HomeMy WebLinkAboutA&p Consulting
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Request for Qualifications (RFQ)
For
Civil Engineering Services
to Design Street and Drainage Improvements
City RFQ No.: 11-11-02
Submitted by:
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ENGINEERS
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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10305 N.W. 41st Street, Suite 115
Doral, Florida 33178
Ph.: (305) 592-7283 - Fax: (305) 593-1594
FEIN: 65-0770583
www.apcte.com-info@apcte.com
Contact Person
Amelio Alfonso, P.E. - Project Manager
Cell: (786) 252-3373 - email: aalfonso@apcte.com
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A&P CONSULTING TRANSPORTATION ENGINEERS
December 2nd, 2011
Ms. Jane A. Hines, CMC, City Clerk
City of Sunny Isles Beach, FL
18070 Collins Avenue
Sunny Isles Beach, FL 33160
SUBJECT:
City of Sunny Isles Beach
Request for Qualifications for Civil Engineering Services to Design
Street and Drainage Improvements
(RFQ No. 11-11-02)
Dear Ms. Hines:
A & P CONSULTING TRANSPORTATION ENGINEERS CORP. in association with Hadonne (Surveying, Mapping,
and Subsurface Utility Engineering) and Geosol (Geotechnical Engineering) is pleased to submit this Technical
Proposal to provide professional services to the City of Sunny Isles Beach for the above referenced project.
Our Team, "Your Team" is committed to excellence in the delivery of this Project. We have performed thorough
research of the project and its associated issues; to this end, we have tasked our best drainage and roadway
engineers to develop technical solutions that meet the challenges of this project. The same staff that has
created these solutions and alternatives presented in this Technical Proposal will guide this project through its
successful completion. Our Project Research included study of the existing site conditions, field reconnaissance,
review of existing plans, and property owner interviews. Through this research we have realized that there are
critical design issues that must be addressed by the team selected for this project.
Our team is lead by A&P Consulting Transportation Engineers (APCTE), a multi-disciplinary consulting
engineering firm based in Miami-Dade County specializing in roadway design, transportation planning, traffic
engineering, water resources, drainage and storm water management, roadway lighting design, and
construction engineering and inspection. APCTE has successfully completed several roadway and drainage
improvement projects for the City of Miami Beach with similar characteristics to the 174th Street project
proposed as part of this RFQ. APCTE was incorporated in January 1995 and currently has 67 employees of which
37 are graduated civil engineers (15 licensed in the State of Florida).
The project team will be led by one of APCTE's most experienced engineers: Mr. Arnelio Alfonso, P.E., who is in
charge of the Water Resources Department for the firm and will serve the role of Project Manager. He has over
25 years of experience in the Stormwater Management field, Mr. Alfonso will be supported by top-notch
professionals, who will be responsible for their areas of expertise. The task managers assigned to this project
are: Alex Yi, P.E. Roadway Design and Utility Task Manager; Lazaro Ferrero, P.E. Drainage Task Manager; Erik
Sibila, E.!., M.S.C.E., c.G.C. Project Engineer; Eithel Sierra, P.E. Signing and Pavement Markings Task Manager;
Oracio Riccobono, P.E. for Geotechnical Studies; and Eddie Suarez, P.L.S. for Surveying, Mapping, and
Subsurface Utility Engineering. Each of these individuals brings extensive experience in their area of expertise.
10305 NW 41st STREIT, SUITE 115, DORAL, FLORIDA33178- lEI.: (305) 592-7283- FAX: (305) 593-1594-W\NW APCTECOM
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A&P CONSULTING TRANSPORT ATIGN ENGINEERS
Why the APCTE Team should be favorably considered:
Relevant Experience in Similar Projects: Our Team is one of the most qualified Teams in Miami-Dade County for
roadway and drainage improvement projects. Our experience includes projects for several municipalities with
similar scopes of work, including the Roadway and Drainage Improvements of Washington Avenue (City of
Miami Beach), Nautilus Neighborhood NO.7 (City of Miami Beach), NE 9th CT (Village of Biscayne Park), SR-S /
Biscayne Boulevard (FDOT), Miami River Greenway (City of Miami), and NW/NE 14th Street (City of Miami). We
will bring our Team's awareness of the Key Project issues, established working relationship with our sub-
consultants and knowledge of the City, County, State, and Federal policies and procedures required on this
contract to seamlessly produce a quality set of construction documents on time and within budget.
Understanding of Key Project Issues: We have thoroughly reviewed the scope of this project and made
ourselves very familiar with its challenges. Miami-Dade County and specifically the City of Sunny Isles Beach are
subject to frequent road flooding during higher than normal intensity storm events; some areas are prone to
flooding even during average summer storms. The City of Sunny Isles Beach has unique features that should be
taken into consideration for the recommended roadway and drainage improvements requested by this
solicitation: catch basins covered with debris, high tide / sea water levels, drainage inlets in poor conditions, low
points and long sections of roadway with no existing drainage, cracked pavement, poorly graded roadways, and
damaged valley gutter and sidewalks.
Overall Approach to Completing the Project: Our team will consider different design alternatives for the
proposed roadway and drainage improvements. These alternatives will be discussed with the City Project
Manager, and the final decision will be made based on an economical analysis of the possible alternatives as
well as the priorities established by the City. Our proposed solutions will be based on years of experience
improving drainage systems for the City of Miami Beach. Section 4.0 provides a detailed list of the proposed
improvements for 174th Street in the City of Sunny Isles Beach.
Our Commitments
The APCTE Team is committed to providing the City of Sunny Isles Beach with an innovative, quality design
surpassing the levels of satisfaction expected by the City. We know the importance of doing things right the first
time and being sensitive to the client's needs. We want to be an extension to the City staff and be part of a quality
product.
All deliverables to the City will be subject to the strictest company rules for QA/QC. Our system production, reviews
and internal administrative / clerical operations are electronically operated. APCTE is aware of the issues to be faced
in providing the services required in the proposed scope, and we are ready to meet the challenge. APCTE is known
for always meeting all deadlines and always complying with established schedules. We look forward to your
favorable consideration.
Sincerely,
A&P Consulting Transportation Engineers Corp.
