which is a four lane divided road way located within the City of Doral's industrial/commercial area. Improvements consist of milling and resurfacing, installation of approximate 1500 linear feet of infiltration trench, sidewalks and curb and gutter repairs, This project is still in its bidding phase. Redevelopment of Gravity Drainage Wells Key Biscayne, Florida This project involved the cleaning, rehabilitation, and redevelopment of 30 existing gravity drainage wells located throughout the Village. Responsibilities included inspections, management, and conducting testing at each well to ensure expected discharge capacity was achieved, The work was funded by a grant from the South Florida Water Management District. 20 1 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMIi.'~ BID NO. 11-11-02 Basin A & B Pump Stations Lauderhill, Florida Basin A - C3TS provided engineering and construction administration services for this three-pump stormwater pump station. The project required two 40,000 gpm line shaft axial flow pumps with 145 hp natural gas caterpillar engines and a third pump provided for back ups, Pumps operate in a automatic mode and start when storm stage levels rise, The facility includes a reinforced masonry structure that houses the engines, and controls the generator and communications equipment. The project was constructed within budget for $1.6 million. Included with this project, C3TS prepared the preliminary engineering report. Capacity = 78, 800gpm (175 cfs) @ 7.5'TH (three pumps - 39,400 gpm each, one as backup), Additional services included: preparation of design drawings, including survey, civil, mechanical, architectural, structural, electrical, instrumentation, and communication; gas driven engines; engine driven axial flow line-shaft pumps with right angle gears; stand-by auxiliary generator for instrumentation; submerged keel water cooling system; 2 telemetry systems, SFWMD system's SCADA controls and City's SCADA; ventilation fans and blowers; trash rack and flap - gate discharges; architectural treatment to conform to the City's design; preparation of construction specifications; assisted City in bidding (low bid 1 $1.6 million); and inspected construction & field tested the facility for acceptance; certified to the city, state, & South Florida Water Management District. Project was under budget and within time allotted. , J , J Basin B - C3TS is providing engineering and construction administration services for this two-pump stormwater pump station. The project required two 44,000 gpm line shaft axial flow pumps with 145 hp natural gas caterpillar engines and a third pump provided for back ups, Pumps operate in a automatic mode and start when storm stage levels rise. The facility includes a reinforced masonry structure that houses the engines, controls the generator and communications equipment. Included with this project, C3TS prepared the preliminary engineering report. Additional services included: Preparation of design drawings, including survey, civil, mechanical, architectural, structural, electrical, instrumentation, and communication; Gas driven engines; Engine driven axial flow line-shaft pumps with right angle gears; Stand- by auxiliary generator for instrumentation; Submerged keel water cooling system; 2 telemetry systems SFWMD system's SCADA controls and City's SCADA; Ventilation fans and blowers; Trash rack and flap - gate discharges; Architectural treatment to conform to the City's design; Preparation of construction specifications; Assisted City in bidding (low bid / $2.1 million); and inspected construction & field tested the facility for acceptance; Certified to the city, state, & South Florida Water Management District. bm ._~ eJ1tIE.awtrJL 7C00'Ut. n~np'~ 21 1 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 l ~ I , 1 I I ~ ] .= Jorge E. Corzo, PE, CFM .Iml Principal in Charge .- Daniel J. Grandal, PE, LEED AP .= Project Manager .- Ramon Castella, PE, LEED AP .= Division Director ti STREETSCAPE ti DRAINAGE & PERMITTING '-I Diana Sudasassi, PE Traffic Calming Carlos Herdocia, PE, LEED AP Signalization / Signing & Pavement Marking Richard Blanco, PE Streetscape Design Edward J. Dvorak, PE, CCS Senior Drainage Engineer Emesto Farbegas, PE Senior Drainage Engineer Dave Clarke, PE Drainage & Permitting Tom Ruiz, PE, CFM, LEED AP GIS / Drainage Specialist Rodrigo a. Rodriguez Senior Project Engineer :E lID5;[1l1~'1:u.'IJ :(;l'll~11 ~[tt~'1:1 ~.'J[~i:j , I I c , I' :1 , i I I I f I CONSTRUCTION TRAFFIC ENGINEERING ENVIRONMENTAL l J MANAGEMENT , 5ean Compel, PE, LEED AP Silvia Beltre, PE Jeffrey S. Marcus, PhD. I Construction Manager Senior Project Engineer Senior Environmental Scientist l , Danilo Caicedo, EI Godfrey A.a. Lamptey, PE Nicole Carter, MS Senior Inspector Project Engineer Senior Environmental Scientist . ! Desir Jacques, PE . Project Engineer , . - PLANNING I GRANTS Ralph Rosado, AICP, CNU-A Grants & Funding Director SUBCONSULTANT SUPPORTING SERVICES - I - - I ([f) SURVEYING Hadonne, Corp. Abraham Hadad, PSM Senior Surveyor Eduardo Suarez, PSM Senior Surveyor lrerracon GEOTECHNICAL Terracon Hugo Soto, PE Senior Geotechnical Engineer Julio De Bias, PE Project Manager 22 rl ~l r 1 r 1 I 1 . 1 __COR ZO _CASTELLA CARBAllO r;x;rn THOMPSON muSAlMAN JORGE E. CORZO, P.E., CFM Principal in Charge EXPERIENCE Mr. Corzo with over 32 years of experience in civil engineering has held a variety of positions from Senior Project Manager to Chief Engineer and Principal in Charge. His expertise in a majority of civil engineering specialties such as highway design, utilities, drainage design and construction management brings an in- depth experience base which allows him to look at the overall project to insure that a quality and cost effective product is being delivered. This background provides the necessary experience for running an extensive quality assurance plan. Some of the projects he has been involved in include: Highland Village Neighborhood Improvements, North Miami Beach, Florida - Principal in Charge for a $6 million dollar neighborhood improvement project in a low lying area of the City of North Miami Beach with extensive flooding and water quality problems resulting from failed onsite septic systems. The project included design of a pumped deep well disposal system, design of a wastewater collection and transmission system, including a new pump station and force main, design of roadway and site improvements, preparation of construction plans, permitting and preparation of grant applications seeking financial assistance to complete the project. Basin "B" Stormwater Pump Station, Lauderhill, Florida - Senior Engineer Responsible for the design and specifications for a 2-pump stonnwater pump station. Project required a 44,000 gpm line shaft axial-flow pump with a 145 hp natural gas caterpillar engine. Second pump is a back up. Station operates under an automatic mode. A reinforced masonry structure houses the engines, controls, generator, RTU, etc. Projected cost $2.3 million. . CDBG Street & Drainage Improvements, Sweetwater, Florida - Principal in Charge for an on- going multi-phase, multi-year project consists of the widening, resurfacing, landscaping and provisions of drainage systems for deteriorated local city roads. Over five miles of roadway have been improved, representing approximately 25% of all roads within the municipality. . . . Opa-Iocka Street Improvements Program, Opa-Iocka, Florida - Project Manager for the preparation of roadway plans for the rehabilitation of approximately 0.5 miles of city streets through a Safe Neighborhood Block Grant. These projects included resurfacing, drainage improvements, lighting, utilities and landscaping. . Funding & Analysis for Booster Station No.1, Medley, Florida - Analysis of pump stations and force main manifolded system, and design of a proposed Booster Pump Station facility, in response to the operational changes by MDW ASD, in rerouting flows to the North Regional Wastewater Treatment Plant. This project was funded by the State Revolving Loan program. . Master Water Meter, Medley, Florida - Project Manager for a master water meter for the Town of Medley with Miami Dade Water and Sewer Dept. and Dade County Public Works Department, preparation of construction plans and specifications for the installation of a master water meter. . Capital Improvement Program & Yearly Updates, Opa-Iocka, Florida - Principal in Charge for the development of a Capital Improvement Program (and yearly amendments) for the rehabilitation and expansion of the City of Opa-Iocka's infrastructure. The five-year Capital Improvement Plan identifies necessary capital projects totaling $17,790,700.00. The preparation of the Capital Improvement Plan (CIP) involved preparing various engineering studies for roadway improvements, resurfacing projects, drainage projects, landscaping, street lighting, environmental contamination abatement, sanitary sewer collection and transmission, water distribution systems, parks and recreation improvements, and demolition of unsafe structures. Included in this program was the identification of funding sources, revenue projects, requirements for applicable grants, as well as other required planning information. . Replacement of ACP Water Mains along NW 13Sth Street and Opa-Iocka Blvd., Opa-Iocka, Florida - This project replaced approximately 2 miles of old asbestos cement (ACP) force mains and water mains in the City of Opa-locka, in connection with the widening and rehabilitation of the NW l35th Street/ Opa-Iocka Boulevard corridor. Sizes of mains replaced varied from 8" to 16" diameter, and the project also included a bridge attachment for a 12" water main aerial crossing over the Opa- locka Canal. . Water & Wastewater Extensions for Western Pembroke Pines, Florida (Individual Experience) - Project Manager for the design development of the water distribution and wastewater collection system for approximately 20 square miles of annexed lands in Western Pembroke Pines, Florida. This project was completed at a cost exceeding $15.000,000. EDUCA TION Bachelor of Science in Civil Engineering, Florida International University, 1986 PROFESSIONAL REG/STRA TION Florida Professional Engineer License No. 39435 Puerto Rico Professional Engineer License 11732 23 '-1 t-_gA~fEEl~ CARBAllO , ] I!IH :'^o~"'~: DANIEL J. GRANDAL, P.E.. CFM. LEED AP Project Manager r 1 EXPERIENCE Mr. Grandal has over 16 years experience in design and construction of civil engineering and site development projects. He has served as a project manager and project engineer for various drainage, water and sewer projects. He was a plan reviewer for Miami-Dade DERM. He has a broad understanding of permitting requirements of Miami-Dade County Depmiment of Public Works (DPW), Department of Environmental Resources Management (DERM), SFWMD, and FDEP. His drainage experience has included Environmental Resource Permitting (ERP), multi-basin floodplan analysis, cut and fill analysis and wetland mitigation. He is proficient at vm;ous software packages including ICPR, MBR (SFWMD Multi-Basin Routing Software), Flowmaster, AutoCAD, AutoTurn and EaglePoint. Some of his experience includes: rl I . Pinecrest Watermain Master Plan and System Design, Pinecrest, Florida - Project Manager for the design of over 27 miles of watermain to complete the potable water system of the entire Village. The Master Plan was prepared that included a computerized model of the entire system and public workshops and meetings were held to inform and educate the residents of the work and cost involved in the project. C3TS also prepared special taxing districts and an EQCB Variance to detail the finances of this $23 million project. . 1 J r 1 . Belle Meade Drainage Improvements, Miami, Florida - Project Manager of this $8 million project which consisted of the design and pennitting of a drainage and streetscape improvement project encompassing several miles of road in a developed flood-prone neighborhood providing quality treatment through the use of exfiltration trenches and storm water treatment units and discharging through a large stormwater pump station to the Little River Canal. Permitting included pre/post computer modeling and stage calculation for Miami- Dade's Class 11 Surface Water Management Permit. . 1 '" Grove Park Drainage and Roadway Improvements, Miami, Florida - Project Manager to provide engineering design services necessary for drainage and roadway improvements for the Grove Park area in the City of Miami. The Grove Park area is an existing residential neighborhood encompassing Y2 square mile which was identified as flood-prone area. General Development Report was prepared to evaluate the existing road and drainage conditions, develop alternative improvements and cost estimates, and to recommend a preferred alternative on comprehensive roadway analysis, drainage analysis, public involvement, and research of existing right-of-way, and flood complaints. The roadway analysis included evaluation of milling and resurfacing requirements, damaged sidewalk and/or curb and gutter replacement, ADA pedestrian ramp requirements, and landscaping. . . , . , L , . Plantation Midtown Drainage Study, Plantation, Florida - Project Manager responsible for this study to analyze the drainage system of a 760-acre area known as Plantation Midtown, a mixed use area with Residential, Commercial and Institutional Zoning. The purpose of the study was to provide a backbone drainage system that would allow future development and redevelopment in accordance with the Master Plan. The existing system was modeled using ICPR with information from available records and survey of the existing drainage system. Future development was also modeled in accordance to the maximum development potential of the area. The study recommends drainage improvements that would allow the future development and creates an integrated system to be easily maintained by the City. These recommendations were coordinated into current Roadway/ Landscaping Improvements Projects and future CIP projects in order to minimize construction in the area. . North Miami Floodplain Management Plan, North Miami, Florida - Project Manager of preparation of a Floodplain Management Plan for the City of North Miami. The report provides a detailed assessment of the city's drainage system and helps identify and prioritize the city's floodplain needs in order to minimize future flood losses in the community. As documented in Floodplain Management Plan, C3TS was instrumental in the planning process which included public outreach programs, education programs, public meetings and forums, drainage system analysis, including mapping of flood prone areas based on complaint records and field inspections and drainage improvement and maintenance programs. The city's NFID Program was extremely successful and was able to capitalize on 15% discount for North Miami's residents flood insurance offered by the National Flood Insurance Program (NFIP). . Miami Lakes NW 82nd Avenue Drainage Improvements, Miami, Florida - Project Manager for the design of approximately 1 mile of arterial (section line) roadway on NW 82 Avenue from NW l54th Street to NW l70th Street. Drainage design included inter-connected exfiltration trench with positive outfall to the canal system and beautification improvements including asphalt overlay, repair of curbs and sidewalks, striping, signage, and landscaping and irrigation. Drainage in some areas was minimized in order to protect the existing landscaping. The scope included utility coordination, maintenance of traffic, construction support services and permitting through DERM and Miami-Dade Public Works. EDUCATION Bachelor of Science In Civil Engineering, Tulane University. 1993 Minor in Environmental Engineering PROFESSIONAL REGISTRATION Florida Professional Engineering License No, 53850 LEED Accredited Professional 24 ~ 1 __COR ZO _CASTELLA CARBAL LO rnTl THOMPSON lUCJ SAL MAN RAMON CASTELLA P.E., LEED AP Division Director ~ 1 EXPERIENCE Mr. Castella has over 26 years of expertise in Civil Engineering Projects throughout Florida and in the Caribbean. Mr. Castella's Land Development experience includes such projects as Embassy Lakes subdivision, which consisted of a 640-acre residential community and land planning for over 3,000 acres in South and Central Florida. He also has extensive experience with Municipal engineering projects, including the programming, planning, and preparation of construction documents as well as construction administration. Projects range from the development of park facilities and expansion of Municipal buildings to sizable public works projects. His public works projects include drainage, flood control, coastal construction, water and sewer expansions, road and bridge construction, municipal land planning and grant acquisition. Mr. Castella has extensive experience with the design and quality assurance of major roadway projects. Some of his relevant work experience includes: '1 r I . Village of Key Biscayne Redevelopment of Gravity Drainage Wells, Key Biscayne, Florida - Senior Project Engineer in charge of this project, which involved the cleaning, rehabilitation, and redevelopment of 30 existing gravity drainage wells located throughout the Village. Responsibilities included inspections, management, and conducting testing at each well to ensure expected discharge capacity was achieved. The work was funded by a grant from the South Florida Water Management District. , 1 i ' I · I . 1 I Town of Golden Beach Capital Improvements Program, Golden Beach, Florida - Senior Project Engineer for this comprehensive Capital Improvements Program Master Plan that focuses on several major improvement areas: town-wide drainage improvements; utilities underground relocation (electrical, telephone, cable); town-wide streetscape & traffic calming; and renovation to the Town's existing Town Hall building. The Master Plan carefully considered the each of these with respect to feasibility, cost/benefit, and design, as well as an analysis of funding options and scenarios, and schedule for phasing and implementation. j <"-1 I · Village of Pinecrest Watermain Master Plan and System Design, Pinecrest, Florida - Senior Project Engineer for this design project that included the design of over 12 miles of watermain to complete the potable water system of the entire Village. The Master Plan was prepared that included a computerized model of the entire system and public workshops and meetings were held to inform and educate the residents of the extensive work and cost involved in the project. C3TS also prepared special taxing districts to better explain the finances of the project. The two phases of construction provided potable water to over 550 propel1ies previously connected to individual private wells. This successful project also included the implementation of a system during construction to allow each homeowner to select the best location for their new water meter. . , I l. J r I I . J 'I · Palmetto Bay Villagewide Neighborhood Drainage Improvements, Palmetto Bay, Florida - Senior Project Engineer of the field surveying, design, permitting, bidding, and construction administration of drainage improvements at 10 locations throughout the Village. These 10 areas were identified by the Village as having flooding problems. The improvements included new drainage structures, exfiltration trenches, outfalls, and asphalt overlays. The project was completed on schedule and under budget. . North Miami Floodplain Management Plan, North Miami, Florida - Senior Project Engineer responsible for the preparation of a Floodplain Management Plan for the City of North Miami. The rep0l1 provides a detailed assessment of the city's drainage system and helps identify and prioritize the city's floodplain needs . I in order to minimize future flood losses in the community. As documented in Floodplain Management Plan, C3TS was instrumental in the planning process which included public outreach programs, education programs, public meetings and forums, drainage system analysis, including mapping of flood prone areas based on complaint records and field inspections and drainage improvement and maintenance programs. The city's NFlD Program was extremely successful and was able to capitalize on 15% discount for N0l1h Miami's residents flood insurance offered by the National Flood Insurance Program (NFIP). '. Crandon Boulevard Master Plan, Key Biscayne, Florida - Senior Project Engineer of the design for this project that takes an existing suburban style highway and transforms it into a center of cOlmnunity activities. By promoting the safe and secure transit of all types of vehicles and pedestrians, this Crime Prevention Through Environmental Design (CPTED) friendly design also serves to create a source of identity for the cOlmnunity connecting retail, residential, public parks and government facilities into a cohesive design. The project consisted of a master