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President
10305 NW 41st STREET, SUITE 115, OORAl..., FLORIDA 33178- lEI.: (305) 592-7283- FAX: (305) 593-1594-\MMN APCTECOM
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
TABLE OF CONTENTS
1.0 COM P ANY I N FORMATION............................................................................................................................. 1
2.0 QUALI FICA TIONS.......... ........................................................................................................................... ....... 3
2.1 APCTE's Qualifications................................................................... ............... ...................................... ........ 3
2.2 Releva nt Experience................................................................................................................................... 3
2.3 Sched u Ie of Proposed Services.............................................................. ..................................................... 4
2.4 Satisfactory Record of Past Performa nce............................................................................................ ....... 5
2.5 Sim ilar Projects. ................................................'......................................................................................... 5
3.0 ST AFFI NG........................................................................................,................................................ ............. 15
3.1 Key Staff...................................................................................................................................... .............. 15
3 . 2 A v a i I a b iI i ty ................................................................................................................................................ 17
3.3 Qua lity Control...................................................................................... ................................................... 17
3.4 Orga n izationa I Cha rt................................................................................................................................. 19
3.5 Key Staff Resumes................................................................................................................................ .... 20
4.0 APPROACH / METHODOLOGy..................................................................................................................... 21
4.1 Methodologies and Approaches used in Achieving Tasks ....................................................................... 21
4.2 Overall Organization to Completing the Project ......................................................................................25
4.3 Abi lity to meet deadlines....................................................................... ................................................... 26
5.0 REFEREN CES........................................................................................................................ .................... .....27
6.0 0 F F ICE LOCA TI 0 N ..................................................................................................................................................... 28
7.0 CO NTRACT FO RMS................................................................................................................................................... 29
A&P CONSULTING TRANSPORTATION ENGINEERS. CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
1.0 COMPANY INFORMATION
Name of Company:
A&P Consulting Transportation Engineers, Corp. (APCTE)
Company location:
APCTE's Main Office located at,
10305 Doral Blvd., Suite 115, Doral, FL33178
Phone (305)592-7283
Fax (305) 593-1594
Internet Web Site Address:
For additional information, please visit our web site at www.apcte.com
Business Structure:
APCTE is a multi-disciplinary local South Florida consulting engineering corporation. APCTE specializes in roadway
design, transportation planning, traffic engineering, water resources engineering, design of stormwater management
systems, electrical/lighting design, and construction engineering and inspection. Currently, APCTE has 67 employees
of which 37 are graduated civil engineers (15 licensed in State of Florida).
Date Founded:
APCTE was incorporated in January 1995 in Miami-Dade County.
Home Office Address:
The responsible office for this project will be our Main Office located in the address shown above, and our contact
person and Project Manager for these projects will be Mr. Arnelio Alfonso, P.E., who can be reached at (305) 592-
7283 or at aalfonso@apcte.com.
For this project, APCTE has assembled a multi-disciplined Team with other local consultants geared to provide the City
of Sunny Isles Beach with a highly qualified and flexible group of professionals capable of solving the challenging issues
that may arise through this project. Our Team is comprised of the following members:
I. HADONNE (Local, DBE firm): Responsible for Surveying & Mapping, Subsurface Utility Investigation
II. Geosol (Local, DBE firm): Responsible for Geotechnical Exploration
The Team assembled also has ample experience on the permitting process and has worked very closely with the
drainage agencies that have jurisdiction in Miami-Dade County.
list of any Outstanding litigation:
APCTE does not have any outstanding litigation that could threaten the viability of the firm or the performance of this
contract.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
OF sutl
Proof of Insurance:
APCTE's certificate of liability insurance is included under the Contract Forms Section of this Technical Proposal. APCTE
is technically certified and licensed to perform business in the State of Florida as shown under Corporate Licenses and
Certifications Section, including the State Certification and Professional Engineering Licenses.
Indication of how long it will take to Provide the Services Requested:
APCTE's staff prides itself in providing exceptional engineering service, and is prepared and excited at the opportunity
to do so for the City of Sunny Isles Beach on this contract. Due to our recent staffing additions, our staffing level
relative to our workload is high. We are certain that APCTE has the ability to provide the type, quality, and quantity of
services requested on this RFQ, and can respond to the City's needs on these roadway and drainage improvement
projects. We pride ourselves in our ability to provide the highest quality set of construction documents in the best
interests of the City, and in the shortest turnaround time possible. In fact, as per our proposed Schedule shown in
Section 2.3 of this Technical Proposal, we anticipate that we will be able to have a complete set of roadway and
drainage plans ready for construction and permitted by all regulatory agencies with jurisdiction over the project, along
with technical specifications and a drainage report within nine (9) months. APCTE's Water Resources Department has
completed several roadway and drainage improvement projects similar to this one; the Department is lead by Mr.
Arnelio Alfonso, P.E. who has over twenty-five (25) years of experience working in the Hydraulics Engineering Field
preparing Hydrology Studies, designing Pump Stations and Stormwater Management Systems among other tasks. Mr.
Alfonso, P.E. will serve as Project Manager for this contract.
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A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
2.0 QUALIFICATIONS
2.1 APCTE's Qualifications
APCTE is among the most qualified consulting firms in Miami-Dade County to provide civil engineering services for
street and drainage improvements. We are currently qualified for over twenty-five (25) specific civil engineering
disciplines in Miami-Dade County, most of which precisely match the proposed scope of services for this solicitation. A
list of APCTE's Miami-Dade County qualifications is provided below, with the most relevant items highlighted in blue.
1.01
2.01
2.02
2.04
3.01
3.02
3.04
3.05
3.06
3.07
3.08
3.09
Urban Area and Regional Transportation Planning
Mass Transit Program (Systems) Management
Mass Transit Program (Systems) Feasibility &
Technical Studies
Mass Transit Controls, Communications &
Information Systems
Site Development and Parking Lot Design
Highway Design
Traffic Engineering Studies
Traffic Counts
Traffic Calming
Traffic Signal Timing
Intelligent Transportation System Analysis, Design,
& implementation
Signing, Pavement Marking, and Channelization
lighting
Signalization
Aviation Systems - Engineering Design
Port and Waterway Systems - Engineering Design
Water Distribution and Sanitary Sewage Collection
& Transmission Systems
6.02 Major Water and Sewer Pumping Facilities
6.03 Water and Sanitary Sewage Treatment Plants
8.00 Telecommunication Systems
10.01 Stormwater Drainage Design Engineering Services
14.00 Architecture
16.00 General Civil Engineering
17.00 Engineering Construction Management
18.00 Architectural Construction Management
22.00 ADA Title II Consultant
3.10
3.11
4.01
5.01
6.01
2.2 Relevant Experience
The APCTE Team has experience in all aspects of roadway and drainage improvements including: Field Review, Data
Gathering, Agency Coordination, Pipe Video Inspection, Geotechnical Exploration, Pavement Design, Maintenance of
Traffic (MOT), Wetland Delineation, Detention-Retention Pond Design, Hydraulic Modeling, and Drainage Analysis to
relieve street flooding. APCTE is capable of preparing full-scale computer models utilizing state of the art software. We
have conducted investigations on water sheds ranging from several acres to several square miles. These evaluations
have included flood profile studies and stormwater management master plans. The Team has also demonstrated its
capability to obtain environmental permits required for all drainage improvement projects, including agency
coordination, preparation of permit sketches and permit applications. We have developed an excellent reputation and
working relationships with agencies such as: SFWMD, FDEP, USACOE and PERA (formerly DERM).
APCTE's broad capabilities and experience in complex stormwater management systems for municipal projects has
been demonstrated through several of its Neighborhood Improvement projects. Within the City of Miami Beach, the
Drainage Master Plan developed for the Nautilus Neighborhood included 92 inlets, 9 gravity wells, 37 pressurized
drainage wells, and 6 stormwater pumping stations; the Washington Avenue Improvements project included a new
collection and conveyance system and 28 gravity wells; the Prairie Avenue Drainage Improvements included a pump
station system with injection wells and a new collection and conveyance system; and the Lummus Neighborhood
Drainage Improvements included stormwater pipe upsizing, replacing curb and gutter and sidewalk, and signing and
pavement marking, all ADA and MOT compliant. The drainage improvements for each of these projects eliminated the
flooding in the area. Other examples are the Miami Intermodal Center (MIC) Drainage Master Plan, where APCTE was
responsible for the coordination with all permitting agencies as well as several design consultants for the development
of a Drainage Report and the acquisition of an Environmental Resources Permit (ERP) for each MIC roadway project, as
well as the SR-836 (Dolphin Expressway) at NW 14th Street Stormwater Pumping Station within the City of Miami.
2.3 Schedule of Proposed Services
The APCTE Team has developed a preliminary project activity/event schedule, as shown in Technical Proposal. Within
ten (10) days of obtaining the Notice to Proceed for this project, we will fine tune this schedule in order to identify
specific project activities and duration associated with each phase submittal required to meet the proposed City
production schedule. Due to our past relevant experience, background and company structure, our firm is extremely
well suited to perform the required Civil Engineering Services called for in this RFQ. In the past, we have successfully
provided these same types of services, and we have done so in the timeliest manner. The following page provides a
preliminary project design schedule, assuming that the Notice to Proceed is issued by the City of Sunny Isles Beach in
January 2012.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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9 Months Design Schedule
10 Name lDurat,on I StJ,2 - - -=.,J~ _ ~~~m~erl01.? - -.,.J-:, _ _QclQ.be!..!.o1~ _ _ - - fiov~mber 2012 -L-
____ _______________..______________________________ ._______ _ pI21]1.2@J.31[~[6_CJJ!?h.~!.8]..u~I21D.QI~II[!!.I1;1.I1U~;1.j]..{!<?]'9I;1.I~I~lTImI17I?iH~i@]~!!I:2J
_~_ NOTICE TO PROCEED (Estimated) 1 day MOill' : ~' :': : :, : : :: :.:: - -:,-
2 P,E, BEGIN (Estimated) 1 day Tue : " . : :,,: :.
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-T- ROADWAY & DRAINAGE IMPROVEMENT DESIGN 187 days Wed ' ROADWAY & DFiAINAGE IMPROV~MENT DEsiGN
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-T- INITIAL ENGINEERING (60% PLANS) 91 days Wed . ,
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Design Survey
21 days
PROJECT DESIGN SCHEDULE
1 day
7 days
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Prepare Geotechnical & Soillnvestigalion
7 days
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Roadway & Drainage Design, and 60% Plans Production
60 days
7 days
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Acquire Design Ticket & Perform Utiliy Contact
Subsurface Ulility Locales
14 days
1 day
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Prepare & Submit Typical Section Package
Submit Preliminary Typical Section & Roadway Plans to Utility Companies
Roadway, Drainage, & Hardscape Plans
30 days
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7 days
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Implement Utility info. in Roadway Plans
Prepare & Submit Pavement Design
Initial Public Information Workshop
Prepare Drainage Report
10 days
7 days
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Prepare Maintenance of Traffic Plans
Prepare Ulilily Adjusment Plan Sheets
QA I QC Review by APCTE 60% Submittal
60% Roadway Plans Submittal
City of Sunny Isles 8each Phase Review
10 days
5 days
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FINAL ENGINEERING (90% PLANS)
45 days
1 day
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Incorporate City of Sunny Isles Beach 60% Review Comments
Roadway Plans
20 days
6 days
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Pavement Marking Plans
Traffic Control Plans
Utility Pre-Design Conference Meeting
Prepare Final Utility Adjustment Plans
Distribute Latest Prints to Utility Companies
QA I QC Review by APCTE 90% Submital
90% Roadway Plans Submittal
City of Sunny Isles Beach Phase Review
10 days
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7 days
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FINAL CONSTRUCTION DOCUMENT PREPARATION (100% PLANS)
29 days
7 days
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Incorporate Sunny Isles Beach 90% Review Comments
Roadway, Drainage, TCP's, Pavement Marking etc,
Prepare Specification Package
QA I QC Review by APCTE 100% Submittal
1 day
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1 day
5 days
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1 day
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7 days
Ttnny Isles Beach 90% Review Comments
7 days
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5 days
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Permiting Proccess
61 days
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S & 5 Roadway & Drainage, and Specification Package Submitt 10 days Weci c.:~ S & 5 Ro~dway & Drainage, and Specification Package ~~bmittal
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30 days
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
2.4 Satisfactory Record of Past Performance
The following tables contain a list of some of the projects completed by APCTE in the past five (5) with their associated
grades. These projects covered the range of services required in this Request for Qualifications (RFQ). The first
evaluations shown below were received by our company from FOOT-District Six Office and are based on a scale of
5.0. The second evaluation shown below was received from Miami-Dade County Public Works Department and is
based on a scale of 4.0.
F.M. No.: 405575-1-32-01 (Florida Department of Transportation District VI)
Project Name: SR.997 / Krome Avenue
FOOT Project Mana~er: Adriana Manzanares, P,E. (305) 470-5283
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3.2 Major Roadway Design 2/01/07 60% 4.9 4.8 14.9 4,9
3.2 Major Roadway Design 7/07/10 190% 4.7 4.8 14.6 4.7
Contract No.: 2004-0330 (Miami-Dade County Public Works Department)
Project Name: NW 37''' Avenue, from NW 791" Avenue to N, River Drive
M-D Public Works Department Project Manager: Raul Quintela, P.E, (305 375-3971
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10.01 Storm Water Drainage Design 5/14/09 90% 14 3 .. 3.6
As shown, the compounded grading that APCTE has received in the past five years for all of the provided services have
been at or above 4.7 points out of 5.0 for FDOT projects and 3.6 out of 4.0 for Miami-Dade County projects.
2.5 Similar Projects
A list of APCTE's experience on previous similar projects is included in the following pages.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
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Design-Build for Neighbourhood No.7 - Nautilus Right-of-Way Infrastructure Improvements
City of Miami Beach, Florida
Project Location:
Nautilus Neighborhood, "Middle Beach" from Surprise Lake on the north to the south end of the 41st Street right-of-
way, and from Biscayne Bay east to the Indian Creek waterway, Miami Beach, Florida
Client: City of Miami Beach, Florida
Capital Improvements Project Office
1700 Convention Center Dr.
Miami Beach, Florida
Contact: Fernando Vazquez, P.E.
Phone No.: (305) 673-7080
Fax No.: (305) 673-7073
Email: fernandovazquez@miamibeachfl.gov
Contract Value: $2,600,000
Construction Cost: $34,500,000.00
Contract Starting Date: April 2007
Final Completion Date: October 2008
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Scope of Work - The Nautilus Neighborhood includes all of the area from Surprise Lake to the south end of the 41st
Street right-of-way, and from Biscayne Bay east to the Indian Creek waterway, inclusive of the Orchard Park sub-
neighborhood. The area is generally comprised of single-family residential streets with some pockets of multi-family
uses. Major institutional uses include Mount Sinai Medical Center, Miami Heart Institute, Nautilus Middle School, and
North Beach Elementary School. Arthur Godfrey Road (41st Street), a State roadway, is a major commercial corridor to
the southern border of this neighborhood, Alton Road is a state minor arterial on the west side.