plan that encompassed the design for a 4-lane divided road, improved public safety, casing of traffic congestion, traffic calming, pedestrianization, improved mass transit, streetscape improvements, sidewalks, lighting, and a roundabout. This project, divided into three phases, will provide the Village with a reference for the traffic and public safety impacts of future development or redevelopment of propel1ies fronting Crandon Boulevard and its side streets. EDUCATION Bachelor of Science in Civil Engineering, Florida Imernational University, 1985 PROFESSIONAL REGISTRA TION Florida Professional Engineer License No. 40073 Puerto Rico Professional Engineer License No. 11731 LEED Accredited Professional 25 '1 __CORZO _CASTELLA CARBALLO rxm THOMPSON l.Tll:.ISAlMAN DIANA SUDASASSI-BILBAO. P.E. Traffic Calming '1 EXPERIENCE r 1 Mrs. Sudasassi-Bilbao, with over 14 years of experience, has been Project Engineer, Project Manager, and Engineer of Record on many traffic calming and roadway projects, and is responsible for the design and production of several municipal roadway improvement projects undertaken by the firm. She is experienced in developing residential, commercial and highway lighting and roadway plans. This experience includes implementation of traffic calming devices such as roundabouts and diverter islands, resurfacing and reconstruction plans, drainage design studies and reports, maintenance of traffic, signalization, lighting and signing and marking plans. She has a good drainage and lighting background with many of the local regulatory agencies. Some of her project experience includes: r 1 r 1 . Town of Golden Beach Capital Improvements, Golden Beach, Florida - Traffic Calming Engineer for this comprehensive Capital Improvements Program Master Plan which focuses on several major improvement areas: town-wide drainage improvements; utilities underground relocation (electrical, telephone, cable); town- wide streetscape & traffic calming; and renovation to the Town's existing Town Hall building. The Master Plan carefully considered the each of these with respect to feasibility, cost/benefit, and design, as well as an analysis of funding options and scenarios, and schedule for phasing and implementation. . Pinecrest Water main Master Plan and System Design, Pinecrest, Florida - Civil Engineer for this project which included the design of over 27 miles of watermain to complete the potable water system of the entire Village. The Master Plan was prepared that included a computerized model of the entire system and public workshops and meetings were held to inform and educate the residents of the extensive work and cost involved in the project. C3TS also prepared special taxing districts to better explain the finances of the project. . Crandon Boulevard Master Plan, Key Biscayne, Florida - Traffic Calming Engineer for this project that takes an existing suburban style highway and transforms it into a center of community activities. By promoting the safe and secure transit of all types of vehicles and pedestrians, this CPTED-friendly design also serves to create a source of identity for the community connecting retail, residential, public parks and government facilities into a cohesive design. The project consisted of a master plan that encompassed the design for a 4-lane divided road, improved public safety, easing of traffic congestion, traffic calming, pedestrianization, improved mass transit, streetscape improvements, sidewalks, lighting, and a roundabout. This project, divided into three phases, will provide the Village with a reference for the traffic and public safety impacts of future development or redevelopment of properties fronting Crandon Boulevard and its side streets. 'I , , I 1 I '1 . J , J I , . Plantation Midtown Improvements and Greenway Transit Route (Phase I & II), Plantation, Florida - Senior Civil Engineer for streetscape design that will include the reconstruction of 2.5 miles of mixed use walkways, textured crosswalks, parallel parking, landscaped medians, and a roundabout at a key intersection of the City. As the first phase of a large project, C3TS' design will be the template for all improvements to follow in the City's midtown area. As part of the City's master plan, a greenway transit route for the entire midtown area is included. We have worked with the City in designing the route that the first phase of the bus transit will operate as well as helped them research the different type of transit vehicles available to them. In working hand in hand with the City on this issue, we are ensuring that the design we deliver meets the needs and expectations for the entire scope of their greenway project. . San Amaro Drive Traffic Calming Improvements, Coral Gables, Florida - Traffic Calming Engineer / Project Manager for the construction of San Amaro Drive and Campo Sano Avenue along the west and north boundaries of the University of Miami was a collaborative effort between the City of Coral Gables and the University. The project's primary goal was to slow down traffic along this 0.7 mile peripheral collector roadway, and provide pedestrian safety improvements. A series of traffic calming measures were employed, including lane narrowing, diverters, medians, landscaping, and a roundabout. A continuous sidewalk along the entire project length was constructed tying into the surrounding sidewalks in the neighborhood by way of decorative concrete crosswalks and corner sidewalk extensions. . South Miami Downtown Improvement Project, Phase I, South Miami, Florida - Senior Civil Engineer for the design, permitting, and construction of drainage and watermain improvements within the downtown South Miami area on SW 73rd Street, SW 58th Avenue, and SW 58th C01ll1. Improvements included a 12" watermain extension and new drainage systems. Responsibilities during construction included coordination with local merchants to minimize impact of construction on their business. . Yumuri Street, Monza Avenue & Venera Avenue Improvements, Coral Gables, Florida - Project Engineer for the development of roadway plans including drainage, utility coordination and pavement markings. Coordination of permitting requirements on behalf of the client. Responsible for transmittals, shop drawing reviews, preliminary cost estimates and construction plan clarifications. EDUCA TION Bachelor of Science in Civil Engineering, Florida International University, I994 PROFESSIONAL REGISTRATION Florida Professional Engineer License No. 56926 26 rl __COR ZO _CASTELLA CARBAllO = THOMPSON ~SALMAN CARLOS M. HERDOCIA, P.E. Signalization / Signing & Pavement Marking r 1 EXPERIENCE Mr. Herdocia has over 20 years of experience and has been Project Manager, Senior Design Engineer, and Engineer of Record on various roadway projects for several municipalities in Miami-Dade, Broward, and Palm Beach Counties. Some of these projects include: . SW 2641h Street Improvements (US-l to SW 13ih Avenue), Miami-Dade County, Florida - Project Manager and Senior Project Engineer (Engineer of Record) involved with the design for the proposed street improvements for SW 264lh Street (approx. 0.74 miles). Design elements included a new configuration for SW 2641h Street with a two lane divided roadway within an 80 foot right of way. The proposed con-idol' design consisted of standard travel lanes, bicycle lanes, parking stalls with landscape bump-outs after every second parking stall, a landscaped median, traffic separator, standard curb and gutter, sidewalk, school bus drop-off, pavement marking and signage, roadway lighting and report, school zone with applicable markings, signs and flashers, and modification of existing traffic signal at US-I. Design elements of stormwater management included over 3,150 feet of exfiltration trench, 2,000 feet of solid pipe, 45 drainage structures, pollution control structure with an emergency overflow into Naranja Canal with a rip-rap end-wall and manatee grate. Services also included preliminary field investigations, utility coordination, computation book, drainage report, detailed cost estimates and permitting through DERM. . West Kendall District Park (SW lsih Avenue and SW 120"' Street), Miami-Dade County, Florida - Project Manager and Senior Project Engineer (Engineer of Record) involved with proposed new roadway design and street improvements for Miami-Dade County. Design elements included over 4,600 feet of exfiltration trench, 1,000 feet of solid pipe, 31 drainage structures, over 5,000 feet of 16" water main with sub-aqueous crossing, roadway resurfacing, roadway lighting and report, new signalization with mast arm configuration of existing intersection, over 1 mile of new roadway with sub base, base and asphalt, sidewalk, guardrail, landscaped median, retaining wall, curb and gutter, pavement markings and signs and coordination with structural department for design of proposed Bridge over a canal. Services include the production of Grading and Drainage, Typical Sections, detail plans, preliminary field investigations, utility coordination, computation book, drainage report and detailed cost estimates. Other tasks included permitting through DERM, Miami-Dade Water and Sewer, Miami-Dade Fire Rescue, Florida Depaliment of Health and acquisition of Right of Way permit through SFWMD. r ) '1 , 1 I I , 1 . , , , . Hialeah Street Improvements, Hialeah, Florida - Project Manager and Senior Roadway Engineer (Engineer of Record) for the engineering design and preparation of construction drawings and specifications for numerous roadway reconstruction projects in the City of Hialeah varying from 0.5 to 1.5 miles, and two- to five-lane sections. The improvements included geometry, earthwork, pavement sidewalk, curb and gutter, raised median, drainage, lighting, pavement marking and signage. Some of the projects include: West 44'h PI. from West 10th Ave. to West 12'h Ave. West 26th St. from West 52nd Ave. West 60th Ave. West 33rd St. from Palm Ave. to East 4th Ave. West 37'h St. from West of 16th Ave. to West 8'h Ave. West 46'h St. from West 16'h Ave. to West 12th Ave. West 56th St. from West 26'h Ave. to West 20'h Ave. West 18th Ave. from Okeechobee Rd, to West 49th Ave. - East 8th Ct. from East 45'h St. to East 49th St. - East 8'h Lane from East 45'h St. to East 49th St. - East 9th Ct. from East 45th St. to East 491h St. - East 9'h Lane from East 45'h St. to East 49'h St. - East 4yth St. from East 8'h Ave, to East lO'h Ave. - East 2nd Ave. from East 33rd St. to West41" St. - East 2211(1 St. to East 241h St. & East 9'h Ave. . NW nnd Avenue from Okeechobee Road to NW 122nd Avenue, Miami, Florida - Project Manager and Senior Project Engineer (Engineer of Record) responsible for design of 2.5 miles of roadway. Project includes widening from two lane to four lane divided as well as installing new drainage on existing four-lane section of the corridor. Also included are the reconstruction of sidewalks, curb and gutters, upgrading 11 signalized intersections to mast arm configuration, and the installation of lighting. . SW 6th Street Improvements, Sweetwater, Florida - Project Engineer on the design of approximately 0.5 miles of urban road resurfacing, sidewalk rehabilitation, drainage improvements, pavement marking and signage, and landscaping plans. Responsibilities included Construction Administration and Inspections. . NE Innd Street Improvements, North Miami Beach, Florida - Project Manager and Senior Roadway Engineer (Engineer of Record) on 0.8 mile roadway widening and resurfacing project including pavement widening, overlay, curb and gutter, curbed islands, landscaping, drainage, on-street parking, lighting, pavement marking and signage. EDUCATION Bachelor of Science in Civil Engineering, Florida International University, 1988 PROFESSIONAL REGISTRATION Florida Professional Engineer License No.: 47660 27 , 1 __COR ZO _CASTELLA CARBALLO = THOMPSON UJ..CjSALMAN RICHARD BLANCO, P.E. Streetscape Design / Civil Engineer '1 EXPERIENCE Mr. Blanco has over 17 years of experience in Civil Engineering, with project experience in drainage design, bridge hydraulics, wastewater collection and transmission, drainage works, land development, parks, street improvements, and industrial facilities. He has served as project engineer and project manager for governmental and commercial clients on a wide variety of project assignments. He has extensive experience in sitework engineering for industrial and commercial facilities, including design of drainage, wastewater collection and treatment, and enviromnental permitting. . Town of Golden Beach Capital Improvements, Golden Beach, Florida - Project Engineer for this comprehensive Capital Improvements Program Master Plan which focuses on several major improvement areas: town-wide drainage improvements; utilities underground relocation (electrical, telephone, cable); town-wide streetscape & traffic calming; and renovation to the Town's existing Town Hall building. The Master Plan carefully considered the each of these with respect to feasibility, cost/benefit, and design, as well as an analysis of funding options and scenarios, and schedule for phasing and implementation. . Sunset Drive Improvements (West of US-I), South Miami, Florida - Senior Project Engineer for this master planning project involving the development of conceptual streetscape and infrastructure improvements along Sunset Drive from the western city limits to US-I. These include delineating intersections with concrete pavers and crosswalks, redefining roadways sections, and providing new lighting and landscape design to increase public safety and appeal. In addition, a new architectural site plan for City Hall was designed incorporating surrounding public spaces and facilities to create an enhanced civic and community space. The master plan was developed substantially in accordance with the City's Hometown Plan Area 2, and evaluated proposed improvements with respect to their feasibility, cost/benefit, design, and construction. In addition, C3TS held three public workshops to collect public opinions and suggestions, and ensured the Master Plan was sensitive to the community. Crandon Boulevard Master Plan, Key Biscayne, Florida - Senior Project Engineer of design for this project that takes an existing suburban style highway and transforms it into a center of community activities. By promoting the safe and secure transit of all types of vehicles and pedestrians, this CPTED-friendly design also serves to create a source of identity for the community connecting retail, residential, public parks and govermnent facilities into a cohesive design. The project consisted of a master plan that encompassed the design for a 4-lane divided road, improved public safety, easing of traffic congestion, traffic calming, pedestrianization, improved mass transit, streetscape improvements, sidewalks, lighting, and a roundabout. r 1 , 1 , 1 , 1 I J ~ 1 . -l Plantation Midtown North Streetscape & Roadway Improvements, Plantation, Florida - Senior Project Engineer for streetscape design that will include the reconstruction of2.5 miles of mixed use walkways, textured crosswalks, parallel parking, landscaped medians, and a roundabout at a key intersection of the City. As the first phase of a large project, C3TS' design will be the template for all improvements to follow in the City's midtown area. As part of the City's master plan, a greenway transit route for the entire midtown area is included. We have worked with the City in designing the route that the first phase of the bus transit will operate as well as helped them research the different type of transit vehicles available to them. In working hand in hand with the City on this issue, we are ensuring that the design we deliver meets the needs and expectations for the entire scope oftheir greenway project. Phases IA & IB Water Main Extension / SW n"d to SW 801h Street and from SW 6ih Avenue to SW 70lh A venue, City of South Miami, Florida - Project Engineer for this project which consisted of the installation of approximately 2,640 lineal feet of8" D.LP. water main with associated fire hydrants, water meters, valves, fittings, pavement restoration and I" pavement overlay throughout a residential conununity within the city limits of South Miami. Although most of the project took place within residential streets, there was a need to tap into an existing water main along a highly traveled road. This project site was visited at least twice a week and sometimes even twice on one particular day. In addition to observing the on-going work, digital pictures were taken at almost every visit to record the project progress. . Indian Creek Village Improvements, Indian Creek, Florida - Project Engineer for this project in which C3TS and Rosenberg Gardner Design (RDG) developed a Master Plan for the Village oflndian Creek through a series of public presentations and workshops with the Village Council and residents. Based on the Master Plan, C3TS and RDG have completed the Preliminary Design of the proposed improvements. These improvements include reconfiguration of the Village entrance by tightening the corner radii, expanding the landscaped corners on either side, creating an oval landscaped island, and historically restoring of the existing Gate House. The main roadway into the Village will also be reconfigured by narrowing the travel lanes to l2-feet, introducing of a center landscaped median, and a 5 ft. wide sidewalk for pedestrian and traffic safety. The main thoroughfare through the Village will be reconfigured to introduce several safety improvements including: narrowing the road to inhibit speeding, creating an 8-ft pathwav for pedestrians and bicvclists. and providing lighting along the pathwav. . . EDUCATION Master of Fine Arts in Creative Writing Florida International University, 1997 Bachelors of Science in Civil Engineering Florida International University, 1991 PROFESSIONAL REG/STRA TlON Florida Professional Engineer License No. 53135 28 rl t- COR Z 0 CASTELLA _ CARBALLO r.t:m THOMPSON =SALMAN ERNESTO A. FABREGAS, P.E., CFM Chief Drainage Engineer ~l EXPERIENCE rl Mr. Fabregas has over 35 years of experience in the design and construction of large-scale civil engineering and transportation projects. His background in construction has included several design build projects giving him an exceptional background. In addition he has been heavily involved in the area of drainage design for transportation projects. He has an in-depth knowledge of permitting requirements under SFWMD and SJRWMD permit criteria and has utilizing various software packages as AdICPR, Pond Pack, Flow Master, Culvert Master, WSPRO, HEC-22, TR-55, FDOT Optional Culveli Estimator and has developed various Hydraulic Design Mathcad and Excel spread sheet programs. Some relevant projects include: . Districtwide Drainage Design Services, FDOT District 4 - Senior Project Engineer responsible for providing analysis, design selvices to FDOT District 4's In-House Drainage Team. C3TS functions as a direct extension of District 4's staff on these projects. Under this contract the following drainage studies and projects have been performed: SR 714 Ma11in Downs Blvd. Flood Study; SR AlA Tidal Flooding Remediation at Hollywood Beach; SR AlA at the Moorings in Indian River County (Flooding Study); SR 5 at PGA Blvd. in Palm Beach County (Flood Study and Design Exfiltration Trenches); SR 70 in S1. Lucie County (Design of 3 miles of 4-lane divided rural arterial drainage system); SR 80 and Entrada Acres Flooding Study; and NE 24th Street and SR 5 Flooding Study. . Project Development and Environment (PD&E) Study for the widening of SR 710 PD&E from CR 609 in Martin County (District 4) to SR 70 in Okeechobee County (District 1), FDOT District 4 - Senior Drainage Engineer for the study of this 25 mile corridor (alternatives are being developed for the 15 mile segment from CR 609 to thc Okeechobee/Mal1in County line under this study). This study is one of six PD&E Studies being conducted by FDOT for the SR 710 cOlTidor in Palm Beach and Ma11in County. The purpose of this study is to relieve future congestion by providing additional capacity and transit modes along the existing SR 710 corridor. As part this study, C3TS will provide support to the prime consultant in geometries and development of alternatives and lead the study in conducting the District's new Pond Siting procedures. This project contains an interceptor ditch within the RlW that constitutes part of the regional drainage system, which collects and conveys runoff under SR 710 from more than 26,000 acres of offsite properties. The proposed stormwater management system incorporates protection for nearby wetlands while providing the required stormwater treatment and attenuation. . 