. Streetscape Improvements
· Reconfiguration of W. 42nd St. from North Michigan Ave. to North Meridian Ave.
· Reconfiguration of the Intersection of Prairie Ave. / Chase Ave / W.
44th St.
· Roadway Milling and Resurfacing
· Landscaping within the Right-Of-Way
· Sidewalk Extension (ADA ramps / damaged sidewalk replacement)
· Lighting Upgrades
· Driveway Apron Restoration
· Swale Reclamation / Removal of Encroachments
· Pavement Narrowing
· On-Street Parking Improvements
. Stormwater Improvements
The improvements to the stormwater system are limited to the three Severe Flooding at Nautilus
priority drainage basins (92, 97 & 99) identified in the City of Miami Beach Stormwater Management Master
Plan for the Nautilus Neighborhood. All three priority basins lie within the Nautilus West Area. Basin No. 92 is
the largest and encompasses the south part of Nautilus West. Basin NO.99 is the smallest and is at the
northern end of Nautilus West just south of the Surprise Waterway Canal. The proposed drainage system for
the priority drainage basins consist of:
· Approximately 16,300 If of conveyance pipe.
· 92 inlets and 74 manholes,
· 9 gravity drainage wells, 37 pressurized drainage wells and 6 stormwater pumping stations.
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A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
Washington Avenue Improvements
Phases II, IV & V
City of Miami Beach, Florida
Project Location:
Washington Ave. from 5th Street to Lincoln Rd.
Miami Beach, Florida
Client: City of Miami Beach Florida
Capital Improvements Project Office
1700 Convention Center Dr.
Miami Beach, Florida
Contact: Fernando Vazquez, P.E.
Phone No.: (305) 673-7080
Fax No.: (305) 673-7073
Email: fernandovazquez@miamibeachfl.gov
Contract Number: 22-02/03-04/04
Contract Value: $1,300,000
Initial/Final Construction Cost: $12,104,429/ $15,200,000
Contract Starting Date: April 2004
Initial/Final Completion Date: May 2005 / May 2006
Scope of Work - Designer of record for this Design-Build Project.
Prepare construction documents (plans and specifications) for the
following improvements: milling & resurfacing, new gravity drainage
wells, sanitary sewer capacity improvements which consist of
pipe/manhole up-sizing, water main upgrades, relocation of water
meters/meter boxes, new decorative lighting system, landscape and
irrigation upgrades, replacement of curb & gutter and sidewalk from
11th St. to 16th St., design of intersection bumps-outs, compliance with
ADA requirements, modification of parking space layout, relocation of
existing utilities, coordination with the CMB Parking Department to
remove and reinstall parking meter heads and parking signs, and
signature median improvements from 5th St. to 6th St., and between 16th I
Street and Lincoln Rd. Also responsible for the office administration
construction progress activities related to the construction of this right-
of-way improvement project. Some of the construction management
services provided for this project included:
. Weekly construction meeting/coordination to monitor
. Perform all shop drawing program functions
. Respond to request for information (RFI's)
. Evaluate request for changes to project schedules
. Contract documents clarifications
. Inspect all MOT operations
. Review, track and maintain construction schedules
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
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Lummus Neighborhood Improvements
City of Miami Beach, Florida
Project Location: The Lummus Neighborhood is bounded by 5th Street to the South, 16th Street to the North, Ocean
Drive to the East and Washington Avenue to the West, in the City of Miami Beach, Florida.
Client: City of Miami Beach
Capital Improvements Project Office
1700 Convention Center Dr.
Miami Beach, Florida
Contact: Fernando Vazquez, P.E.
Phone No.: (305) 673-7080
Fax No.: (305) 673-7073
Email: fernandovazquez@miamibeachfl.gov
Final Construction Cost: $15,618,906
Contract Starting Date: February 2007
Contract Completion Date: August 2007
Scope of Work - The Lummus sub-neighbourhood is
generally described as the area bounded by 16th Street to the
north, 5th Street to the South, Washington Avenue to the
West, and Ocean Drive to the East. The area consists of multi-
family structures with significant retail/commercial
components, portions of which are within historically
designated areas. This neighbourhood is located in the heart
of South Miami Beach and includes much of the National
Register Architectural District. The total area of the project is
25 Acres. Project consisted of improving the water main and
drainage in the Lummus Neighbourhood. The proposed
improvements include new catch basins, new collection
system and 16 gravity wells. Storm water pipe upsizing and
new drainage structures were incorporated to the drainage
improvements. Milling & Resurfacing, signing and pavement
marking, street lighting and aesthetic enhancement (plating of
Coconut Palms in sidewalk) were key improvements related to
this project.
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A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
Project Location: Prairie Avenue, from Dade Boulevard to W. 23rd Street
Miami Beach, Florida
Client: City of Miami Beach Florida
Capital Improvements Project Office
1700 Convention Center Dr.
Miami Beach, Florida
Contact: Jose Rivas - Project Manager
Phone No.: (305) 673-7000
Fax No.: (305) 673-7073
Email: joserovas@miamibeachfl.gov
Construction Cost: $2,500,000
Contract Starting Date: February 2008
Contract Completion Date: July 2009
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Scope of Work - Project consisted of performing a drainage analysis of a segment of Prairie Avenue, from Dade Blvd to
W 23rd St, adjacent of Miami Beach Senior High School. The project area is located within Basin 76 of the City of
Miami Beach. The proposed improvements included a pump station system with injection wells and a new collection
system. The total drainage area encompasses 9.05 Ac.
Prairie Avenue Drainage Improvements
Miami Beach, Florida
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Downtown Miami Streetscape Improvements
Miami, Florida
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Project Location: NW/NE 3rd Street to the North, SW/SE 2nd
Street to the South, NW/SW 1st Avenue to the West, and
NE/SE 3rd Avenue to the East, Downtown Miami, Florida
Client: City of Miami Capital Improvements and
Tra nsportation
444 SW 2nd Avenue, 10th Floor, Miami, Florida, 33014
Contact: Albert Sosa, P.E.
Phone No.: (305) 416-1224
Email: asosa@miamigov.com
Contract Number: B-30306
Contract Value: $250,000
Construction Cost: $7,000,000
Contract Starting Date: March 2009
Completion Date: October 2009
Scope of Work - Designer of record for this Project.
Responsible for performing field survey and inspection to
determine improvements necessary in Downtown Miami
area. Prepared engineering observations to submit to City of
Miami. Responsible for producing a set of plans detailing the
necessary improvements for the beatification of the
Downtown Miami area. Plans included design of milling and
resurfacing, paving and grading, signing and pavement
marking, curb and gutter, ADA Ramps, lighting plans and
calculations, and landscaping.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
N.W. 14th Street, Miami-Dade County, Florida
Project Location: NW 14th St. from NW 42nd Ct. to NW 34th Ave.
Miami-Dade, Florida
Client: Florida Department of Transportation District 6
1000 NW l11th Ave., Miami, Florida
Contact: Harold Desdunes, P.E. - Project Manager
Phone No.: (305) 470-5271
Fax No.: (305) 470-5338
Email: harold.desdunes@dot.state.fl.us
Contract Number: 405664-1-52-01
Contract Value: $303,349.59
Construction Cost: $3,039,782
Contract Starting Date: March 2002
Contract Completion Date: January 2003
Scope of Work - Prepare Construction Documents (plans and specifications) for the reconstruction of a 0.6 mile
segment of this urban corridor, including new drainage system, upgrading two signalized intersections from span wire
to mast arm, compliance with ADA requirements, construction of a new two-directional shared use pedestrian
sidewalk/bicyclist path facility, new lighting system, signing & pavement markings and landscape & irrigation. The new
drainage system consisted of a combination of French drains, control structures and a 12,000 GPM stormwater pump
station. This pump station was designed to eliminate the flooding problems at the intersection of NW 3ih Ave and NW
14th ST. The project includes an emergency overflow structure that discharges into the C-5 Canal in case that the
pumps are not working, and a water level recorder that keeps record of the different stages at what the pumps
operate.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
Biscayne Boulevard
Miami-Dade County, Florida
Project Location:
SR-5/ Biscayne Boulevard from NE 14th Street to NE 15th Street, Miami-Dade, Florida
Client: City of Miami, Florida
Contact: Kevin A. Brown, P.E.
Phone No.: (305) 416-1090
Fax No.: (305) 416-1019
Email: kabrown@ci.miami.fl.us
Contract Number: B-30337
Initial/Final Contract Value: $ 132,425.00/ $152,425.00
Construction Cost: $ 1,258,994.19
Contract Starting Date: June 2005
Contract Completion Date: November 2006
Scope of Work - Designer of record to Prepare Construction Documents (plans and specifications) for the
reconstruction of SR-5 / Biscayne Boulevard from NE 14th Street to NE 15th Street. The project included Milling,
Resurfacing and Streetscape improvements of the street surrounding the new Performing Art Center (PAC) which is
being referred as the "Super Block" and bounded by NE 13th Street to the south, NE 15th Street to the north, Bayshore
Drive to the east and NE 2nd Avenue to the west, City of Miami, Miami-Dade County. The project also included
stormwater master planning and design, hardscape limited to street furniture, new sidewalk, signing and pavement
markings, new decorative lighting, utility coordination, landscaping, and cost estimates.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
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SR-997 / Krome Avenue Reconstruction
Miami-Dade County, Florida
Project Location: SR-997 / Krome Avenue from US-l to Avocado Drive / SW 296th Street, Miami-Dade, Florida
Client: Florida Department of Transportation District 6
1000 NW l11th Ave., Miami, Florida
Contact: Adriana Manzanares, P.E. - Project Manager
Phone No.: (305) 470-5283
Fax No.: (305) 470-5547
Email: adriana.manzanares@dot.state.fl.us
Contract Number: 405575-1-52-01
Initial/Final Contract Value: $ 999,399.00/ On-Going
Construction Cost: $ 15,000,000.00
Contract Starting Date: November 2005
Contract Completion Date: On-Going
Scope of Work - This project is part of the improvements identified
in the Department's Krome Avenue Action Plans approved by the
Miami-Dade Metropolitan Planning Organization in March, 1999.
This portion of Krome Avenue is a north-south two-lane roadway
that extends approximately 3.78 miles from US-l to Avocado Drive,
running through the center of Florida City and the City of
Homestead in southern Miami-Dade County. The corridor land use
is primarily industrial in the Florida City section (S.W. 352nd St to
S.W. 328th Street/Lucy Street) and commercial in the City of ·
Homestead section (S.W. 328th Street/Lucy Street to S.W. 296th
Street/Avocado Drive). Designer of record for this project.
Responsible for the preparation of Construction Documents (plans
and specifications) for the 3.78 mile segment of this urban corridor,
including roadway reconstruction, new drainage (French drain)
system, signing & pavement markings, upgrading seven signalized
intersections from span-wire to mast-arm, a new signalized
intersection, new lighting, implementation of four traffic safety
studies, implementation of access management and compliance
with ADA requirements, Landscaping & Irrigation within the City of
Homestead Florida.
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A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
SR 826 / SR 836 Interchange Reconstruction
Miami-Dade County, Florida
Project Location: SR 826/ SR 836 Interchange, from SW 4th Street on North to just before NW 25th Street on South,
and from just west of NW 8ih Avenue to just west of NW 57th Avenue
Client: Florida Department of Transportation District 6
1000 NW ll1th Ave., Miami, Florida
Contact: Ali Toghiani, P.E. -Project Manager
Phone No.: (305) 470-5343
Fax No.: (305) 470-5547
Email: AILToghiani@dot.state.fl.us
Contract Value - $2,500,000
Contract Starting Date - September 2009
Final Completion Date - Ongoing
Scope of Work - The Palmetto Expressway (SR 826L a major thoroughfare and evacuation route, is being widened
along 16.7 miles of its length. The project has been divided into 12 design sections. Section 5 is the design section
for the Palmetto Expressway / Dolphin Expressway (SR 836) Interchange (See Figure 1). This interchange will be
reconstructed to accommodate fully directional interchange movements for not only the two primary roadways, but
also a collector-distributor system. This will be one of the biggest and most important interchanges in Miami-Dade
County.
APCTE was tasked as the Drainage Designer of record for this Design-Build Project. Responsible for producing Drainage
Master Plan, drainage plans, drainage structure sheets and details, storm water management reports and stormwater
modeling for the entire interchange reconstruction. This project includes more than 600 drainage structures. APCTE
was also responsible for preparing Bridge Hydraulic Reports for the North Line Canal, Venetian Canal, and Airport
Canal. Also in charge of preparation of lighting plans, calculations, and reports, utility coordination, and relocation of
water main, gravity sewer, and force main pipelines. Permitting involved coordination with M-D DERM, DOH, M-D Fire
Department, and the Miami-International Airport.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
MIC Stormwater Management Master Plan, Miami-Dade County, Florida
Project Location:
Miami Intermodal Center, from SR-836 in the south to NW 36 St. in the north and from Le Jeune Rd to the west to NW
37 Ave. to the east, Miami-Dade, Florida
Client: Florida Department of Transportation District VI
1000 NW ll1th Ave., Miami, Florida
Contact: Ricardo Salazar, P.E. - Drainage Engineer
Phone No.: (305) 470-5264
Fax No.: (305) 470-5293
Email: ricardo.salazar@dot.state.fl.us
Contract Number: 249643-1-56-01
Contract Value:
$182,766.00
Construction Cost:
$10,940,800.00
Contract Starting Date:
March 2000
Contract Completion Date:
March 2003 I'"''
Scope of Work - Prepare a Stormwater Management Master Plan for the entire MIC area. The Stormwater
Management Master Plan included coordination with 5 design Teams and several permitting agencies in order to
develop a master drainage system with more than 450 drainage structures and 18 retention ponds that will serve the
project area. This effort also included the preparation of permit packages approved by SFWMD, DERM, USACOE and
FAA. The MIC is a multimodal transportation facility that links Metrorail, Amtrak, Tri-Rail, and Metrobus.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
3.0 STAFFING
3.1 Key Staff
The APCTE Team is well aware of the City's desire for the Roadway and Drainage Improvements Project proposed key
staff to have specific drainage and permitting experience, therefore the staff proposed was selected with that
objective in mind. All members have significant proven experience in roadway design, drainage, and environmental
projects and all are available and ready to begin work immediately. Based upon our understanding of the major design
issues and requirements of the Downtown Roadway and Drainage Project, we have assembled a Team tailored to
meet each aspect of this Project. In determining the Key Staff, we not only looked at the special technical capabilities
of the individuals, but also the current project workload and availability of each Team member.