95 Express Lanes (from South of SR 112 to North of SR 826), Miami-Dade County, Florida, FDOT District 6 - Senior Drainage Engineer for this project which includes re-striping 1-95 and modifying shoulders to provide two II-foot Express Lanes and four II-foot regular travel lanes in each direction; installing electronic Open Road Tolling (ORT) equipment similar to that already in use along SR 836 and the Florida Turnpike; implementing Intelligent Transp0l1ation System (ITS)-related equipment including electronic message signs and ramp signals; widening several bridges along 1-95 in the vicinity ofSR 112 and modifying existing on and off ramps between 1-95 and SR 112 to accommodate the new Express Lanes; modifying storm water drainage; and converting the NW 10th Avenue on ramp to northbound 1-95 to a dedicated Express Lane. 1-95 SB from NW 125'h Street to NW 135t11 Street, Miami-Dade County, Florida FDOT District 6 - Senior Project Engineer for the capacity improvements to 1-95 SB from NW 1251h Street to North of the Opa- Locka Blvd. Interchange. The project includes addition of a general-purpose lane through the project limits and an exclusive auxiliary lane between NW 125th S1. and the NW 1351h S1. on-ramp. The project also includes the widening of three bridges with modified AASHTO beans, widening adjacent to existing MSE wall systems, analysis of French drain systems adjacent to MSE walls and concrete pavement design. 1-95 Southbound Widening from Opa-locka Blvd. to NW 125'h Street, Miami-Dade County, FDOT District 6 - Senior Project Engineer for the drainage design of the capacity improvements to 1-95 Southbound from NW 1251h S1. to NW 1351h S1. The objective of the project is to provide capacity improvements to 1-95 by adding an additional general purpose lane within the project limits as well as an auxiliary lane between the NW 1251h S1. Off-Ramp and the NW 1351h S1. On-Ramp. Some of the challenges to be overcome for this project include the widening of three bridges (NW 131$1 S1., NW 135111 S1. and Opa-Locka Blvd.), and the alteration/modification of existing MSE Walls to accommodate the proposed widening. The drainage system consists of exfiltration trenches with controlled positive outfall. f 1 I r , I 1 J . f I I ~ 1 , I , , i , I . . I. . . Florida Department of Transportation Drainage Handbook - Exfiltration Systems, Central Office - Senior Project Engineer for the development of the FDOT's Standard Drainage Handbook. Addresses the design of exfiltration trenches and injection wells to be utilized or a statewide basis. EDUCA nON B.S. Civil Engineering (Validation), University of Miami,1997 MS. Organization & Management of Construction, Moscow Management Institute, Republic of Russia, 1980 B.S. Civil Engineering Structures and Roadways, Universidad de Oriente, Cuba, 1975 PROFESSIONAL REGISTRATION & CERTIFICATIONS Florida Professional Engineer License No. 53841 Certified Floodplain Manager SFWMD ERP Training FDOT Specijications Package Preparation Training FDOT PPMTraining FDOT Advanced Work Zone Trajfic Control Certification AASHTO Roadside Design Guide Training FES Storm water Management Design Course SFWMD SHGWT Training AdlCPR Training 29 r1 __COR ZO _CASTELLA CARBAllO = THOMPSON ~SAlMAN DA VE E. CLARKE, P.E. Drainage & Permitting r 1 EXPERIENCE Mr. Clarke has over nine years of experience on various roadway projects for several municipalities in Miami- Dade County. His experience also includes the inspection, construction, and coordination of utilities for major projects, including urban arterials, limited access facilities, and design/build projects for FOOT. Some of his experience includes: . SR 862 (1-595) west of 1361h Street to east of the Turnpike, Design Build P3, Broward County, FOOT District 4 - Project Engineer for the proposed P3 improvements of an approximate 10-mile section of SR 862 (1-595) west of 136111 Street to east of the Turnpike. The project includes the coordination of conflict resolution with a total of 18 VAO facilities in the area of the project. Responsible for the design and development of Utility Adjustment Plans and cost estimates for relocation work. Responsible for producing plans specification and cost estimates for the relocation of facilities owned by the City of Sunrise and the Town of Davie, and for coordinating reimbursable agreements with all UAO facilities in the area of the project. . SW 2641h Street Improvements (US-I to SW 1371h Avenue), Miami-Dade County, Florida - Project Engineer involved with the design for the proposed street improvements for SW 264 Street (approx. 0.74 miles). Design elements included a new configuration for SW 264 Street with a two lane divided roadway within an 80 foot right of way. The proposed corridor design consisted of standard travel lanes, bicycle lanes; parking stalls with landscape bump-outs after every second parking stall, a landscaped median, traffic separator, standard curb and gutter, sidewalk, school bus drop-off, pavement marking and signage, roadway lighting and report, school zone with applicable markings, signs and flashers, and modification of existing traffic signal at US-I. Design elements of storm water management included over 3,150 feet of exfiltration trench, 2,000 feet of solid pipe, 45 drainage structures, pollution control structure with an emergency overflow into Naranja Canal with a rip-rap end-wall and manatee grate. Duties also included preliminary field investigations, utility coordination, computation book, drainage repOli, detailed cost estimates and permitting through DERM. . West Kendall District Park, Miami, Florida - Project Engineer involved with proposed new roadway design and street improvements. Design elements included over 4,600 of exfiltration trench, 1,000 feet of solid pipe, 31 drainage structures, over 5,000 feet of water main, roadway resurfacing, signalization of existing intersection, over 1 mile of new roadway with sub base, base and asphalt, sidewalk, guardrail, curb and gutter and stripping and coordination with structural department for design of proposed Bridge over a canal. Also responsible for the production of Grading and Drainage, Typical Sections and Detail plans. Duties also included preliminary field investigations, utility coordination, permitting through DERM and drainage report and detailed cost estimates. . South Miami Downtown Improvements Phase IV, South Miami, Florida - Project Engineer involved with street and drainage improvements. Design elements included over 200 feet of exfiltration trench, 200 feet of solid pipe, ten drainage structures, milling and resurfacing of roadway, side walk, curb and gutter stripping & signing landscaping and irrigation and maintenance of traffic (MOT) plans. Also responsible for the production of demolition, geometry paving grading and drainage, typical sections and detail, landscaping and irrigation plans. Duties also included drainage report and detailed cost estimates. . Street Improvements from East 22 Street to East 24 Street & East 9 Avenue, Hialeah, Florida - Project Engineer involved in design and preparation of construction drawings and specifications for the roadway reconstruction to this two-lane residential section with parking in accordance with the current city policies; including roadway pavement, curb and gutter, sidewalk, earthwork, drainage, street lighting, pavement marking, and signing. . Hialeah Street Improvements Phase II, Hialeah, Florida - Project Engineer responsible for drainage and street improvements. Design elements included over 5,500 feet of exfiltration trench, 1,000 feet of solid pipe, sixty six drainage structures, new road base and sub base, side walk, curb and gutter and pavement markings. Duties also included preliminary field investigations, permitting through DERM, drainage report and detailed cost estimates. r1 r 1 I r J r , J : I . , ~ 1 . 1 , J , J . MDCPS State School "WWW", Hialeah, Florida - Project Engineer involved with site plan development for new a new school. Design elements included over 2,000 feet of ex filtration trench, 1,000 feet of solid pipe, 30 drainage structures, propose water and sewer tap and laterals, new parking lot base and sub base, street resurfacing, curb and gutter and stripping. Also responsible for the production of Demolition, Geometry Paving Grading and Drainage, Typical Sections and Detail plans. Duties also included preliminary field investigations, utility coordination, permitting through DERM and Florida Depaliment of Environmental Protection (FDEP). EDUCATION Masters in Civil Engineering, Florida International University, 2008 Bachelor of Science in Civil Engineering, Florida International University, 2002 PROFESSIONAL REGISTRA TION Florida Professional Engineer License No. 66553 30 r1 '1 r 1 r I , 1 I r 1 J r 1 . j , 1 ! 1 l I . \ . J ( I . . __COR Z 0 _CASTEllA CARBALLO ~ THOMPSON U1l:JSALMAN TOMAS RUIZ, P.E., CFM, LEED AP GIS / Drainage Engineer EXPERIENCE Mr. Ruiz has over eight years experience in design and construction of civil engineering and site development projects. He has served as a project engineer for various drainage, water and sewer projects. His drainage experience includes Environmental Resource Permitting (ERP), multi-basin floodplain analysis, and cut and fill analysis. He is proficient at various software packages including MBR (SFWMD Multi-Basin Routing Software), AdICPR (Advance Interconnected Pond Routing), Flowmaster, AutoCAD, AutoTurn and EaglePoint. Some of his project experience includes: . GIS Development for Pavement and Sidewalk Assessment in the Town of Cutler Bay (2008-2009) - GIS and database programmer responsible for the development and analysis of GIS data as part of the Town's pavement and sidewalk assessment. This project consisted of collecting field data, analyzing data, developing GIS layers, and providing recommendations to the Town. A relational database, using MS Access, was developed to digitally store field data in real-time as technicians collected it. Arcview GIS was used to analyze field data and determine zones based on pavement condition. These zones were used to update the Town's capital improvement plan. GIS layers developed for this study were later used to prepare a submittal of projects eligible for Federal Stimulus Funds. . Oakes Road Planning Level Analysis Study, Davie, Florida - Engineer responsible for the development of a feasibility study to evaluate extending Oakes Road over Florida's Turnpike and connecting it to Davie Road. The purpose of this feasibility study is to document the Purpose and Need for the extension of the corridor. This will form the basis for further study during a Project Development & Environment (PD&E) phase of the corridor. The study corridor follows Oakes Road from Davie Road to State Road 7 and is approximately 1.72 miles long. During the study, existing planning studies and comprehensive plans were evaluated, coordination was held with regional agencies (Broward MPO, FOOT District Four and Florida's Turnpike) and a conceptual roadway geometry was developed to determine the potential roadway footprint and required bridge crossing. . 1-595 Express Design Build Finance Operate Maintain (DBFOM) from 1-75 to West of 1-95 in Broward County, Florida, FDOT District 4 (Ongoing) - Project Engineer for this $1.22 Billion (Construction) Public Private Partnership (P3) Infrastructure project covering 10.5 Miles of improvements along 1-595 including the total reconstruction of the interstate and the implementation of three reversible tolled express lanes. Utility Project Engineer for the development of lP A Horizontal Directional Drilling projects beneath 1-595 for the installation of communication fiber optic facilities for Comcast and Fibernet. . Town of Medley Water-Loss Database (2004) - Database progranm1er. This project consisted of developing a relational MS Access database to streamline daily operations and monthly reports generated by the Public Works Department. Specific emphasis was placed on the ease with which the database accepts information and generates reports. The database consists of five modules, which require the user to simply input parameters and all calculations are performed and stored internally by the database. All reports are available through user-friendly interfaces which require the user to select the desired report from a drop-down box and click on a print button. . Districtwide PD&E Consultant - PL&EM Library (GIS, Database & Maintenance), FDOT District 4 - Project Manager for this Task Work Order, assisting the District with maintenance of their Planning and Environmental Management Office Electronic Library and development of a Data Entry Interface to work with their existing database. Includes coordination with GIS personnel for exporting database contents, scanning and cataloging library contents and maintaining their physical library as well. In-house personnel provided for weekly maintenance and coordination. . SW 10th Street Corridor Feasibility Study from the Sawgrass Expressway to I 95 in Broward County, FDOT District 4 - Drainage Engineer for the development of a corridor feasibility study evaluating potential transportation improvements for a 3 mile corridor connecting two limited access facilities. Concepts considered include I) No Build; 2) TSM; 3) At-grade expansion to a six-lane arterial; and 4) Six-lane controlled access arterial with urban interchanges (SPUI's) at Military Trail and Powerline Road, and frontage roads; 5) Four-lane express roadway with urban interchanges (SPUI's) at Military Trail and Powerline Road and frontage roads; 6) Transit alternative with a six-lane divided facility with a two-lane, two-way dedicated busway in the center. Improvements to the Sawgrass Expressway interchange with Florida's Turnpike were also evaluated. EDUCATION Bachelor of Science in Civil Engineering, Florida International University, 2004 Associate of Arts Degree in Pre- Engineering, Miami Dade College, FL, 2001 Associate of Science Degree in Electronics Technology, Cochise Community College, AZ, 1999 PROFESSIONAL REGISTRA TION Florida Professional Engineer License No. 69213, 2009 Certified Floodplain Manager LEED Accredited Professional 31 rl __COR '0 _CASTELLA CARBALLO = THOMPSON UWSAlMAN RODRIGO O. RODRIGUEZ, P.E., CCS Senior Project Engineer r 1 EXPERIENCE Mr. Rodriguez has over 30 years of professional responsibility in infrastructure planning, design, construction, and operation for an array of capital projects in civil, sanitmy, and environmental engineering fields; for municipal and other public agencies and for private industry. Mr. Rodriguez has served as consultant and City Engineer to a number of municipalities as well as having experience as Director of the Public Utilities Depmtment serving a population of 160,000 with potable water and wastewater utilities, including as 16 MGD water treatment plant. He was the lead project manager for the closure of the NW 581h Street landfill in Miami-Dade County, a 360-acre Superfund site, which included final cap and stormwater management and creation of freshwater wetlands. Mr. Rodriguez's experience covers a wide range of services including water, wastewater, and stonnwater utilities, utility rate structures, capital improvement, and emergency response planning. His expertise also covers the area of coastal and saltwater wetlands. He was project manager on the restoration of the mangrove wetlands in the Oleta River Basin, which covered 7 acres requiring regrading and replanting. He has designed other salt water and fresh water wetlands, including sub-aquatic grasses and littoral zones to form part of migration areas. Specific project experience includes: Highlands Village Neighborhood Improvements, City of North Miami Beach, Florida - Senior Civil Engineer for a $6 million dollar neighborhood improvement project in a low lying area of the City of North Miami Beach with extensive flooding and water quality problems resulting from failed onsite septic systems. The project included design of a pumped deep well disposal system, design of a wastewater collection and transmission system, including a new pump station and force main, design of roadway and site improvements, preparation of construction plans, permitting and preparation of grant applications seeking financial assistance to complete the project. South Miami Watermain Extension - Phase IA & IB, City of South Miami, Florida - Senior Engineer for this project which consisted of the installation of approximately 2,640 lineal feet of 8" D.1.P. water main with associated fire hydrants, water meters, valves, fittings, pavement restoration and 1" pavement overlay throughout a residential community within the city limits of South Miami. Although most of the project took place within residential streets, there was a need to tap into an existing water main along a highly traveled road. r 1 r 1 r 1 r J . I 1 . I . . J · 1 I . ! , I . I , J , j I . , , I . NW 16th Street Water Main and Sewer Force Main, Lauderhill, Florida - Senior Engineer for this project which included 3,100 L.F. of 16" DIP; 400 L.F. of 16" HOPE Pipe (HDD under US-441); and 800 L.F. of 12" DIP. The main purpose of this wastewater transmission main project is to provide wastewater service to new development in the east portion of the City; in particular to the new Central Broward Regional Park, new developments such as Georgetown, and to provide pump station flow relief. A large 16" diameter HD polyethylene pipe crossing under US-441 was required. Monticello Service Area Sewer System, North Miami Beach, Florida - Senior Engineer for the planning of the Monticello Pump Station included the tributary of commercial properties along N.E. 163rd Street and single/ multi-family neighborhoods within the service area of the Monticello District. The first phase of construction consisted of installing gravity sewers to the commercial sector; disconnecting existing septic tanks, and working with the individual property owners to properly locate the service laterals. The pump station is sized to accommodate a future extension of the sewers to the residential areas. . MCC Pump Station and Force Main - Project Manager for this Project which consisted of renovations and upgrades to a wastewater lift station that was "piggy-backing" into another pump station, which in turn exhibited more than 10 hour/day in operation. The project consisted of constructing a Y2 mile long force main and upgrading the pump station to permit manifolding into existing transmission main, thereby allowing both stations to operate well within the 10 hour day maximum. The design included a casing crossing of a railroad spur and sequencing of the work to allow full-time by-passing of the flows and providing uninterrupted flows. . Medley Booster Pump Station, Town of Medley, Florida - Project Manager for this pump station project which included the site selection, hydraulic analysis, preliminary design report, final design, construction documents, construction administration, pump testing and start-up services. This project was awarded an Engineering Excellence Honorable Mention award from the Florida Institute of Consulting Engineers (FICE). The Medley Booster Pump Station is a project whose implementation provided an innovative, cost- effective solution to chronic problem in the area. . Freshwater Wetlands Enhancement; 58th Street Landfill, Miami-Dade County - Project Manager in the design of closure of a 360-acre landfill on EP A's priorities list. Design offorty-acre freshwater wetland, including eradication of exotic vegetation, providing for stormwater retention of the site. Design of remedial actions, site grading, stormwater management, littoral and sedimentation areas, perimeter dikes, overflows and underdrain system. Wetlands' perimeter was approximately 8,000 feet long. EDUCATION Bachelor of Science in Civil Engineering, University of Miami, 1973 PROFESSIONAL REGISTRATION Florida Professional Engineer PROFESSIONAL AND CIVIC AFFILIATIONS National Society of Professional Engineers (NSPE) Florida Engineering Society (FES) American Society of Civil Engineers (ASCE) American Water Works Association (A WWA) AWARDS Recipient of the Outstanding Service to the Engineering Profession Award, Florida Engineering Society, Miami Chapter, 2002 Recipient of the Second Place Award for Chapter Excellence as President of the Miami Chapter of the Florida Engineering Society, 2001 Recipient of the Consulting Engineer of the Year Award, American Institute of Architects, Miami Chapter, 2001 32 r1 r 1 , 1 r 1 , J I r 1 I I . \ , \ -l . , __COR ZO _CASTELLA CARBAllO rrm THOMPSON L..I:J.I:JSALMAN SEAN COMPEL, P.E., LEED AP Senior Construction Administrator EXPERIENCE Mr. Compel has over 9 years of experience in the construction of civil engineering and site development projects. He has served as project construction administrator and project engineer for various drainage, water, sewer, underground electrical, and industrial projects. His experience in construction service has allowed him to effectively deliver projects satisfying all owner requirements. Responsibilities during construction include permitting, review of scheduling, and overall cost analysis. He is proficient at various software packages including Microsoft Project, MBR (SFWMD Multi-Basin Routing Software), Flowmaster, AutoCAD, AutoTUI11 and EaglePoint. Some of his project experience includes: . Village of Key Biscayne Redevelopment of Gravity Drainage Wells, Key Biscayne, Florida - This project involved the cleaning, rehabilitation, and redevelopment of 30 existing gravity drainage wells located throughout the Village. Responsibilities included inspections, management, and conducting testing at each well to ensure expected discharge capacity was achieved. The work was funded by a grant from the South Florida Water Management District. . NW 82nd Avenue Improvements, Doral, Florida - Project Manager and Construction Administrator for this project which included the study, design, and construction administration of various improvements on NW 82nd A venue from NW 12th Street to NW 25th Street. It consisted of milling and resurfacing, sidewalk and curb and gutter replacement and reconstruction, handicap ramp replacement, and drainage work including the installation of exfiltration trenches, concrete manholes and solid pipes. The project also involved the repair of damaged asphalt around existing manholes, valves, and above existing drainage trenches and crossings. The final design also included pavement markings and signage. . VilIagewide Drainage Improvements, Palmetto Bay, Florida - Construction Administrator for this project which involved drainage improvements at 10 locations throughout the Village of Palmetto Bay. These 10 areas were identified by the Village as having flooding problems. The improvements included new drainage structures, exfiltration trenches, outfalls, and asphalt overlays. The project was completed on schedule and under budget. . South Miami Downtown Improvements, South Miami, Florida - Construction Administrator and Project Designer for these improvements within the South Miami Downtown area. The improvements consisted of the design, permitting, and construction of streetscape improvements including watermain extensions, new French drains, new wide pedestrian friendly sidewalks, irrigation, lighting, and landscaping. These updated systems were vital to allow the downtown area to develop and expand. Responsibilities during construction included coordination with local merchants to minimize impact of construction on their business. . Village of Key Biscayne Zones 1 & 4 Water Main and Sanitary Sewer Replacement, Key Biscayne, Florida - Construction Manager responsible for the construction administration for this project that includes the construction of sanitary sewers, manholes, existing pump station upgrades and modifications, lateral connections, fire hydrants, water main replacement including valves and appUlienances, and roadway/right-of-way restoration, and other related work as shown on the plans. . Village of Key Biscayne Zones 2 & 3 Reclaimed Water & Line Replacement Sanitary Sewer, Key Biscayne, Florida - Director of Construction Services responsible for the construction administration for this project that includes the construction of sanitary sewers, manholes, existing pump station upgrades and modifications, lateral connections, fire hydrants, water main replacement including valves and appurtenances, and roadway/right-of-way restoration, and other related work as shown on the plans. In addition to observing the on-going work, digital pictures were taken at almost every visit to record the project progress. . Pinecrest Watermain Master Plan and System Design, Pinecrest, Florida - Project Manager and Construction Administrator for the installation of over 12 miles of watermain infrastructure throughout the Village. This two phase project provided potable water to over 550 properties previously connected to individual private wells. This successful project also included the implementation of a system to allow each homeowner to select the best location for their new water meter. . Golden Beach Capital Improvements Program, Golden Beach, Florida - Construction Administrator for this comprehensive Capital Improvements Program Master Plan that focuses on several major improvement areas: town-wide drainage improvements; utilities underground relocation (electrical, telephone, cable); and town-wide streetscape & traffic calming. The Master Plan carefully considered each of these with respect to feasibility, costlbenefit, and design, as well as an analysis of funding options and scenarios, and schedule for phasing and implementation. EDUCATION Bachelor of Science in Civil Engineering, University of Miami. 2002 PROFESSIONAL REGISTRATION Florida Professional Engineering License No. 66618 LEED Accredited Professional 33 r J __CORZO .CASTELLA CARBALLO = THOMPSON ~SALMAN DANILO CAICEDO, E.t. Senior Inspector r 1 EXPERIENCE Mr. Caicedo has over 31 years of experience in all phases of construction and inspections. During this time he has built multi-million dollar projects from initial to final phase, commercial developments to custom single family housing, has carried out daily on-site inspections and supervision, maintaining excellent conununication skills and safety standards. He has acquired building permits and supervised project construction as well as review of plans and specifications. Some of his project experience includes: . North West South River Drive Relocation, Medley, Florida - Senior Inspector for this project in which C3TS provided engineering design and construction administration of improvements to North West South River Drive, (from NW 127 Street to NW 122 Street) as part of the area redevelopment effOlt. This project comprises Northwest South River Drive Relocation and Stormwater Improvements - Phase I and consists of the construction of approximately 1,500 linear feet of municipal roadway (2-lane) construction, including associated stormwater system improvements and coordination with the proposed Medley Linear Park project. This phase included the relocation of the road (demolition and new construction), the supply and installation of storm pipes, exfiltration trenches, catch basins, manholes and all appurtenances associated with the drainage system. Also including the use, inspection, cleaning and connection with the existing drainage system, construction of swales, concrete curb and gutters and valley gutters, driveway approaches, concrete sidewalk, landscaping which includes sodding and restoration of existing plants and trees, removal and disposal off-site excavation materials. The construction inspection services included on site personnel to provide overseeing, coordinating, and inspecting the work of surveyors and construction contractors. Responsibilities included monitoring, record keeping, approving and recommending requisitions for compensation, review of change orders, estimations, claims, scheduling, shop drawings and remedial designs. C3TS also provided responses to Requests for Information (RFI) and assuring compliance with all local, state and federal regulations, on behalf of the Town of Medley. By performing regular field observations, effective conununication was established between the Construction Administrators, Engineers, Contractor, and Owner. , 1 r 1 r 1 r f I 1 , I , 1 I t . , . Sunset Drive Improvements (West of US-I), South Miami, Florida - Senior Inspector for this master planning project involving the development of conceptual streetscape and infrastructure improvements along Sunset Drive from the western city limits to US-I. These include delineating intersections with concrete pavers and crosswalks, redefining roadways sections, and providing new lighting and landscape design to increase public safety and appeal. The master plan was developed substantially in accordance with the City's Hometown Plan Area 2, and evaluated proposed improvements with respect to their feasibility, cost/benefit, design, and construction. In addition, C3TS held three public workshops to collect public opinions and suggestions, and ensured the Master Plan was reflective of, and sensitive to the community. . Palmetto Bay ViIlagewide Drainage Improvements, Palmetto Bay, Florida - Senior Inspector for this project that involved field surveying, design, permitting, bidding, and construction administration of drainage improvements at 10 locations throughout the Village. These 10 areas were identified by the Village as having flooding problems. The improvements included new drainage structures, exfiltration trenches, outfalls, and asphalt overlays. The project was completed on schedule and under budget. . Belle Meade Drainage Improvements, Miami, Florida - Senior Inspector of the civil portion of this $8 million project which consisted of the design and permitting of a drainage and streetscape improvement project encompassing several miles of road in a developed flood-prone neighborhood providing quality treatment through the use of exfiltration trenches and storm water treatment units and discharging through a large stormwater pump station to the Little River Canal. Permitting included pre/post computer modeling and stage calculation for Miami- Dade's Class II Surface Water Management Permit. . Pinecrest Watermain Master Plan and System Design, Pinecrest, Florida - Senior Inspector for the design of over 27 miles of watermain to complete the potable water system of the entire Village. The Master Plan was prepared that included a computerized model of the entire system and public workshops and meetings were held to inform and educate the residents of the work and cost involved in the project. C3TS also prepared special taxing districts and an EQCB Variance to detail the finances of this $23 million project. . Highland Village Neighborhood Improvements, North Miami, Florida - Senior Inspector responsible for the construction inspection services consist of on-site personnel to provide the construction engineering administration services including but not limited to overseeing, coordinating and inspecting the work of surveyors and construction contractors. Responsibilities include monitoring, record keeping, approving and reconunending requisitions for compensation, review of change orders, estimations, claims, scheduling, shop drawings and remedial designs. C3TS also provides responses to Requests for Information (RFI) and assuring compliance with all local, state and federal regulations, on behalf of the City of North Miami Beach. EDUCA nON Master of Civil Engineering Norwich University, Vermont, 2009 Bachelor of Science in Engineering Florida International University, 1990 REGISTRA TIONS Engineer Intern 1100009198 34 rl t._gA~TRE~l~ CARBAllO lID] ~H;~~S~~ '1 EXPERIENCE rl Ms. Beltre has over 18 years of experience and has been Project Manager, Engineer of Record and Senior Project Engineer on several Project Development and Environmental (PD&E) Studies, Transp0l1ation Planning Studies, as well as highway and bridge final design projects. She has also pm1icipated in numerous trainings and certifications including her most recent coursework in Urban Transportation Planning which r 1 included: travel demand forecasting, trip generation, trip distribution, transit planning, mode split, traffic assignment and land use issues. She has also been involved in and has experienced with the design of signing and marking, lighting, and signalization. Some of these projects have included: r I . 1 Golden Glades Interchange PD&E Study (SR 826 EB to 1-95 NB), Miami-Dade County, Florida, FDOT District 6 - QA I QC Officer for the development of this two stage PD&E Study. The Golden Glades Interchange is of regional importance providing connectivity to six major principal m1erials andlor limited access expressway facilities including 1-95/SR 9A, SR 9, SR 9 I (Florida's Turnpike), US- 441/SR 7 and SR 826 (The Palmetto Expressway). The first stage is to evaluate a new direct connect ramp from Eastbound SR 826 to Northbound 1-95 as well as various operational improvements to the various interchange internal ramp systems (Including development of an IMR). The second Stage is to develop a Master Plan that incorporates these improvements in addition to the development of a direct connect elevated managed lanes connection to and from SR 826 to and from the north connecting to the 1-95 elevated flyover express lanes. · t .1 f I . Miami Lakes CRA Program, Miami Lakes, Florida - Public Information Specialist in charge of CRS J Program Update in 2010 to correspond with Cycle Visit to be held in October- 2010. The Town's goal through this process is to improve to Class 4 community receiving a 25% Flood Discount. A complete review of the current CRS Program was conducted to establish the current status of the program was performed. C3TS is currently working on creating brochures, assisting the Town with Outreach events and preparing mailers to attain maximum credit. C3TS is also assisting the Town with all documentation required for their cycle visit. F 1 . I . ; . Oakes Road Planning Level Analysis Study, Davie, Florida - QC Manager for the development of a feasibility study to evaluate extending Oakes Road over Florida's Turnpike and connecting it to Davie Road. The objective of this feasibility study is to document the Purpose and Need for the extension of the corridor. This Purpose and Need will be used to solicit the Broward County Metropolitan Planning Organization (MPO) for the inclusion of the project in the 2035 Long Range Transportation Plan (LRTP) and subsequent Project Development and Environment (PD&E) study phase. This will form the basis for fUl1her study during the PD&E phase. The connection would provide a vital link to the east and central portions of the Regional Activity Center (RAC), designated by the Town as part of their redevelopment. In addition, the Oaks Road extension would benefit redevelopment of the State Road 7 conidor. . 1 . .. . , . N.W. South River Drive Feasibility Study, Medley, Florida - Project Manager and Engineer of Record for the development of a planning study for the widening of NW South River Drive from 107th Avenue to the Palmetto Expressway. This project which is being funded by an MPO grant includes various typical section alternatives, coordination for traffic analysis and corridor analysis, preparation of a land use analysis study and the development of a public involvement program. The public involvement program includes the development of a Business Advisory Council (BAC) and the establishment of several workshops to address the needs of this corridor. . Trafficways Improvement Study, Medley, Florida - Senior Engineer for the planning and analysis of the Town of Medley's major roadways for needed improvements. The Town is unique in that it serves as the industrial center for Miami-Dade County and as such contributes to the region's economy. The industrial nature of the traffic (heavy tractor-trailers) impacts the Town's roadway system and ability to move goods and services in the area. Several roadway corridors were reviewed and recommendations for future improvements were made resulting in additional studies of specific roadway corridors. . SW 10th Street Corridor Feasibility Study from the Saw grass Expressway to I 95, Broward County, FDOT District 4 - Project Manager and Engineer of Record for the development of a major corridor feasibility study evaluating potential transp0l1ation improvements for a 3 mile corridor connecting two limited access facilities. Concepts considered include I) No Build; 2) TSM; 3) At-grade expansion to a six-lane arterial; 4) Six-lane controlled access arterial with urban interchanges (SPUI's) at Military Trail and Powerline Road, and frontage roads; 5) Four-lane express roadway with urban interchanges (SPUI's) at Military Trail and Powerline Road and frontage roads; and 6) Transit alternative with a six-lane divided facility with a two-lane, two-way dedicated busway in the center. Additionally, improvements to the Sawgrass Expressway interchange with Florida's Turnpike were also evaluated. SIL VIA M. BELTRE, P.E. Senior Project Engineer EDUCATION Bachelor of Science in Civil Engineering - Cum Laude, University of Miami. 1992 Bachelor of Science in Architectural Engineering - Cum Laude, University of Miami, 1992 PROFESSIONAL REGISTRATION Florida Professional Engineer No. 51295 ETDM Training Public Involvement & Socio- cultural Effects Evaluation Training FlCE / FDOT LRFD Seminar Training FDOT Traffic Engineering FDOT Project Management Training FDOT Public Involvement On-Line Training (selected by District Five for program testing) FDOT Environmental Management Training PD&E Process Overview Training, 2009 FDOT Advanced Work Zone Traffic Control Cert!lication 35 ~l __COR ZO _CASTELLA CARBALLO rrrn THOMPSON =SAlMAN GODFREY A.a. LAMPTEY, P.E., PTOE Traffic Engineer rl EXPERIENCE Mr. Lamptey has been actively involved in research and the practice of transportation engineering for over nine years. He has considerable experience, particularly, in the areas of traffic operations and signalization studies, transportation planning and highway design, He is proficient in the use of several traffic engineering and signalization software such as HCS+, CORSIM, TRANSYT-7F, SYNCHRO, SIMTRAFFIC, PASSER II, VISSIM, ARTPLAN and HIGHPLAN. He has been the Lead Traffic Engineer on several Traffic Operations and Signalization Studies, Transportation Planning and Project Development and Environment Studies as well as Highway Design projects. Some of his relevant experience in traffic operations and signal timing includes: . NW South River Drive Expansion Area Master Plan (MPO Study), Medley, Florida - Traffic Engineer for the development of a Master Plan addressing traffic circulation and access for a 4,265 acre industrial area within the Town of Medley. Responsibilities included: Coordination of traffic data collection for 72 hour ADT counts and 8 hour turning movement counts, trip generation and traffic forecast analysis using the Miami Urban Area Transportation Model (MUA TS), capacity and safety analysis of signalized intersections and arterials, development of optimal signal timings and arterial coordination parameters (such as cycle length, actuated and effective green time, clearance time and offset) using SYNCHO and SIMTRAFFIC for the intersections at NW 138th Street, NW 107th Avenue and NW 121st Way with US-27/0keechobee Road. . SR 934/ J.F. Kennedy/79th Street Causeway Access Modification Study - City of North Bay Village, Miami Dade County, Florida - Lead Traffic Engineer for the traffic operations study from just west of Adventure Avenue (MP 1.843) to East Treasure Drive (MP 2.408) to address operational issues and access needs of the corridor. Responsibilities included: Capacity analysis to evaluate the adequacy of the operational characteristics along the corridor, evaluation of existing signal timings, development of optimal signal timing parameters and determination of optimal left turn storage requirements to obtain an acceptable Level of Service (LOS) for four signalized intersections using HCS+, SYNCHRO and SIMTRAFFIC. Other responsibilities included safety review and development of an access management plan for the corridor. . Traffic Impact Study for Ernest Graham Elementary School, Hialeah, Florida - Lead Traffic Engineer for traffic evaluation of a proposed new bus drop-off facility to alleviate the chronic traffic congestion around Ernest R. Graham Elementary School during the critical mOl11ing drop-off and aftel1100n pick-up periods. Responsibilities included: Collection of traffic data such as turning movement counts, traffic forecast analysis including trip generation and traffic assignment, parking accumulation studies for both passenger cars and buses, evaluation of existing signal timings and development of optimal signal timings parameters (such as cycle length, actuated and effective green time, clearance time and phasing sequence) for two signalized intersections within the study area using HCS+, SYNCHRO and SIMTRAFFIC and recommendations to mitigate the acute congestion during the peak hours. . SR 5 / US 1 Overseas Highway Resurfacing Restoration and Rehabilitation Scoping Study Monroe County, Florida, FDOT District 6 - Traffic Engineer for the 2.7 mile segment of US-I / Overseas Highway scoping study extending from MP 23.133 (MM 97) to MP 25.772 (MM 99.7). Responsibilities included: Comprehensive review of the corridor's physical conditions and evaluation of safety and traffic operational conditions along the project corridor to identify any deficiencies and recommendations to improve the substandard features. . SR-934/ NW/NE 79th Street Resurfacing Restoration and Rehabilitation Scoping Study Miami-Dade County, Florida, FDOT District 6 - Traffic Engineer for the 3 mile segment of SR-934/ NW/NE 79th Street extending from NW 13th Court to Biscayne Bay/ NE Bayshore Drive. The goal of this project is to preserve the existing pavement resources and enhance operations and safety along this