The technical qualifications and experience of the staff assigned to the project must match the requirements of the
project. A quality product requires that qualifications be met by those actually assigned to do the work.
The design of this project requires a Project Manager that has a great deal of experience drainage [1]" ".'
design in South Florida and who knows how to do things right the first time and on schedule. The APCTE .. ~'~,' " .
Team will be led by Mr. Amelio Alfonso. P.E., who is in charge of the Water Resources Department for -' '1
our company, and will serve in the role of Project Manager for this project. He has over 25 years of ~
experience in the Stormwater Management field. His experience extends from Consulting Engineer to
University Professor. The scope of work for this project is somewhat similar to the scope of numerous
projects that Mr. Alfonso has completed for the City of Miami Beach, Florida Department of Transportation and
several other local municipalities.
Reliability and client satisfaction are APCTE's cornerstone values. In that spirit, Mr. Alfonso will act as the single point
of contact with the City. All instructions, questions, and responses will be handled by him personally. He will make
sure that all issues will be addressed by the best qualified member of the Team.
Success is never the result of one individual's effort and this project will be no exception. The realization of this
project will come about because of a complete Team effort, highlighting the importance of the personnel supporting
the Project Manager. Past work experience of the key professionals that will be supporting Mr. Alfonso including a
brief description of their professional background as it relates to their roles on this particular project are discussed
below.
Antonio G. Acosta, P.E. (APCTE) - Principal-in-Charge
Mr. Acosta has over 25 years of experience; he launched his career in 1985 working for the Florida Department of
Transportation District VI office as a Roadway Designer. During this time, he fine-tuned his skills in areas ranging from
highway design, construction, maintenance and administration to bridge design, traffic operations and roadway
design project manager. Mr. Acosta is currently the President of APCTE.
Carlos M. Gil-Mera, P.E., C.G.C. (APCTE) - QA/QC
Mr. Gil-Mera began his career 24 years ago working as a Traffic Operations Engineer for the FDOT-D6. During his time
at DOT, he was a PE Trainee, Roadway Project Engineer, and since early 1999 he worked as a Roadway Design Project
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
Manager. Joining APCTE in 2000, Mr. Gil-Mera has acted as project manager in several roadway projects. Mr. Gil-Mera
is currently one of the principals of APCTE.
Lazaro Ferrero, P.E. (APCTE) - Drainage Task Manager
Mr. Ferrero is a Senior Project Engineer with more than 23 years of engineering experience in drainage design,
irrigation, drainage canals, earth dams, pumping stations and river hydraulics. He has extensive experience in
computer modeling of stormwater systems. Relevant project experience includes: Nautilus Neighborhood Project, MIC
Drainage Master Plan, Washington Avenue Drainage Improvements and Lummus Neighborhood.
Eithel Sierra, P.E. (APCTE) - Roadway Task Manager.
Mr. Sierra, Task Leader for Signing and Marking Design, has over 15 years experience in the design of highway and
infrastructure facilities. He is highly experienced and is currently working as Senior Project Manager in urban and rural
new construction, total reconstruction and resurfacing, restoration, and rehabilitation projects. Mr. Sierra is certified
by the state of Florida to design Maintenance ofTraffic (MOT) Plans.
Alex Vi, P.E. (APCTE) - Signing and Pavement Markings Task Manager.
Mr. Vi, Task Leader for Roadway Design has over 13 years of experience on roadway design. He is a Civil Engineer and
a Registered Professional Engineer in the State of Florida. Mr. Vi's professional experience in the fields of Design and
Management of all types of Rural and Urban Roadways makes him a perfect fit for this task. Within his first seven
years, four were spent as a Professional Engineer Trainee, and two as a Project Engineer at FOOT District VI Internal
Design Office. As a Roadway Task Manager, Mr. Vi will be in charge of the preparation of all components of a
complete Contract Plans Set. These components include: Roadway, Maintenance of Traffic, Cost Estimates and
preparation of Technical Specifications. Mr. Vi is certified by the state of Florida to design Maintenance of Traffic
(MOT) Plans.
Erik Sibila, E.!., M.S.C.E., C.G.C. (APCTE) - Drainage Design.
Mr. Sibila has over 5 years of experience in major civil engineering projects as Project Engineer, and has already
completed his M.S. Civil Engineering Degree. He has worked on design and production of drainage projects, including
storm water modeling, master planning, and permitting. He is experienced in field work, design and drafting of cross
sections, revision of shop drawings, and responding to Requests for Information (RFI's). He is also certified by the state
of Florida to design Maintenance ofTraffic (MOT) Plans.
Oracio Riccobono, P.E. (Geosol) - Geotechnical Engineer
Mr. Riccobono has extensive experience in the area of soil exploration and has worked on several projects on this
capacity for APCTE.
Eddie Suarez, P.L.S. (Hadonne) - Surveyor and Mapper, Subsurface Utility Engineer
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-builts, and Geodetic Surveys. Mr. Suarez
has extensive experience in providing surveying services to the Florida Department of Transportation Districts IV & VI.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
3.2 Availability
Our firm has just completed some of its major assignments for the Florida Department of Transportation - District VI
and the City of Miami Beach, as well as the Design-Build Miami Lakeway North Drainage Improvements Project,
meaning that our current backlog is such that we will easily be able to meet the man-hours required for this project.
After a thorough review of the Scope of Services for this contract, we are fully convinced that we will be able to
provide prompt services and a quick turnaround for every project. We will skip straight through the "learning
curve" and complete all tasks in strict adherence to the City's schedule.
The chart on this page shows our availability for the next 2 years for the personnel assigned to the 174th Street
Drainage Improvement Projects. The staff time available was obtained by deducting previous project commitments
from staff total time. The availability on this chart shows that we have 22,000 man-hours available for this project:
More than what will be needed to complete this assignment.
Our Team's organizational chart also depicts the key staff
personnel table where we show percentage of availability for
each staff member for the next two years, and is found at the
end of this section. The personnel listed in the organizational 14000
chart include key representatives of all the companies that 12000
have joined us for this solicitation, as well as an additional 10000
pool of available staff to be employed as needed. APCTE will
take the role of lead consultant and consequently will be
ultimately responsible for the execution of this contract.