important corridor that serves as the main leg of the SR-934 six-lane unbalanced one-way pair. Responsibilities included: Comprehensive review of the corridor's physical conditions, an evaluation of safety and traffic operational conditions along the project using ARTPLAN to identify operational and safety deficiencies, evaluation of existing signal timings and development of optimal signal timings parameters (such as cycle length, actuated and effective green time, clearance time) for 13 signalized intersections within the study area using HCS+ and SYNCHRO. . Districtwide Traffic Operations and Safety Studies, FOOT District 4 - Traffic Engineer for the development of traffic operational strategies to enhance safety, while minimizing impact to traffic flow at various intersections within the district. Responsibilities included: Development of engineering countermeasures to reduce the number of crashes and/or the severity of the crash pattel11s identified, traffic operational analysis, preparation of preliminary estimate of construction costs and benefit- cost analysis. '1 < 1 f , r 1 f 1 I , , 1 ~ 1 , I . , I , EDUCATION Masters in Civil Engineering, Purdue University, West Lafayette, IN 2004 Bachelor of Science in Civil Engineering, University of Science & Technology, KlImasi, Ghana 2001 PROFESSIONAL REGISTRATION Florida Professional Engineer No. 68261 CERTIFICA TlONS Bentley 2004 GEOPAK User Training Conference, Ft. Lauderdale PUBLICATIONS Lamptey G., Labi S. and Sinha K. C. Investigating the Sensitivity of Optimal Safety Needs to Key Safety Management Inputs, Presented at 84 Annual Tramportation Research Board Meeting, Washington DC (2005) Lamptey G., Labi S., and Sinha K. C, A Proposed Framework for Safety Investment Planning in Indiana, Presented at 83rd Annual Transportation Research Board Meeting. Washington, D. C (2004) Lamptey G., Labi S. and Sinha K. C, Development of Analytical and Software Toolsfor Safety Management in Indiana, Project Report prepared for the Joilll Tramportation Research Program (JTRP), Purdue University, West Lafayelle, IN. (2004) 36 '1 '1 I '1 1 I , J I 1 I , , __COR ZO _CASTELLA CARBALLO r:I'Tf.] THOMPSON WI:JSALMAN EXPERIENCE Mr. Jacques has been working in the civil engineering field for ten years. He was with the FDOT traffic safety program and has been a C3TS Transportation Planner and Drainage Designer on several projects and planning studies for the FDOT and various municipalities statewide. In addition he was the Budget Director and Chief Officer of the Port-au-Prince Bureau for the Haitian Ministry of Agriculture. He was responsible for overseeing the North-West Development Organization which governed the development and regional Urban Planning for the NOI1h-West region of Haiti. Some of his transportation project experience includes the following: . Project Development & Environment (PD&E) Study for the Widening of SR 80 / Southern Boulevard from Seminole Pratt-Whitney Road to Forest Hill Boulevard, FDOT District 4 (private developer funded) - Project Engineer for the study of this four-mile corridor to include widening from 4- to 6-lanes and upgrading to SIS, FIHS, and Access Management Standards. This corridor is one of two major east-west corridors within northern Palm Beach County. The project will include compliance with the District's Pond Siting Procedure for drainage considerations, and is being developed as a State Environmental Impact Report (SEIR). . SR 934 / NE 82nd Street Traffic Calming and Milling & Resurfacing within Shorecrest Community, Miami-Dade County, FDOT District 6 - Project Manager and Engineer of Record (EOR) for the traffic calming and milling & resurfacing of approximately one mile of SR 934. Project includes the construction of traffic chokers / bulbouts on both sides of roadway in order to alleviate speeding issues along this corridor. Project also entails correcting horizontal deficiencies such as superelevations, and milling & resurfacing the roadway in order to extend the life of the pavement. . SW 10 Street Corridor Feasibility Study from the Sawgrass Expressway to I 95 in Broward County, FDOT District 4 - Project Engineer for the development of a corridor feasibility study evaluating potential transportation improvements for a 3 mile corridor connecting two limited access facilities. Concepts considered include 1) No Build; 2) TSM; 3) At-grade expansion to a six-lane arterial; and 4) Six-lane controlled access arterial with urban interchanges (SPUl's or TDUl's) at Military Trail and Powerline Road, and frontage roads. Improvements to the Sawgrass Expressway interchange with Florida's Turnpike will also be evaluated. . SR 934 (NW/NE 79, 81 and 82 Streets) Project Development & Environment Study (PD&E) from NW 13 Court to Biscayne Bay, Miami, FDOT District 6- Project Engineer for this study involved the study of a 3-mile six lane one-way pair system in a highly urbanized section of Miami-Dade County. The study includes consideration for conversion of the existing one-way pair to two independent bi-directional facilities. The Department's Livable ConilllUnities Initiative, extensive Traffic Analysis Program and development of alternatives to comply with tight R/W restrictions are major factors in this study. This study includes execution of a complex Public Involvement Program with the establishment of a CAC/BAC for this Environmental Assessment (EA). Close coordination with the City of Miami Transportation and Planning Division is critical since the potential corridor improvements are deemed as the catalyst for economic stimulus and corridor redevelopment. Also provided Creole translations for Public Involvement process, written documents and interpretation of public meetings. . Port of Palm Beach Corridor Study, Riviera Beach, FDOT District 4 - Project Engineer for the development of a corridor study addressing various alternatives for improved access to the pOl1. This required the investigation of six alternative corridors considering the construction of a grade separation over the FEC rail line which runs the length of the pOl1. The Preferred Corridor was then evaluated for several overpass and tunnel alternatives (open tunnel). The selected corridor was in the area ofFP&L's existing eight 138kv high voltage transmission lines and future 230kv lines. Close coordination with various entities (City of Riviera Beach, City of West Palm Beach, FEC, FP&L, port businesses, etc.) was critical to this project. This project is seen as a necessary catalyst for continued growth of the POI1 which will positively impact the regional economy. This study also involved the first Socio-Cultural Effects (SCE) Evaluation performed for District 4. . SR-5 / US-l Overseas Highway from south end of Tavernier Creek Bridge to north of Jo Jean Way Monroe County, Florida, FDOT District 6 - QC Reviewer for the milling and resurfacing project for US-l Overseas Highway from south end of Tavernier Creek Bridge to nOl1h of Jo Jean Way. Responsibilities included review of traffic operations and safety analysis, pedestrian signal warrant analysis, roadway and maintenance of traffic plans. DESIR JACQUES, P.E. Project Engineer EDUCATION Master of Science in Civil Engineering, Florida International University, 2005 Bachelor of Science in Civil Engineering, Florida International UniversiZy, 1998 Bachelor of Science in Economics Haitian State University of Economy, 1991 PROFESSIONAL REGISTRATION Florida Professional Engineer No. 62453 Georgia Professional Engineer No. PE031556 Geopak Level I &II Training AASHTO Roadside Design Training Ad/CPR Training PD&E Process Overview Training, 2009 LANGUAGES Fluent in English, French, Creole and Spanish 37 1 . _CORZO . CASTELLA _ CARBAllO rrm THOMPSON LI..l.fJSAlMAN JEFFRY H. MARCUS, Ph.D. Senior Environmental Scientist I I EXPERIENCE Dr. Marcus has over 35 years of experience in environmental assessment and regulatory compliance. He has an extensive background in transportation related impact analysis as required by NEPA and FHW A regulations. His areas of expertise include freshwater and marine ecology, wetlands restoration and enhancement programs, and the preparation of environmental assessments and impact statements; particularly in subtropical and tropical habitats. Dr. Marcus has conducted numerous biological surveys, air and noise investigations, endangered species impact assessments, wetlands delineations, ecological risk assessments, and has prepared a wide variety of permit applications at the Federal, state and local levels. He has conducted over 200 Phase I and Phase II environmental audits and has supervised groundwater and sediment contamination assessments throughout the United States. His compliance experience includes RCRA, CERCLA, CW A, TSCA, FIFRA, OSHA, NEP A, and DOT. He is published on the impacts of oil and dispersants on mangroves, corals, and seagrasses. 1 I , I I . US-l South Two-Lane Safety Project, Florida City to Key Largo (Mitigation and permitting) - Senior Environmental Scientist for this project. Tasks included the monitoring and maintenance of four upfront wetland mitigation sites; design and permitting for the concurrent wetland mitigation including a large scale restoration plan at Boca Chica that is creating 100 acres of seagrass by establishing tidal exchange in impounded salt ponds on the Naval Air Station propeliy; permitting; Design Change/Construction Advertisement Reevaluation with Essential Fish Habitat Assessment and Endangered Species Biological Assessment reports; seagrass surveys; and, NEP A and permit compliance monitoring. ~ i . Districtwide Environmental Data & Report Contract in FDOT District 6 - Dr. Marcus has been Project Manager for this project in the role he has managed over 400 tasks order for FOOT Project Managers including Barbara Culhane, Marjorie Bixby and Catherine Owen. The tasks have varied from the development of the NEPA documents (AN's, CSER's, air & noise studies, wetland reports, re- evaluations), to the development of presentations and videos (Return to Nature), to expert witness testimony at the State and Federal level for the US-l South 2-Lane Safety Project. Dr. Marcus has a solid understanding of the PD&E process, ETDM, Class of Action and has an excellent relationship with regulators at Miami-Dade County DERM, SFWMD, FDEP, NOAA Fisheries, USFWS, and USACE. Dr. Marcus has a solid understanding of FOOT needs and has proven to be a problem solver for the Department for over 25 years. He has dedicated his professional career to meet the ever changing environmental needs of 06. . Card Sound Road Intersection Environmental Assessment, FDOT District 6, Monroe County, Florida - Dr. Marcus was responsible for issues relating to wetlands, essential fish habitat, and threatened/endangered species. Even though the project was closed, the WER, ESBA, and EFH reports were completed. This was a unique project that required complex coordination with the Crocodile Lake National Wildlife Refuge, South Florida Water Management District (wetlands), and the U.S. Fish & Wildlife Service (Key Largo cotton mouse and woodrat). Dr. Marcus represented the Department at many public and agency presentations. He prepared a White Paper that was widely distributed. He worked with URS, Parsons, and directly for FOOT. . Districtwide Environmental Services Contract, FDOT District 6 (1991-2010) - Principal Environmental Specialist and Contract Manager operating as an extension of FOOT's Staff for the review of numerous NEPA documents prepared by other consultants. These included Environmental Impact Statements for US 1 South (18 mile stretch), Tamiami Trail, The Miami lntermodal Center (MlC), and the East-West Corridor. This included assisting the department in the development of the Design-Build Criteria Package and associated RFP for US I South. . Districtwide Environmental Compliance Services Contract, FDOT District 6 (1999-2010) - Principal Environmental Specialist and Contract Manager operating as an extension of FOOT's Staff for the review of hydrology reports, water quality reports, storm water pollution prevention plans and permit compliance documentation conducted by other consultants. Environmental oversight of FOOT contractors also occurred throughout District 6 on almost every major constmction project including all sections of SR 826 and US I South. EDUCA TION Bachelor Sciences in Biological Sciences, University of Colorado, 1975 Ph.D., Aquatic Biology, University of Lancaster, England, 1978 PROFESSIONAL REGISTRATION & CERTlFICA TIONS Southeast Florida Institute of Criminal Justice - environmental e/?forcement training. University of Florida - completion of course on assessment of groundwater contamination Quality Improvement Program - Team Leader / Facilitator Training State of Florida - Management Training E.flects of Highway Development on Wetlands - FHWA. University of Miami - Hazardous Waste Management Under RCRA SAlC-ESTG Quality Assurance Training SAlC-Fixed Price Project Management Ejj/cient Transportation Decision Making (ETDM) Process 38 '1 I r 1 1 r 1 I r 1 I . J , I L , . I __CORZO _CASTElLA CARBAllO r:r;rn THOMPSON UlI:JSAlMAN NICOLE CARTER, MS Senior Environmental Scientist EXPERIENCE Ms. Carter has over 12 years of professional environmental experience in Florida. Her areas of expertise include the preparation of NEP A (Programmatic, Cat-EX Type II, EA/Fonsi and EIS's) documentation and FHW A regulations as well as State Environmental Impact Reports (SEIR) for non-federally funded facilities. Her experience includes envirOlilllental permit compliance, marine biological surveys and natural resource assessment, specifically for transportation related projects. Her PD&E work includes project management and oversight, quality control and the preparation of environmental documents including advanced notifications, project reevaluations, and environmental technical repOlts. Her experience also includes permitting, Phase I audits, water quality monitoring, endangered species monitoring, and marine biological surveys. Some of her experience includes: . Project Development and Environment (PD&E) Study for SR 80/Southern Boulevard from CR 880 to Forest Hill Boulevard, FDOT District 4 - Environmental Project Manager for the Development of the supporting environmental documents and the corresponding PDSR/Cat-Ex Type II for this PD&E Study. . Project Development and Environment (PD&E) Study for Golden Glades Interchange SR 826/Palmetto Expressway Eastbound to 1-95 Northbound, FDOT District 6 - Environmental Project Manager for the Development of the supporting environmental documents and the corresponding PDSR/Cat-Ex Type II for this PD&E Study. . Project Development and Environment (PD&E) Study for 1-95 Managed Lanes from SR 112 to Broward County Line, FDOT District 6 - Senior Environmental Scientist for the Development of the Design Change/Construction Advertisement Reevaluation. . Project Development and Environment (PD&E) Study for 1-395 from 1-95 to Biscayne Bay, FDOT District 6 - Senior Environmental Scientist for the Development of the suppOlting environmental documents and the corresponding EIS for this PD&E Study. . Project Development and Environment (PD&E) Study for 1-75 from SR 826 to the Miami-Dade/Broward County Line, FDOT District 6 - Senior Environmental Scientist assisting FOOT District 6 with the review and oversight of the supporting environmental documents and the corresponding PDSR/Cat Ex-Type II for this PD&E Study. . Project Development and Environment (PD&E) Study for SR 836 I Dolphin Expressway from NW lih Avenue to 1-95, MDX/FDOT District 6 - Senior Environmental Scientist assisting FOOT District 6 with the review and oversight of the suppOlting environmental documents and the corresponding PDSR/Cat Ex-Type II for this PD&E Study. . Project Development and Environment (PD&E) Study for the Widening of the Homestead Extension of the Florida Turnpike (HEFT) from SR 836 to East of NW 5ih Avenue, Turnpike Enterprise - Senior Environmental Scientist for the Development of the support environmental documents and the corresponding SEIR for this PD&E Study. . Districtwide Environmental Services Contract, FDOT, District 6 - Senior Environmental Manager operating as an extension of FDOT's Staff for the review of numerous final design plans, LAP project plans and permit applications. She also conducted the environmental impact review and class of action determination for all Miami-Dade and Monroe County ARRA LAP projects and over 50 scoping reports. She has completed the Design Change/Construction Adveltisement Reevaluation for SR 826/Palmetto Expressway Section and 5, NOlth Roosevelt Boulevard, 1-195, NW 5th Avenue and The Miami Intermodal Center (MIC). She also assisted with the development of the Design-Build Criteria Package and associated RFP for all segments of US I South, NW 25th Street Viaduct and the GGMTF. EDUCATION Masters of Science Marine Biology Nova Southeastern University, 2009 Bachelor of Science Marine Science and Biology, University of Miami, 1998 PROFESSIONAL REGISTRATION & CERTIFICA TlONS EjJicient Transportation Decision Making (ETDM) Process SCUBA Certification - PAD1 Florida Department of Environmental Protection NPDES Certified Inspector 39 ~l __CORZO _CASTELLA CARBALLO rxm THOMPSON LI.il.ISALMAN RALPH ROSADO, AICP, CNU-A Director of Urban Planning & Grants Services '1 EXPERIENCE Mr. Rosado directs the firm's urban planning and neighborhood revitalization efforts. This includes leading numerous public involvement, conflict resolution, and visioning workshops to ensure that urban character, local identity, historic preservation, pedestrians, traffic, utilities, and natural hazards are considered throughout the planning process. He is currently completing a Doctorate in City Planning from the University of Pennsylvania, and completed a Master of Public Policy & Urban and Regional Planning from Princeton University. Mr. Rosado also has planned in the private sector, administering land purchases, financing, design, permitting, construction, and sales of over 200 single-family, multi-family, retail, office, and mixed-use units. Additionally, he has extensive experience in the research, preparation and administration of private, local, state, and federal grants for infrastructure and capital improvement projects; in that role he has assisted South Florida municipalities in obtaining over $26 million in funding, so that their projects can - at least in part - pay for themselves. Prior to joining C3TS, Mr. Rosado worked for the City of South Miami as the Assistant to the City Manager and was promoted to Director of the South Miami Community Redevelopment Agency, where he managed the daily operations of a nonprofit agency responsible for bringing economic, housing, and recreational development to a low-income redevelopment area. His experience includes: . Marina Place at Riviera Beach, Riviera Beach, Florida - Following an extensive multi-year public involvement process, the City and CRA of Riviera Beach selected C3TS for master planning, infrastructure design, and architectural services to redevelop and revitalize the public and private areas of the City's south district area which includes a marina, a community center, a public park, three gateways, vehicular and pedestrian circulation, a major arterial, and several adjacent mixed-use parcels. With this inspired project, the City of Riviera Beach hopes to achieve its destiny of becoming the best waterfront city in Florida! Mr. Rosado serves as Senior Urban Planner for the project, leading over a dozen public workshops and community input meetings at different scales. . John F. Kennedy Causeway Redevelopment, North Bay Village, Florida - Mr. Rosado serves as Project Manager for the redevelopment of the John F. Kennedy Causeway, the City's commercial corridor. In order to initiate the project, Mr. Rosado facilitated a visioning process and several public workshops, so helping residents and business owners to select a new image and aesthetic ("Island Garden Oasis") to guide the design of the improvements. The overall project consists of a new master plan for the city, leading to a new landscape design, construction of street beautification improvements, and a redevelopment program, including roadway, business district, and waterfront amenities. Additionally, Mr. Rosado has secured supplemental grant funding for the project, to alleviate the City's cost burden. . Miracle Mile Streetscape Redevelopment, Coral Gables, Florida - Mr. Rosado serves as Senior Urban Planner of this project to transform the Coral Gables Downtown Area into a more competitive local downtown. The project results from an extensive series of public meetings and a charrette with local residents and business owners. Enhancements include wider sidewalks, public open space to attract foot traffic, improved urban lighting, tree grates, benches, kiosks, signage, more attractive throughways to garages, and upgraded drainage facilities. In creating a more vibrant atmosphere for locals, this Streetscape Project will inherently serve to attract a larger share of Greater Miami's visitors, including the economic impact they generate, to Downtown Coral Gables. C3TS Director of Grants Services . Research, secure, and administer over $26 million in federal, state, and county grants for the firm's municipal clients, for transp0l1ation and capital improvements projects. . Grants completed include Community Development Block Grants, Florida Recreational Development Assistance Program Grants, Land & Water Conservation Fund Grants, Safe Neighborhood Parks Grants, U.S. Environmental Protection Agency Wastewater Improvement Fund Grants, an Empowerment Zone Designation, Disabled Permit Parking Fine Program Grants, Florida Communities Trust Program Grants, Florida Inland Navigation Grants, State Revolving Loan Funds for Wastewater System Improvements, and Community Services Block Grants. Consultant - Urban & Regional Planning Workshop: Revitalizing Journal Square (Jersey City & Princeton, New Jersey) . Served as part of a seven-person Princeton University team that led public workshops and assessed the demographic, cultural, economic, and transp0l1ation conditions of a 24-block area in the City of Jersey City, NJ. Presented local officials, the Jersey City Economic Development Corporation, and community stakeholders with a final report, a brochure and a PowerPoint presentation, detailing recommendations for revitalization. r I I I I , I , , EDUCATION Doctoral Candidate in City Planning (Fields: ~Dordable Housing Policy, and Inner City Revitalization Strategies), University of Pennsylvania, School of Design, Philadelphia, PA Graduation date: 2012 Master in Public ~ffairs (Field: Domestic Policy) & Urban and Regional Planning, Princeton University Woodrow Wilson School of Public & International Affairs, Princeton, NJ, 2004 Master of Arts in English. Florida International University, 2003 Bachelor o.lArts in English, Cum Laude, Florida International University, 1996 Certttied as a Charrette Facilitator by the National Charrette Institute, 2009, and accredited by the American Institute o.l Certtfied Planners, 2010, and by the Congress of the New Urbanism, 2011 HONORS AND LEADERSHIP Bestowed Best Implementation o.la Plan Award by the Miami-Dade/Monroe Chapter of the American Planning Association, for Revitalization of Downtown South Miami, 2rHo -I , I 1 I . 1 . J L l (fj) HADONNE Land Surveyors Mappers GPS I GIS Services Subsurface Utility Surveyors Abraham Hadad, PSM, Principal in Charge/Project Surveyor REGISTRATION: Florida Registered Surveyor and Mapper LS6006 EDUCATION: Civil Engineering Classes at the University of Santiago of Cuba, Cuba, Surveying I and II Courses at Miami-Dade Community College, CAiCE Training, EFB/CEFB and EFBP Training, HECTOR Training, ESRI Training, Various Surveying Seminars. PROFESSIONAL EXPERIENCE: Mr. Hadad a Professional Surveyor and Mapper and the President of HADONNE CORP., an established land surveying and mapping Firm located in South Florida since 2001. Mr. Hadad is responsible for the leadership and management of the survey activities in the firm and has over 20 years of experience and extensive knowledge of the theories, principles and practices in the land surveying field. He has the ability to apply advanced technologies in the preparation of land surveying documents and legal instruments and documents required to obtain or convey interests in land for public purposes. During his career he has served in different capacities in a variety of survey projects for the Florida Department of Transportation, Miami-Dade County, Miami-Dade Expressway Authority, City of Miami, and the private sector. Mr. Hadad has performed and managed all types of surveying services including: Design Surveys, Right-of-Way Control Surveys, Right-of-Way Mapping, Platting, Construction Layout, As-built Surveys and Drainage Surveys. He has shown a great capacity to direct and coordinate the work of field and office employees in a highly conducive manner for the purpose of performance and high morale. Mr. Hadad is responsible for the coordination of the major aspects of each project from its approval to its completion and by applying design criteria and Land Surveying technical Standards. PROJECTS EXPERIENCE: Town of Medley, NW 9ih Ave., Tracts 46 and 46 to Intersection with NW 109 Street, located in Sec. 33- 52-40: Map of Topographic survey, research the RfW information within Miami-Dade County RfW Division and the Town of Medley, to establish the RfW lines through Project area. Prime-Consultant: ZLES Mgmt. Group. City of Doral, Doral Park Country Club, 4824 NW 104 Ave.: Prepared Map of Boundary and Topographic Survey of approximately 12.16 acres. Topographic/elevations of all aboveground features. Horizontal and Vertical Control Survey. Right of Way lines and Lot lines verified, served as Project Surveyor. Miami-Dade County Transit ROW & Util. Division, MIC Earlington Heights Connector Project: Provided Map of Boundary and Topographic Survey for the acquisition of 5 parcels of land for the MIC Earlington Heights project for MD County Transit ROW & Utility Division Overtown Transit Village. Town of Medley, NW 138th S1. starting 200 ft South of Okeechobee Rd. and extendin~ to the railroad, and 300 ft. of ROW along NW 113 Ave. Rd. going for 300 f1.: Prepared Map of Topographic and Right of Way Survey. Elevation every 25' for the entire length of ROW, location and rim elevation of all manholes/catch basins, of all visible utilities. Town of Medley Flood Mitigation Project: Right of Way Mapping and Topographic Survey of over 36,000 L.F. of Section 4-53-40, lying Southwesterly of the F.E.C. Rail Road in the Town of Medley City of Miami Gardens, NW 42 Ave. Bridge Replacement, Miami-Dade County: Provided Horizontal and Vertical Control Survey, Topographic Survey of all the ROW along the project corridor, performed a Detail Bridge Survey - location of all Pile Caps and measurements, took canal soundings. Prime-Consultant: Metric Engineering. Town of Medley, NW South River Drive Corridor: Survey and Mapping Services. Prepared a base map of NW South River Drive with Boundaries of the Town of Medley. Requested from SFWMD the Canal 5 Base Line Control Survey to digitize the base line and Canal Right of Ways. Miami-Dade Public Works Department, SW 2ih Avenue from US1 to Bay Shore Drive: Boundary, Topographic, & Specific Purpose Survey for Miami Dade County Public Works Right of Way Division. Provided location of all visible fixed improvements within project limits, including roadway pavement, driveways (type of driveways), sidewalks, walkways, mailboxes, fences, trees (including trunk diameter), etc. Provided locations of all visible above ground utilities. Invert elevations for existing storm water and sanitary manholes, and/or existing inlets and catch basins. Right-of-way lines from Plats for SW 27th Ave and all cross streets. NE 87th S1. from NW 2nd Ave. to Farm Road and along N Miami Ave., City of EI Portal: Horizontal and Vertical Control Survey, Topographic Survey, Digital Terrain Model (DTM), served as Project Surveyor. Prime-Consultant: New Millennium Design. HADONNE 11985 NW 88th Court. Suite 202. Doral, FL. 33172. ph.: 305.266.1188' fax: 305.207.6845' www.hadonne.com' LB7097 41 Eduardo M. Suarez, PSM, Vice President/Project Surveyor REGISTRATION: Florida Registered Surveyor and Mapper LS6313 EDUCATION: AA--Miami-Dade Community College, 1990 PROFESSIONAL EXPERIENCE: Mr. Suarez began surveying in 1985. He became a Professional Surveyor and Mapper in 2001. In his 25 years of experience, he has performed a variety of surveying services for the private sector, municipalities and for the State of Florida. His experience includes: Boundary, Topographic, Right-of- Ways, As-built's, and Geodetic Surveys. Mr, Suarez has extensive experience in providing surveying services to the Florida Department of Transportation Districts 4 & 6. I 1 @ HADONNE l I J , 1 l r 1 , I PROJECTS EXPERIENCE: , 1 United States Dept. of the Interior, National Park Services, Everglades National Park, FL: Replace two (2) Failed Plugs (Dames at Cape Sable (East of Cape and Homestead Dams, EVER-152464 with the United State Department of the Interior, National Park Service. Establish Horizontal and Vertical Control Points and layout work limits at the East Cape Canal and Homestead Canal Dam locations, and confirm the proposed locations at all topographic, construction, or other items affecting the work. Established line and grade and installed offsets of the proposed steel sheeting structures at the East Cape Canal Dam locations. Installed temporary markers for the wood channel marker piling in Lake Ingraham. Periodic on-site survey as needed, including but not limited to layout of the proposed mooring piles, walkway, gangway, and final grade elevations. Miami-Dade County, land Surveying Services for Wharf I, located at the Port of Miami, Fl: Provided Topographic Survey and prepared a Map of Topographic Survey of existing ground under existing Wharf I. Wharf I is about 850' long by 85' wide. The topographic survey was to develop a TIN file of the ground surface under the wharf and extend water-ward about 30' beyond the face of the wharf. The survey also included the location of 15- 20 geotechnical borings on the top side of the wharf and the approximate location of 5 sections of existing rip-rap located within the project area. The topographic survey entailed tasks establish Horizontal Control relative to NAD83/2007 and Vertical Control relative to NAVD88. Control stations to be established at +/- 1000' intervals and placed in locations not subject to construction and able to be verified/ utilized during construction. Created a grid based on the location of all existing piles supporting the wharf as necessary to delineate existing ground conditions. The same methodologies were used to determine horizontal location and elevations for geotechnical borings and limits of rip-rap. " , Land Surveyors Mappers GPS I GIS Services Subsurface Utility Surveyors City of Miami Beach Capital Improvements Project Neighborhood No.7 Nautilus: (9 miles) of Topographic Survey / Established vertical and horizontal control for future construction / All utility information provided / Cross sections (spot elevations) / Tree information / All improvements shown from Right-of-Way to Right-of-Way. Miami Dade Seaport of Miami, Cruise Terminal D & Terminal E Improvements: Miscellaneous Construction Survey Services. Performed all construction layout services for the entire project, requested for modification and improvement to optimize the use of existing Cruise Terminals D & E. Miami-Dade Water & Sewer Dept., Caribbean Blvd, from US1 to Anchor Road, Miami-Dade County, Florida: Vertical and Horizontal Control Survey and Baseline / Topographic Survey. Miami-Dade County-DERM, SW 157 Ave. from SW 64 Street to SW 42 Street, Miami: Provide all canal right of ways, easements reservations, roadway right of ways, and drainage easements. Horizontal control. Baseline tied in to section lines, fractional section lines, land lines, etc. All canal R/W lines and easements All existing topographic features, including but not limited to trees, utility poles and encroaching features such as sheds, pools, fences, headwalls, outfall pipes, and utility canal crossings. HADONNE delivered a GIS Data Base. E07-WASD-07A Design of Distribution of Pipeline for Reclaimed Water System from Central District Wastewater Treatment Plant to Key Biscayne (5 miles) including the Bear Cut Channel Survey: (5 miles) Survey-Topographic Survey / Show all improvements from Right-of-Way to Right-of-Way / Establishing Horizontal and Vertical Control for future construction / Cross sections (spot elevations) / All utility information provided/Tree descriptions HADONNE 11985 NW 88th Court. Suite 202. Doral, FL. 33172. ph.: 305.266.1188' fax: 305.207.6845' www.hadonne.com' LB7097 42 1 1 1 Geotechnical _ Environmental _ Construction Materials _ Facilities HUGO E. SOTO, P.E. REGION REGIONAL MANAGER PROFESSIONAL EXPERIENCE Mr. Soto has 30 years of experience providing geotechnical engineering and consulting services. These services include laboratory studies, geotechnical design, analyses and recommendations related to the design and construction of foundations and geotechnical exploration programs. Mr. Soto is knowledgeable in the analysis and evaluation of field and laboratory data, performing in-situ soil testing, in-place permeability testing, geophysical explorations and special inspection services for commercial structures. He has evaluated bearing capacity and settlement for different types of shallow and deep foundation systems. His analysis has included the evaluation of retaining walls, sheet piling systems, slope stability analysis of conventional and reinforced embankments, evaluation of drilled shafts, augercast piles and driven piles. His experience includes the evaluation, design, and implementation of different subsurface improvement programs such as the application of dynamic compaction, preloading, compaction grouting, vibro-compaction techniques, and CSV System. He has performed studies including monitoring vibrations of structures during construction. 1 I . i PROJECT EXPERIENCE FDOT Districtwide Materials Testing District IV, Contract No. C- 7318 Project Manager/Senior Geotechnical Engineer involved in coordination, reviewing the field exploration, laboratory testing and geotechnical studies to provide recommendations for roadways, bridges, MSE Walls, cantilever walls FDOT Districtwide Materials Testing, District VI, Contract No. C-7732 Project Manager/Senior Geotechnical Engineer involved in coordination, reviewing the field exploration, laboratory testing and geotechnical studies to provide recommendations for roadways, bridges, MSE Walls, cantilever walls Pedestrian Bridge EI Rio Canal Pathway from Yamato Road to L-40 Canal Boca Raton, Florida Principal Geotechnical Engineer involved in geotechnical services in connection with a pedestrian bridge over the existing L-40/E-4 Canal Intersection SR826 and N.W. 74th Street, Interchange Improvement; Miami- Dade County, Florida Senior Geotechnical Engineer to review field exploration, laboratory testing and geotechnical recommendations for bridges, walls and poor soils (trash) for this project SR836 Interchange Improvements at the Florida Turnpike; Miami-Dade County, Florida Senior Geotechnical Engineer to coordinate and review field exploration, laboratory testing and geotechnical recommendations for bridges and walls supported on piles and shallow foundation Education Master of Science in Geotechnical Engineering, Utah State University, 1980 Bachelor of Science in Civil Engineering, Utah State University, 1979 Registrations Professional Engineer, #56108, Texas, 1994 Professional Engineer, #36440, Florida, 1985 Affiliations American Society of Civil Engineers (ASCE) Cuban Society of Engineers I~O^RSE A lr2lTCl0Jf'1 COMPANY 43 1 1 1 Geotechnical _ Environmental _ Construction Materials _ Facilities JULIO DE SLAS, P.E. PROJECT ENGINEER PROFESSIONAL EXPERIENCE Mr. De Bias has over 10 years of experience in the public and private sectors. His experience includes the preparation and review of geotechnical reports consisting of earth retaining structures, maritime retaining structures including sheet pile walls, soldier pile/panel walls, anchored walls, MSE walls, slope stability, bridge foundation evaluations (e.g. driven piles, redundant and non-redundant drilled shafts, shallow foundations), roadway soil surveys, and other geotechnical issues. He has performed the structural design of sheet pile walls and other earth retaining structures. r l J PROJECT EXPERIENCE SR 93 (1-75) PD&E Study, Miami-Dade County, Florida Senior Geotechnical Engineer responsible for planning and executing the field exploration and laboratory testing programs, interpreting the test results, performing a roadway soil survey. HOR Engineering, Inc. Project Manager: Will Suero, P.E.; Phone # (305) 728-7400. Year: 2008. L 1 MDT North Corridor Extension Miami-Dade County, Florida Senior Geotechnical Engineer responsible for planning and executing the field exploration and laboratory testing programs, interpreting the test results, performing multiple foundation analyses for drilled shaft including post-grouted drilled shafts. PARSONS. Project Manager: Mr. Bounxou Soukamneuth, P.E..; Phone # (786) 464-1000. Year: 2007-2008. i - I MDX - SR836 Fly-over, Bridges and Walls; Miami-Dade County, Florida Project Geotechnical Engineer responsible for planning and executing the field exploration and laboratory testing programs, interpreting the test results, performing foundation analyses and design of bridges, sign structures, MSE walls and roadway. FOOT Project Manager: Kouroche Mohandes, PE; Phone # (305) 470-5881. Year: 2003. SR-907 (Alton Road) PD&E Study, Miami-Dade County, Florida Senior Geotechnical Engineer responsible for planning and executing the field exploration and laboratory testing programs, interpreting the test results, performing foundation analyses and design of bridges, signs and signalization structures, and roadway soil survey. Kimley-Horn and Associates, Inc. Project Manager: Gregory Kyle, AICP; Phone # (954) I 535-5100. Year: 2008 NW 25th Street Viaduct, Miami-Dade County, FDOT District 6 Project Geotechnical Engineer responsible for planning and executing the field exploration and laboratory testing programs. FOOT Project Manager: i Jason Chang, PE; Phone # (305) 470-5331. Year: 2004-2005 Education MBA, Florida International University, 2007 MS, Civil Engineering /Structural Engineering University of Miami, 2000 BS, Civil Engineering, University of Miami, 1999 Registrations Professional Engineer, #64653, Florida Professional Engineer, #29039, Spain American Welding Society (AWS) Certified Welding Inspector (C. W.I) Certification # 11111231 SR AlA at NE 94th Street and Carlyle Avenue, Miami-Dade County, FDOT District 6 Project Geotechnical Engineer responsible for planning and executing the field exploration and laboratory testing programs, interpreting the test results. and providing bulk head wall analysis and design recommendations. FOOT Project Manager: Ricardo Salazar, PE; Phone # (305) 470-5279. Year: 2005 ItloARSE A lrerrocnn COMPANY 44 r1 r 1 r 1 . I , 1 I '1 · 1 , 1 , J CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 · '-AN'O METHODOLOGY Municipalities and publicly-owned utilities have been our backbone clients since shortly after our firm's formation. C3TS is mainly a Civil Engineering company with 23 years of experience successfully serving municipal clients, We , know that Municipal needs stem from the natural mission of a municipality, which is to serve its citizens with necessary services at a high value - meaning a high ratio of quality to cost. Our mission, therefore, has been to provide high value services to our clients, by understanding those needs and working hard to satisfy them, and exceed them, In so doing we become an extension of our client by making their mission ours as well. And it is for this very reason that C3TS has succeeded in maintaining a long list of repeat municipal clients, with whom long relationships have been formed. The main priority is to develop an organizational structure that meets the needs of the Owner by placing experienced staff at their disposal. To this end, an organizational chart is included that indicates the personnel that we are committing to this contract. Please note that even though individuals have been indicated by their main area of expertise, almost all individuals possess experience and talent that allows them to perform many other civil engineering related tasks beyond that which is shown, to collaborate on projects, and to serve as formal or informal quality reviewers and in support to those individuals in the primary assignment. The second priority is to establish clear lines of communication and responsibility, as well as the methods by which all project tasks are assigned and handled, For this project we have selected Mr. Daniel Grandal, PE, CFM, LEED AP as the project manager and point of the contact due to his strong drainage background and ability to execute successfully on projects time and again, completing projects on time and budget. Mr, Grandal is a Principal Associate of our firm and will commit his time to the management of this contract, and has the knowledge, experience, and utilize all available resources and manpower to complete the task successfully. Mr. Jorge Corzo, PE, CFM will be the principal in charge and is the founding partner of C3TS, Mr. Corzo has extensive background in similar projects and hands on approach to projects will be the City's liaison in overseeing the progress and will ensure the project's success. SPECIFIC PROJECT TECHNICAL APPROACH As part of the preparation of this proposal, the cns team has performed a site visit and some preliminary site investigation. We are aware that a drainage project was recently conducted at the adjacent Center Island Project Area to address flooding which included the addition of drainage wells and removal of existing outfalls to improve the water quality of discharges to the bay. The scope of this project includes design development to for the drainage system along 174 Street from Collins Avenue to a few hundred feet east of the North Bay Road at the first road curve. The roadway is a 4 lane divided roadway with extremely low elevations range between 4.0' to 5.5' NGVD in some areas. There is existing drainage structures along 174 Street with damaged curb and pavement along the route. The contributing drainage area extends beyond these limits and may include some of the private properties including Winston Towers, The system may have exfiltration trenches and be connected to existing outfall pipes that provide drainage for larger storm events. The existing system has been identified as a flood prone area as a result of inadequate drainage facilities or a deterioration of the existing system capacity, The existing drainage system will be researched and evaluated as part of our initial investigation, 45 '1 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMe '1J;.