Among the Team members assigned to this project, 13 are
registered professional engineers with extensive experience
working on multiple Roadway and Drainage Improvement
projects. The other Team members of the APCTE Team are:
Hadonne - Responsible for Surveying, Mapping and
Subsurface Utility Engineering and Geosol, Inc. in charge of all
Geotechnical Activities.
STAFF TOTAL
HOURS
55,000 MH / 2
yrs
8000
6000
4000
2000
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Jan. 2012 to
June 2012
July 2012 to
Dec. 2012
Jan. 2013 to
June 2013
3.3 Quality Control
Quality Control and Assurance begins with APCTE's commitment to the City of Sunny Isles Beach to
provide qualified professionals that are experienced in all required disciplines. This can be achieved
through an experienced Project Manager that is supported by an independent Quality
Assurance/Quality Control Engineer, and by the assignment of senior staff capable of effectively
planning, communicating, supervising and providing technical direction.
For this project, the Quality Control Engineer will be Mr. Carlos Gil-Mera, P.E., c.G.c. (APCTE), who
is a Professional Engineer with over 24 years of experience working in the production of roadway
plans. With each project submittal, the project manager will make sure that all production related
checks have been completed and that the document is ready for an independent Quality Control
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
July 2013 to
Dec. 2013
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Quality Control
RECORD DOCUMENT
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A Quality Driven
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
Review by the Quality Control Engineer. Each document will receive a stamp that tracks when the document was
submitted for quality control, when it was reviewed by the Quality Control Engineer, and when the comments were
incorporated into the document and back checked. The Project Manager's responsibility is to make sure that the
quality control process for each discipline has been completed. The APCTE Project Manager, Mr. Arnelio Alfonso, P.E.
will also monitor each sub-consultant to assure that they comply with their internal Quality Control Plan. When all the
QA/QC procedures are completed the Quality Control Engineer performs an audit to ensure that this process has
taken place and signs the compliance certification form stating that all procedures have been followed and the
document is ready for submittal. The marked up set of prints from this process will be sent to the City with each
review.
Two weeks prior to submittal of all project documents, an independent peer review will be conducted to make sure
that all items have been accomplished. Following this evaluation, the Quality Assurance/Quality Control Engineer will
also perform an independent review of the project documents and shall take into consideration the technical content,
the format and presentation. In addition, he will review each document to guarantee that all project goals and
objectives are met.
In the plans review process different colors will be used to identify the various stages of the checking process.
IYellow lis used by the checker to indicate agreement, and all lines, dimensions, and written text are to be
yellowed in if correct
_ is used by the checker to indicate corrections and additions
_ is used by the back checker to indicate approval of checker's changes, plus additional
changes as agreed to by checker
.. is used to indicate that changes to the document original have been made
_ is also used to verify that the change to the document original is correct
mm is used for non-record comments or instructions
Constructabilitv / Bidabilitv Review:
A Constructability / Bidability Review Team headed by Mr. Nelson Perez, P.E. (APCTE), will support the QA/QC Team.
Mr. Perez is very knowledgeable in roadway construction. Four weeks before each submittal our Constructability
Review Team will review the plans to identify and build into the plans construction efficiencies that can benefit the
construction schedule and also identify errors, omissions and foreseeable problems that can have an adverse impact
on the construction cost or duration. An in depth bidability review will be done prior to the final submittal.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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A&P CONSULTING TRANSPORTATION ENGINEERS
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STAFFING CHART
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OF SO""
APCTE PRINCIPAL-IN CHARGE
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CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING SERVICES
TO DESIGN STREET AND
DRAINAGE IMPROVEMENTS
RFQ NO.: 11-11-02
Antonio G. Acosta, P.E., c.G.c.
APCTE PROJECT MANAGER
Arnelio Alfonso P.E.
HADONNE, Corp.
QA/QC (APCTE)
A&P Consulting Transportation Engineers, Corp.
Geosol, Inc.
Carlos M. Gil-Mera, P.E., c.G.c.
DRAIGNAJGE ANALYSIS/PLANS/
PERMITTING (APCTE)
ROADWAY DESGIN .
(APCTE) !
SIGNING AND PAVEMENT
MARKINGS (APCTE)
Lazaro Ferero, P.E.
Erik Sibila, E.!.
Angela Baron, E.!.
Magali Alonso
Alexander Vi, P.E.,
Jorge Pena, P.E.
Lissette Guon, E.!.
Juan Muniz
Eithel Sierra, P.E.
Jennifer Borges, E.!.
Vulet Miguel, E.!.
Mildred Paderni
o~~:':'."';
Eddy Suarez, P.M.S.
Raul Izquierdo, P.M.s.
Oracio Ricobono, P.E.
Reinaldo Villa, E.!.
Adnan Ismail E.!.
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APCTE Tenure: 9 yrs
Industry Experience: 25 yrs
Office Location: Doral, Florida
Registration:
1998, Florida Professional Engineer
No. 52566
Education:
Bachelor of Science in Civil Engi-
neering, 1985. Polytechnic University
of Havana, Cuba
Hydrology Course
1988 University of Madrid, Spain
Experience:
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Senior Project Manager
November 2001 - Present APCTE
Corp.: In charge of the Water Re-
sources Department.
Project Manager:
August 1996 - October 2001 HNTB
Corporation
Project Engineer:
April 1995 - July 1996 Biscayne
Engineering
Professor:
July 1985 - March 1995
Polytechnic University of Havana
As a professor teaching subjects re-
lated to Hydraulic Engineering such
as: Hydrology, Hydrogeology,
Drainage, Irrigation, Hydraulic
Systems and Fluid Mechanic.
KEY PERSONNEL RESUME ~_
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ARNELlO ALFONSO, P.E. PAGE 1/2
Project Manager
Mr. Alfonso has over 25 years of experience on design of storm water management
systems. Mr. Alfonso is currently in charge of the company's Water Resources
Department. Mr. Alfonso has experience in developing storm water management system
for several municipalities, including the City of Miami Beach, City of Miami and the
Village of Biscayne Park. He has been also involved in obtaining environmental permits
associated with the proposed storm water management systems. Among his most
relevant projects are: Miami Intermodal Center (MIC) Drainage Master Plan, Nautilus
and Lummus Neighborhoods Drainage Master Plans, Nautilus Neighborhood Drainage
Improvements; SR-836 / N. W 14th Street Pump Station, Bridge Hydraulic Analysis of
the NW 12 Ave. bridge over the Miami River. He is currently a member of the Florida
Engineering Society (FES), and the Cuban-American Association of Civil Engineers (C-
AACE).
Key Projects:
Miami Intermodal Center (MIC) Stormwater Management Master Plan,
Miami-Dade County, FL.
Client: FDOT District VI (Gary Donn, P.E. 3054705145)
As Project Manager of the development a Stormwater Management Master Plan. The
MIC is a multimodal transportation facility, which link Metrorail, Amtrak, Tri-Rail, High
Speed Train and Metrobus. The total area of the project is 742 Acres, which includes
the SR 836/SR 112 Interconnector, Mic Core, Rental Car Facilities, MIC/MIA Connec-
tor and Baggage Tunnel.