~'; BID NO. 11-11-02 D METHODOLOGY Our technical approach to this project would begin in the programming and schematic design phase including permit research, limited survey and geotechnical testing, field investigation to establish the condition of the existing system, coordination with the City regarding their goals, meeting with all permitting agencies and public coordination to obtain resident concerns, Of course, all residents will , 1 want adequate drainage, but meeting with the stakeholders early on in the process I allows them to provide their suggestions and concerns, and will help to garner their support for the elements of the project. , 1 I I '1 1 I- 1 I We will look at the potential for additional drainage in the form of a combination exfiltration trenches, drainage wells and positive drainage outfalls but will also identify any other potential solutions that will fall within the project budget. The existing and proposed drainage systems will be analyzed and modeled using ICPR or other modeling software. We will analyze and model the existing system to determine various possible solutions to prevent flooding in the area, These models will allow us to evaluate benefits for several alternate solutions. Finished Floor Elevations (FFE), garage elevations, and yard elevations will be analyzed to quantify the level of protection provided to the resident's private property by the drainage improvements in compliance to FEMA CRS guidelines and assist the City in applying for CRS credits if available. Our approach takes a holistic approach at addressing the problem and is prudent given the existing flooding conditions. We believe that simply providing a piecemeal solution by adding catch basins and some exfiltration trenches may be a short term fix but is not the long term solution. In reality, adding only exfiltration trenches to comply with minimum regulatory requirements within the limited ROW will help marginally on localized ponding for small events but may not address the overall problem in the entire contributing basin area, Many times inadequate drainage systems within private property will cause overflows into the ROW during large storms overwhelming the roadway drainage systems. A combination of drainage facilities including drainage wells, outfalls to take advantage of the nearby bay and exfiltration trenches that address both quality and larger storm events for the entire contributing area will produce a long term solution. C3TS is experienced in easement acquisition and can assist the City if it is required for a new outfall. We can assist the City with all aspects of this project and long term approach will provide adequate drainage meeting city's and resident's expectations as well as save the City money by protecting their assets (roadway pavement, curb, gutters and sidewalks). C3TS has a proven track record in the evaluation, design and rehabilitation of drainage wells and exfiltration drainage systems with overflow outfalls, We have provided these services for many local municipal, county, and state agencies throughout Florida. We are extremely familiar with the local conditions having worked in extremely similar conditions for coastal communities including Golden Beach, Key Biscayne, Miami Beach, North Bay Village and North Miami Beach to name a few. Our staff are local drainage experts who are attune to the solutions for the project conditions and the regulations which need to complied with. '/'Ie have vast experience ~ith FOOT and working within their standards which is relevant to this project due the adjacent FDOT roadway - Collins Avenue A1A! In fact our in-house experts wrote the Exfiltration Systems Handbook for the Florida Department of TransQortation, as seen on thei~ tvebsite located at: http://www.dot.state.fl.us/rddesiqn/dr/files/EXFIL TRA TION-HB-2007,pdf! 46 ~l r I '1 . I I , t , 1 L 1 I r 1 . J CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 .. NoD METHODOLOGY The condition of pavement, curb and gutters and sidewalks will be analyzed and recommendations for their repairs will be provided to City for inclusion in the project. C3TS has work on many Sidewalk and Pavement evaluations for entire municipalities and can apply our knowledge to this project. The alternates will then be priced out with the latest construction costs based on C3TS internal database which combines established construction cost benchmarks with recently bid projects. This will determine which solutions are viable within the project's budget. C3TS will make a recommendation of the best cost / benefit solution, The City's chosen solution, whether it is the C3TS recommended solution or another solution, will then be developed into a full set of construction plans and specifications through several phase submittals and reviews including meetings with applicable permitting agencies, The process will include public involvement and coordination with all stakeholders, At each phase submittal a cost estimate would be provided, Accurate cost estimates are a crucial factor in staying on budget and is critical to a successful technical solution. C3TS has a solid track record of being within 1 % to 5% above the actual project costs, Our cost estimates are based on our internal database from bid projects which is constantly updated whenever a new project is bid, This is further adjusted based on state and federal cost databases including FOOT, RSMeans and other databases which are updated yearly, We will update the cost for each submittal and include escalation cost, contingencies, permit fees and any other costs which may be encountered, Once complete a fully permitted project package will be tailored to the selected construction delivery method whether it be standard bid, preselected contractors bid, CM at Risk or Design-Build. As part of this effort, C3TS's in-house grant's division can assist the City to identify potential grant funding to expand the scope for this project or even future projects. In summary, our technical approach will consider and model various options providing cost estimates throughout the process. Drainage experts will work with the City Engineer, residents and permitting agencies in the process to find the most effective solution to maximize the project funds, The C3TS Team will then implement the plan by preparing quality construction documents, permitting them and getting them constructed on time and on budget. CONCLUSION cns is committed to excellence in providing professional services resulting in complete solutions for the City of Sunny Isles Beach and specifically the drainage improvements on this project. This proposal package details our understanding of the project, as well as all additional information required for your evaluation. We look forward to working with the City of Sunny Isles Beach and demonstrating the quality for which C3TS is known. Our clients have come to value our unique combination of success and commitment to excellence. ADDITIONAL cns QUALIFICATIONS DRAINAGE AND ROADWAY PROJECTS The C3TS Team has a great deal of experience in drainage and roadway projects in the Miami-Dade County area, We are local experts for drainage facilities of all types, including their benefits and cost. We have experience with exfiltration trench systems, slab- covered trench systems, dry & wet detention, pump stations, gravity wells, pumped wells, and direct outfall to the drainage canal and other water bodies. Our approach to a roadway and drainage design starts by evaluating all possible solutions for effectiveness, cost and permitability, We model all our drainage designs using advanced software programs like ICPR, HEC and GIS to establish the 47 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE ~5~~ ' BID NO. 11-11-02 N~D METHODOLOGY r 1 J effectiveness of the proposed solutions for varying storm events, Our Team will provide several solutions with their associated cost estimates and our recommendations for the City's evaluation. When the proposed solution is selected, we will prepare plans and specifications in accordance to local, state and federal regulations, Our familiarity with these projects will allow us to quickly get the project designed, permitted and constructed. , 1 J C3TS has extensive experience in roadway improvements, beautifying areas with streetscape and landscaping while providing necessary infrastructure including drainage, water and sewer, Additional engineering experience includes numerous roadway improvements including widenings, reconstruction, drainage upgrades, signalized intersections, and traffic calming, as well as major highway and interchange work. C3TS provides an integrated approach with innovative solutions to satisfy the City and its residents. I , A few examples of our recent experience are shown in the related project experience and range from small localized ponding projects to large regional drainage studies, Of special note is Belle Meade Drainage and Roadway Improvements which was recently completed for the City of Miami. This project consisted of drainage and roadway improvements for over 60 acres of residential neighborhood on the coast. The area is tidally influenced and many of the roadways were built below the seasonal high tides. As a result, the street floods up to two feet of water several times during the year. The existing drainage system did not meet the minimum standards established by the City and was extremely flood prone. C3TS analyzed several solutions including pump assisted wells, exfiltration trenches and a large pump station, The City decided to go with a combination of oufall to the bay via a large pump station for the lower areas assisted by exfiltration trenches for the areas with higher elevations. In order to minimize cost, a resurfacing plan with a combination of milling and resurfacing and partial reconstruction was developed. Additional elements of the project included sidewalk repairs, new curb and gutter, lighting improvements, and landscaping, The project was completed successfully and for the first time since its inception, the residents do not have to deal with tidal flooding and are protected up to a 100-year storm event. -! I- 1 STORMWATER MASTER PLANNING AND ASSET MANAGEMENT The C3TS Team is experienced in the preparation and execution of Stormwater Master Plans and Floodplain Managements Plans. C3TS is proud to have assisted the City of North Miami in the preparation of the North Miami Floodplain Management Plan that successfully improved the City's CRS Class 4 which it has maintained, We also recently assisted Miami Lakes in obtaining a CRS Class 4 from a Class 6. Our team has the expertise in local drainage solutions and hydraulic modeling to prepare a superior master plan that will focus on feasible solutions. We have not only planned but also constructed the drainage facilities including pump stations, exfiltration trench systems, direct outfalls to canals or other water bodies, gravity and drainage wells, Our extensive experience in local drainage systems and conditions will help strengthen the master plan by providing viable solutions with accurate cost and schedules, Drainage solutions would be provided for varying levels of protection including schematic design and cost estimates. This allows the City to submit for grant funding for projects that provide higher level protection with funding that was previously beyond the City's reach. These projects providing protection for 25-year and 100-year storms would be eligible for credit under FEMA's Community Rating system to potentially improve the City's Class. PUBLIC PRESENTATIONS AND PUBLIC HEARINGS It would not be uncommon for the Civil Consultant to be asked to make public presentation before the City Commission, before other regulatory bodies, or to the public, C3TS is very experienced and knowledgeable in making such presentations, preparing exhibits, handouts, and responding to questions in non-technical language that is understandable to residents and stakeholders, We have made presentations to elected bodies as well as to the public at public hearings and at informal neighborhood gatherings, and we have conducted charrettes and brainstorming sessions, some with the public present and others with stakeholders. When conducting charrettes and brainstorm sessions, we have guidelines for the facilitator and the group to follow. 48 f-I CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11 - 1 1 -02 r I . 1 J , j , , , , . J 'NtD METHODOLOGY COST ESTIMATING AND SCHEDULING CONTROL C3TS is experienced in permit and plan production scheduling for certain types of projects, Permitting can affect the cost estimate from the basis that last minute changes required by agencies can sometimes blow estimates out of the water and cancel projects altogether. We shall determine all possible impacts early on so that the preliminary cost estimates stay relatively the same as the plans are finalized, A schedule shall be submitted at the NTP so the City can track production as well as permitting all the way through bid and security of contractor. Construction material costs have varied greatly over the last few years causing a lot of problems with accurate cost estimates, C3TS has general contractors on staff as well as experienced construction administrators to ensure that cost estimates are current and realistic, QUALITY CONTROL At C3TS, we use the most current technology, which allows for optimum and accurate design, We use an in-house peer review Quality Control/Quality Assurance (QAlQC) program to complete our assignments within schedule, at budgeted cost, and with high quality and reliability, All work is executed in conformance with applicable codes and standards, The work of any sub-consultants we use is subjected to the same review as our C3TS generated work. We are proud to be able to say that, over the past 10 years, our firm-wide errors and omissions resulting in claims are less than Y2 of 1 % of construction budgets. This is due to the following: Principal Involvement during all stages of design and construction Proper matching of tasks to individuals Complete team formation from the start Clear assignments of responsibilities Established and adhered-to QA / QC Program Independent peer review prior to major deliverables PLAN METHODOLOGY The C3TS quality control team utilizes a two-part independent checking process for its projects. First and foremost is the development of the QC program to verify that the project analysis methods and work products meet or exceed the requirements of the project scope for all work items, are free of errors and omissions, and are based on sound practices and principles, Second is the development of the QA program to assure that the QC program is being complied with and is effecting compliance with the project scope of services. Basic tenets of the QC program include: ../ The project manager has complete authority and responsibility to execute the work. ../ A "kick-off' meeting will be held with key members of the project team to define the scope of work and the quality requirements. ../ All project decisions will be documented. ../ All supporting calculations, text or data used to develop the project documents will be signed and dated by the preparer when the work is performed, All telephone conversations and meetings, which include or affect a project decision, will be documented. Minutes of meetings will be prepared and distributed to attendees for confirmation of decisions made and then filed after appropriate action. ../ All project documents will be reviewed and/or checked by qualified individuals who are not directly performing the initial work activity. The individual doing the checking will sign and date the documents and will prepare a record of review after checking the findings. The findings will be resolved by the originator of the document and rechecked until satisfactorily resolved. 49 rl CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 o. 'v" r J ./ The Project Manager or designated alternate(s) will monitor and evaluate the review and/or checking activity for the project. The review will specifically cover such items as clarity, accuracy, completeness, scope compliance, etc. Any follow-up activity required will be noted and initiated as appropriate. r 1 I I ./ Individuals independent of project staffing will periodically and at specific targets review all project development documents for adequacy, conformance with the scope of work, completeness, accuracy, and proper documentation, CONSTRUCTION SERVICES The C3TS Team includes a Construction Administration division fully staffed with knowledgeable inspectors experienced all types of municipal projects. Our construction managers are seasoned engineers with experience in competitive bid contracts, the standard contract languages used by municipalities, including the EJCDC and AlA issued documents, the conditions issued by FDEP on SRF Loan contracts, and are experienced with the documents that protect the Owner. The C3TS Team has an organized process for bid evaluations, award recommendations, and NTP procedures, as well as submittal review, stamping, and record keeping, Additionally, the inspector's logs and records, including site photographs are all maintained electronically and delivered to the Owner with the contractor's payment requests, or as requested by the Owner, We are very familiar with the regulatory requirements that must be fulfilled and the close-out documents that are necessary to be satisfactorily presented before we certify a project as complete. . I Having worked on projects whose funding can be from multiple sources, we usually develop checklists that are sometimes project specific, but more often than not have similar if not identical requirements, and these are used to substantiate payments. All of our inspectors, and many of our engineers have special certifications for different trades or systems, and we assign these individuals to a project when needed. These include structural, electrical, mechanical, LEED, pavement, and maintenance of traffic, We understand our job, our responsibilities, as well as our limitations of authority, and we make sure contractors understand them as well, which makes for a smoother construction inspection and review process. Some of our staff have special OSHA training, including confined spaces, chlorine facilities, haz-mat, and others, If an individual requires training, it is done prior to the start of the project, and usually indicates that the contractor must also have similarly trained individuals and the certificates provided for our records and the City's. r 1 . , SURVEYING SERVICES HADONNE's approach to the project is to provide the consultant with a 3D rendering of both the underground utilities and aboveground imQrovements of the entire Qroject corridor! This approach will provide extreme value for both the City multiple ways, resulting in significant cost and time savings throughout the design and construction phases, To begin HADONNE will coordinate with all the utility companies, collecting any as-built or pertinent information relative to the project. HADONNE would also investigate any outfall locations that may be mentioned on plans and physically inspect the surrounding areas for physical evidence of any outfalls within the project site that may be incorporated into the final drainage design. HADONNE would then have all the utilities physically marked on the entire ~ect site and begin performing underground utility exploration, using a variety of methods and the latest egyjRment such as,.ground Renetrating radar (GPR),..msgnetic locating and soft digg Once the underground utilities are all marked on the job site, HADONNE would then move onto 3D mapping of all the aboveground improvements. This will be done combining both conventional survey methods and the latest in 3D Laser Scanning capabilities. An added side benefit of the aboveground 3d scanning, is that it will allow the City or Consultant to assess the quality of the pavement from a computer. Once the underground and aboveground surveys have been completed they would be combined to provide the consultant a 3D Model of the entire corridor above and below ground. This would provide not only a visually appealing product, but an actual working drawing that the engineers will find extremely useful for their engineering needs, The City would also benefit indirectly. Once the survey is done, the City need not shelve it, but use it as template for future GIS projects, for the eventual 3D Model of the entire City. 50 r 1 r 1 I 1 r 1 r 1 I , 1 ~ J , J . J t . j . ~ . I Public Works Department Rofoel G. Cosols Public Works Director November 18, 2010 T own of Miami lakes AUn: Town Clerk's Office 15700 NW 67th Avenue, Suite 302 Miami lakes, Florida 33014 Reference: Corzo Castella Carballo Thompson Salman, PA (C3TS) Please accept this letter of reference for the firm Corzo Castella Carballo Thompson Salman, PA (C3TS) Contract Name: Town of Cutler Bay Old Cutler Roadway Improvements Contract Date: March 2010 - On-qoinq (Biddinq Phase) Contract value: $475,000.00 Description': C3TS was contracted by the Town of Cutler Bay to design improvements for the portion of Old Cutler Road between SW 971h Avenue and SW 871h Avenue. The project consists of improvements including roadway improvements, traffic circles, pavement resurfacing, sidewalks, drainage facilities, medians, landscaping and lighting. Old Cutler Road is designated a historic roadway which required all improvements to respect the existing roadway footprint, thus limiting the modification and/or additional widening of the road. This Miami-Dade County roadway is considered an arterial collector roadway. The proposed configuration for Old Cutler Road will include roundabouts at each end of the corridor for traffic calming and beautification. The 1.24 mile corridor between these two roundabouts will be a two lane roadway with turn lanes, landscape medians and additional stormwater drainage structures. Permitting included various Miami-Dade County Public Works Division and Miami-Dade DERM. The project is entering the bidding phase and construction cost is estimated to be $ 7,100,000. Reference: The consultant has performed very well, throughout this project. This project required a great deal of community outreach and coordination with Miami-Dade County Public Works and the State of Florida. The project design was completed within the allowable timeframe and within budget. If you should have any question or require any further information, please contact me at 305-234-4262 or via em ail at rcasals@cutlerbay-f1.gov. Sincerely, \7-{~~ Rafael G. Casals Public Works Director 10720 Caribbean Boulevard, Suite 105 . Cutler Bay. FL 33189 . 305-234-4262 . www.cutlerbay-fl.gov ~~~-~~>;.-~~ 51 t -I r 1 1 TOWN OF GOLDEN BEACH One Golden Beach Drive, Golden Beach, FL 33160 Office (305) 932-0744 · Fax (305) 933-3825 www.goldenbeach.us t 1 Alexander Diaz Town Manager November 30, 2011 Corzo Castella Carballo Thompson Salman, P A 901 Ponce de Leon Boulevard Suite 900 Coral Gables, Florida 33134 ~ J Dear Sir I Madam, I would like to take this oppOlwnity to congratulate you and thank you for your excellent work in the Town of Golden Beach. C3TS has worked on various Capital Improvement Projects throughout the Town and has maintained a high level of professionalism and service in all phases from conceptual design through construction inspection. 1 -! Throughout our relationship, we have found the firm to be very professional and responsive to our concems. All of the personnel, from the principals to staff, demonstrate the same professional approach to the task at hand. Assignments are always completed on time and within the original budget. Through your eff0l1s, I know that the Town of Golden Beach was able to achieve a greater value for our budget. Again, thank you on behalf of myself and the Town of Golden Beach for a job well done. Sincerely, tJ~~ Alexandel' Diaz Town Manager 52 '1 I f .' c 1 VILLAGE o F KEY BISCAYNE Department of Public Works I 'illage COIII/dl Robert L. Vernon, ,\!I!yor :--[ichac1 Davey, ["ice A!I!/,or Enrique Garcia Robert Gusman :--richael E. Kelly .lorge E. ~[endia Thomas Thornton Dim'fOr Armando 0llllicz July 16, 2009 Monroe County Purchasing Office 1100 Simonton Street, Room 1-213 Key West, Florida 33040 To Whom It May Concern: Dear Sir I Madam, I am pleased to write a letter of reference for the firm of Corzo Castella Carballo Thompson Salman, P.A. (C3TS). The Village of Key Biscayne has an existing contract with C3TS and has benefited greatly in working with C3TS as their Consultant since April 2007. They have worked on several drainage I civil works projects with the Village, including the recently completed Crandon Boulevard Streetscape Improvements. In all instances, C3TS has maintained a high level of professionalism and services. It is pleasure dealing with not only competent and knowledgeable professionals but with courteous and reliable individuals who exhibit great workmanship and have extreme attention to detail. The Village is very lucky to have ongoing projects with C3TS and looks forward to future projects with them as our engineering firm. / ~ . Sincerely, ~/~ ~ Armando Nunez, Director ..--J~ U/ 88 West McIntyre Street · Suite 230 0 Key Biscaync, Florida 331:i9 0 (305) 365-8945 · Fax (305) 365-7757 ~n;;lo:-; ;T.ITE~IF.:-;T "TO I'RO\'lDE.I 5..",1'.. Ql..ILlTY CO~I~ILSITY E:';\'IRO:\.\IE;-..--r FOR .1l.L 15L\:-;OI'.R5 THROl"GH RI'.;I'O:\5IBLE GO'''ER.,~IE:\T'' www.l<cyhiscaYllc.fl.gov 53 ) I 1 . r 1 r , I . l I 1 . ~ Town of Medley 7777 Northwest 72nd Avenue Medley, Florida 33166.2488 Jorge Soto Assistant Director Project Coordinator Utilities & Storm Water Department Office: (305) 889-1915 ext. 224 Fax: (305) 889-1917 "The Perfect Locationfor Industrial Development" November 30, 2011 Corzo Castella Carballo Thompson Salman, PA 901 Ponce de Leon Blvd, Suite 900 Coral Gables, Florida 33134 Reference: Corzo Castella Carballo Thompson Salman, PA The Town of Medley is pleased to submit this letter of reference for the above mentioned firm of C3TS. The Town has had a successful working relationship with C3TS since 1994. Projects have ranged from Wastewater Collection Systems to Drainage Improvements and from Pump Stations to Shoreline Restorations. In all our relationship, C3TS has showed a professional demeanor and has proven to be attentive and responsive to the Town's concerns and issues. These projects were delivered successfully on time and within budget. I would certainly recommend this firm for similar services. --- -1 Jorge Soto Assistant Director of Utilities 54 l r J '1 r I , 1 I , I . J ,. , .. J . , . . CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVE BID NO. 11-11-02 A listing of all Office Locations (including address, phone numbers and point of contact). Headquarters: 901 Ponce de Leon Blvd, Suite 900 Coral Gables, Florida 33134 Tel. 305-445-2900 Contact: Jorge E. Corzo Fort Lauderdale 3996 NW 9th Avenue Fort Lauderdale, Florida 33309 Tel. 954-565-2113 Contact: Jeffrey S, Crews Boca Raton 21301 Powerline Road, Suite 311 Boca Raton, Florida 33433 Tel. 561-487-3379 Contact: Terrance N. Glunt Orlando 11315 Corporate Blvd, Suite 105 Orlando, Florida 32817 Tel,407-823-8966 Contact: Xavier Arroyo, 55 '1 r 1 r 1 "1 I , . J r 1 .. . I NON-COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone (305) 947 -0606 Fax (305) 949-3113 STATE OF FLORIDA ) COUNTY OF ,.Miami-Dade) The undersignecl being first duly swom as provided b~llaw, cieposes, and says Trlis Affidavit is made with the knowledge ancl intent that it is to be filed witrl the City of Sunny Isles Beach City Commission and that it 'will be relied upon by said County, in any consideration which may give to and any action it may take with respect to trlis Bid The undersigned is authorized to make this Affidavit on behalf of, Corzo Castella Carballo Thompson Salman, PA ----------------- (Name of Corporation, Partnersllip, Individual, etc.) a, Corporati~_____, formed undedlle laws of _ Florida __ (Type of Business) (State) of which he is ~oundingJJincipal _______ (Sole Owner, Partner, President, etc.) Neither tile undersigned nor any person, film, or corporation named in above Paragraph 10,2, nor anyone else to the knowledge of tile undersigned, have themselves solicited or employed anyone else to solicit favorable action for tllis Bid by the City, also that no head of any department or employee therein, or any officer of trle City of Sunny Isles Beacrl, Florida is directly interested therein. This Bid is genuine and not collusive or a sllam: the person, firm or corporation named above in Paragrapll '10.2 has not colluded, conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any otrler proposers: and all statements contained in the Bid or Bids described above true: and fiJrther: neither the undersigned, nor the person, firm or corporation named above in Paragraph 10.2, Ilas directly or indirectly submitted said Bid or the contents thereof, or divulged information or clata relative thereto, to any association or to a member or agent thereof. ~ orzo, PE, CFM ------ AME Founding Principal ---------- AFFIANT'S TITLE T,l\KEN, SWORN AND SUBSCRIBED TO BEFORE ME tllis ~y of _~elt?~~, 20,j Personally Known _~_ or Produced Identification __: T~lpe of identification__________ (Affix seal here) ~un~~~ --------- NOTARY PUBLIC (name printed 01" typed) AURORA ELENA RODRIGUEZ MY COMMISSION # EE 074455 EXPIRES: July 16,2015 Bond~d Thru Notary Public Underwriters DECEMBER 28,2010 1 of 7 56 r 1 r I I 'I , 1 r 1 'I I c J . . PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 Of svt-& SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STAnJTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate 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 a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statem ent is submitted to City of Sunny Isles Beach by Jorge E. Corzo, PE, CFM Ipunt InmVIDlIal s name anD ttllej for Corzo Castella Carballo Thompson Salman, PA IPunt name of entity slIbmltling sworn statementj whose business address is: 901 Ponce de Leon Blvd, Suite 900 Coral Gables, Florida 33134 and (if applicable) its Federal Employer Identification number (FEIN) is 65-0039493 (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn ~~eme~: .) 11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 11.4. I understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares con~ituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair 2 of 7 DEe EMBER 26, 2010 57 r 1 ~ 1 11.5. r 1 I "1 11.6. X ,. \ I market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. I understand that a "person" as defined in Para. 287.133(1 )(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FilED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF AN CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. By: ~ (Signature) Jorge E. Corzo, PE, CFM (Printed Name) Founding Principal (Title) ~worn to a~ s~scribed before me this V 6 r'j e. t::.. L.f!!Ji' z--t:J .I ~ay of ~ ~/-f-'1 , 20~, by ~/~~ (AFFIX NOTARY STAMP HERE) Signature: Notary Public - State of Florida Personally Known yo / Type of Identification Produced Print or Type Commis ' :~~Aj(..vrPlf1:. AURORA ELENA RODRIGUEZ OR P d d Id t.f' t' i-: 'ai MYCOMMISSIONHEEOl4455 ro uce en I Ica Ion ~~" ~i EXPIRES: July 16, 2015 ".r.Rf.~i-'- Bonded Thru Notary Public Underwriters 10/19[18 3 of? 58 ~l '1 r I , 1 I r J f I . I I J i . J EQUAL OPPORTUNITY / AFFIRJ\lIA TIVE ACTION City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax (305) 949-3113 EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws a nd regulations prohibiting discrimination based on race, color, religion, national region, sex, age, handicap, marital status, and political affiliation or belief. Signed:C2tt~ Title: Founding Principal Firm: Corzo Castella Carballo Thompson Salman, PA Address: 901 Ponce de Leon Blvd, Suite 900 Coral Gables, Florida 33134 DECEMBER 28, 2010 4 of 7 59 '1 '1 <1 . 1 I r 1 . 1 I . 1 I r 1 I " CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 CONFLICT OF INlEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTY OF Miami-Dade BEFORE ME, the undersigned authority, personally appeared Jorge E. Corzo, PE, CFM deposes, and states: who was duly sworn, 18.1. the Founding Principal with a local office in Coral Gables of and principal office in am C3TS Coral Gables 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 11-11-02 described as: Landscape Maintenance Services. The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project. 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and I execution of the Contract for this project. 18.5 Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible ITom participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project. 18.71 certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.81 certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. 18.9 In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately notify the City of Sunny Isles Beach. Dated this /6/- day of . , 201~. -::tCHC'(l e .01" Z-6 AFFIANf rI tor Typ Name and Title SWorn to and subscribed before me this i!1.... day of ~ . 201;. ~ Personally Known OR . . 0 Produced Identification ; Type of Identification ~1t4f NOTARY PUBLIC STATE OF FLORIDA ~-e l;j:&\j\~iW;;.:-. AURORA ELENA RODRIGUEZ -Ii ~ I.: ':.~ MY COMMISSION # EE 014455 ~ ":.i'" .,.W EXPIRES: July 16, 2015 ~ '~iff.,r,.~.. Bonded Thru Notary Public Unden'lraGr~ 'I'~ ~ i'!-(; DECEMBER 28, 20'10 5 of 7 60 , 1 I , I r I I 1 I , r I I . r . 1 I '. , 1 I L J DISPUTE DISCLOSURE City of Sunny Isles Beach 18070 Colli ns Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO x 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO x 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES _____ NO __~_ If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for tne City of Sunny Isles Beach. _ Corzo -.fastella Carballo Thompson Salman, P~ Fi _~2 //1-2 t) /1________ ~~e Jorge E. Corzo, PE, CFM, Founding Principal --------------- Print or Type Name and Title DECEMBER 28,2010 60f7 61 '1 '1 , 1 I . ) , 1 I , r , I I r I . , . . I , . . , STATE OF FLORIDA ) ) ) COU NTY OF Miami-Dade ANTI-KICKBACK City of Sunny Isles Beach 18070 Collins Avenue Sunny I sles Beach, FL 33160 Telephone (305) 947-0606 Fax: (305) 949-3113 ANTI - KICKBACK AFFIDAVIT I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indirectly by me or any member of my firm or by an officer of the corporation. By: Title: Founding Principal _ J)~egOing instrument was acknowledgJ'd before me this !~ day of ~ , 20L by Ii -e y-- I c&r 2--0 [name of Rerson], as 1~(1rc. [type of authority], for r:;. 3 'TS [name of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: ~~ Notary, ublic - State of Florida AURORA ELENA RODRIGUEZ ""/:1 MY COMMISSION # EE 074 ' Print 0 ~ml: U~~/Isl~ Hl Personally Known ~. OR Produced Identification Type of Identificatian Produced DECEMBER 28, 2010 7 of 7 62 ~l i 1 I I DELIVER TO: t :=ity of 9jnny Isles Beach City Clerk I 18070 Collins Avenue Sunny I sles Beach, FL 33160 I REQUEST FOR. QUAUFICA TIO\S SECTIO'\J 6 BID SUBMITTAL FCRMS OPENIf'...G: 10:00 A.M. 12-02-11 PLEA9:: QUOTE PRICES F.O.B, DESTIf\JA110N, LES3 T.6.xES, DELIVERED H~ CITY OF 9JNf\JY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt trom all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. ,'t I ssued by: Purchasing Agent Da te Issued: 11-08-11 This Bid 9.Jbmittal Consists of Pages 20 through 23 + -- j S3aled bids are subject to the Terms and Conditions of this Request for Qualifications and the accompany ing Bid 9.Jbmittal. 9.Jch other contract prov isions, specifications, drawings or otiler data as are attached or incorporated by reference in the Bid 9.Jbmittal, will be tBceived at the office of the City Clerk at the address sho wn abo ve u nt i I th e abo ve stated ti me an d date, an d at that ti me, pub I ic Iy open ed fo r fijm ishing the supplies or services described in the accompany ing Bid Submittal Requ irement. RFQ 11-11-02 CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS A Bid Deposit in the amount of !J.2k.ofthe total amount of the bid shall accompany all bids A Performance Bond in the amount of 0% of tile total amount of the bid will be required upon execution of the contract by the successful bidder and City of Sunny Isles Beach Procurem ent Aaent: Marcanthony Tulloch Firm fII ame: Corzo Castella Carballo Thompson Salman, PA Commoditv Coders J: RETURfII ONE ORIGINAL Afl/D FOUR COPIES OF BID SUBMITTAL PAGES AfIID AFFIDAVITS FAILURE TO SIGN PAGE 23 OF SECTION 6 BID SUBMITTAL WILL RENDER YOUR BID NON- RESPON SI VE my of Sunny Isles Beach IRequest for Qualifications [\Jo. 11-11-02 63 '1 . . SECTION 6 BID SUBMITTAL FOR: ACK N OWLE DG EM ENT OF ADD E NDA , INSTRUCTIONS: COMPLETE PART lOR PART II,WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTIO~J WIT H TH IS BID -, Addendum#1 Dated November 14,2011 , Ad dendu m #2, Dated Addendum#3, Dated . J Ad dendu m #4, Dated Ad dendu m #5, Dated Ad dendu m #6, Dated Ad dendu m #7, Dated Addendum #8, Dated PART II: o NO .ADDENDUM WAS RECEIVED IN COf\JNECTION WITH THIS BID FIRM NAM E: Corzo Castella Carballo Thompson Salman, PA DATE: 12-1-11 TITLE OF OFFICER: Founding Principal Oty of Sunny Isles Beach IRequest for Qualifications [\Jo, 1l-1l-02 64 , 1 . I 1 BI D SU BMITT AI... FORM Bid Titte: CIVIL ENG INEERING SERVICES TO DESIGN STREET AN D DRAINAGE IMPROVEMEN TS 1 The undersigned Proposers proposes and agrees, if th is Bid is accepted, to enter into an agreement with The City of 9.mny Isles Beach in the form included in the Contract Documents to perform and furnish all Work as ~ecified or indicated in the Contract Documents for the Contract Price and within the Contract Time ind icated in th is B id an d in acco rd ance with th e 0 th er ter ms and c ond ition s 0 f the Co ntr act Docu ments. The Proposers accepts all of the terms and conditions of the Advertiffiment or Request for Qualifications and Instructions to Propoffirs, including without lim itation those dealing with the disposition of Bid 93curity, This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposers agrees to sign and :=ubmit the Agreement with the Bonds and other documents required by the Bidding RequitBments within ten days after the date of the City's Notice of Award. ,"" In :=ubmitting this Bid, the Proposer represents, as more fully set fot-th in the Agreement, that: ~ J · The Propo ser has fa m i liar ized h i mse If;h erse I f with the nature and ex ten t of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of tile Work. · The Proposer has given tile City written notice of all conflicts, elTors, discrepancies that it has discovered in the Contract Documents and the written reso lut ion th ereo f by City is acceptab Ie to the Pm poser. · This Bid is genu ine and not made in the intetBst of or on behalf of any undisclosEd person, firm or corporation and is not submitted in conformity with any agreement or ru les of an~1 group, association, organ ization, or corporation; the Proposer has not directly or indirectly induced or 9Jlicited any other Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain fro m B idd ing; and Proposer has not sought b~1 collusion to obtain for itself any advantage over any other Proposers or over the City, The City and the successful Propoffir will establish completion times for each individual Work Item and the successfiJ I Proposer agrees that the work wi II be comp leted within the time fi'ames agreed upon and stipulated in tile individual Purchase Orders and/or f',Jotice to Pmceed. oty of Sunny Isles Beach IRequest for Qualifications [\Jo. 11-11-02 65 .r 1 I Firm Name: < 1 I Corzo Castella Carballo Thompson Salman, PA Street Address: 901 Ponce de Leon Blvd, Suite 900 --------------------- Mailing Address (if different): Coral Gables, Florida 33134 . 1 Tele hone No. 305-445-2900 Fax No, 305-445-3366 p --------- -------- k t. @ 3t 65-0039493 Email /.l.ddress:_mareln~s.com ___FEU\I 1\10. _J_----1_I_I---1_J---1_ -t l- l ,.. '~y signing this document the bidder agrees to all Terms Print Name: d agent) Jorge E. Corzo, PE, CFM . I Founding Principal Tlte:____________ THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAl OFFER OF PROPOSER TO BE BO UN D BY THE TERMS OF ITS PROPOSAl. F AILU RE TO SI G N THI S SOLI CIT All ON WHE RE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHAlL RENDER THE PROPOSAl NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAl THAT INCLUDES AN EXECUTED DOCUMEN T WHICH UNEQUIVOCAlLY BIN DS THE PROPOSER TO THE TERMS OF ITS OFFER. oty of Sunny Isles Beach IRequest for Qualifications No, 11-11-02 66