Nautilus Neighborhood Drainage Master Plan, City of Miami Beach, Florida
Client: City of Miami Beach (Jose A. Perez, P.E. 3056737080)
The Nautilus Neighborhood includes all of the area from Arthur Godfrey Road on the
South, Biscayne Waterway on the East, Biscayne Bay on the West, and Surprise wa-
terway on the north. The total area of the project is 112 Acres. The proposed improve-
ments included 6 stormwater pump stations with 37 injection wells, new catch basins
and manholes new collection system with increase of the pipe diameters and 9 gravity
wells,. The improvements to the stormwater system are limited to the three priority
drainage basins (92, 97 & 99) identified in the City of Miami Beach Stormwater Man-
agement Master Plan.
Lummus Neighborhood Drainage Improvements, City of Miami Beach, Florida
Client: City of Miami Beach (Jose A. Perez, P.E. 3056737080)
The Lummus Neighbourhood includes all of the area from Washington Avenue on the
West, Ocean Drive on the East, 6th Street on the South, and 16th Street on the North.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNEL RESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ARNELlO ALFONSO, P.E. PAGE 2/2
Project Manager
The total area of the project is 25 Acres, The proposed improve-
ments include new catch basins, new collection system and 16
gravity wells. As Project Manager, was responsible for preparing
the Water and Sewer Improvement Program. This project included
coordination with MD-WASD and all utility companies present in
the area in order to design a master water and sewer system which
included the design of a new regional lift station (PS 101), a grav-
ity sewer system, 12" force main and 24" water main that will pro-
vide services to the future Rental Car Facility and a 30" steel casing
installed by microtunneling under the CSX RR.
SR-826/SR 836 Interchange, Section 5 , Miami-Dade County,
FL.
Client: FDOT District VI (AIi Toghiani, P.E. 3054705343)
As Project Manager, responsible for the design of the proposed
drainage system for the entire interchange. This project includes
more than 600 drainage structures that will serve one of the biggest
and most important interchanges in Miami-Dade County. Mr Al-
fonso also assisted in providing consultation services to the FDOT
during the planning and design of the proposed drainage systems.
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Washington Avenue Improvements Phases II, IV & V - Miami-
Dade County, Florida
Client: City of Miami Beach (Charles Carreno, P.E. 305673-
7000)
Project Manager responsible for this project consisting of prepara-
tion of construction documents (plans and specifications) for the
following improvements: milling & resurfacing, new gravity drainage
wells, sanitary sewer capacity improvements which consist of
pipe/manhole up-sizing. The proposed improvements include new
catch basins, new collection system and 28 gravity wells that will
work in addition to the existing system with several interconnects
that will maximize treatment and flood attenuation. Also responsi-
ble for the office administration construction progress activities re-
lated to the construction of this right-of-way improvement project.
Prairie Avenue - Dade Boulevard to W 23rd Street Drainage,
City of Miami Beach, FL
Client: City of Miami Beach (Jose A. Perez, P.E, 3056737080)
Project Manager responsible for project consisting drainage analy-
sis of a segment of Prairie Avenue, from Dade Blvd to W 23rd St,
adjacent of Miami Beach Senior High School. The project area is
located within Basin 76 of the City of Miami Beach. The proposed
improvements included a pump station system with injection wells
and a new collection system. The total drainage area encompasses
9.05 Ac.
Miami Lakeway North Resurfacing and Drainage Improve-
ments Project, Miami Lakes, FL
Client: Town of Miami Lakes (Heather Spencer, P.E. - Kimley-
Horn and Associates, 954 535-5100)
Designer of record for this Design-Build Project. The Miami Lake-
way North and NW 153rd Street project consists of approximately
1.00 mile of corridor improvements including milling and resurfac-
ing, construction of new curb and gutter and sidewalk, and the in-
stallation of a new drainage system, including a new outfall pipe
discharging into the Biscayne Canal (C-8).
Miami International Airport, Miami-Dade County, FL.
Client: M-D WASD (Nancy Pantoja, P.E. 3058767489)
As Project Engineer, was responsible for: preparing Dewatering
Master Plan Permit Extensions; providing technical assistance in
sanitary and storm sewers projects, studies and reports; serving
as civil engineering plan reviewer of new projects at MIA; and con-
ducting annual pavement inspections.
Water and Sewer Improvements for Perrine Cutler Ridge,
Miami-Dade County, FL
Client: M-D WASD (Reynaldo Abreu 786 552 8161)
As Project Manager, Mr. Alfonso was responsible for design of
14,000 LF of 12-in WM, 2,700 LF of 16-in WM. Project consists of
three Basins one where Pump Station 751 is being replaced, the
second where a new pump station will be created, and third, Pump
Station 531 will be upgraded. As well as 31 ,550 LF of various sized
force mains are to be designed.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 11 yrs
Industry Experience: 26 yrs
Office Location: Doral, Florida
Registration:
1988, Florida Professional
Engineer No. 40845
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1990, Florida Certified General
Contractor NO.4 7 411
Education:
Bachelor of Science - Civil
Engineering December 1985,
Florida International University, Miami,
FI.33199
Experience: President,
Quality Control Manager
January 2000 - Present
A&P Consulting
Transportation Engineers
Roadway Design Project
Manager
May 1999 - Dec 1999
I.C.F. Kaiser - Miami
Roadway Design Project Manager
January 1995 - April 1999
FOOT - District VI, Miami
Project Engineer
February 1988- January 1995
FOOT - District VI, Miami
PROFESSIONAL ENGINEER
TRAINEE
February 1986 - January 1988
FOOT - District VI, Miami
KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ANTONIO G. ACOSTA, P.E. PAGE 1/2
Principal-in-Charge
Mr. Acosta brings over 26 years of experience in the Design of Highway Facilities. He
spent the first thirteen years of his career working for the Florida Department of Trans-
portation (FOOT) District VI internal design office on the production of roadway plans
from minor design to major reconstruction projects. During the last two years of his ca-
reer at FOOT, he worked as District VI Roadway Design Project Manager where he
was head of an Internal Design Team working on a large number of milling and resur-
facing and reconstruction projects. He's working today as the Roadway & Infrastructure
Task Manager for the Miami Intermodal Center (MIC). He is a 1985 graduate of Florida
International University with a Bachelor's Degree in Civil Engineering. He is currently a
member of the Cuban-American Association of Civil Engineers (C-AACE).
KEY PROJECTS:
MIAMIINTERMODAL CENTER MIAMI, FLORIDA
Client: FDOT District VI (Gary Donn, P.E. (305) 470-5145). Roadways and Infrastruc-
ture Task Manager for the MIC Management Group. In charge of the development of
Drainage and Utility Master Plan for the 1.3 billion dollar projects. Also in charge of co-
ordinating all the development of all the Roadway Plans, including Geotechnical, Sur-
vey, and Right of Way. Responsible for coordination with all different agencies having
projects in the area like MDX, Miami Dade County Public Works, City of Miami, Miami
International Airport etc.
MIC TERMINAL ACCESS ROADWAYS (MTAR) MIAMI, FLORIDA
Client: FOOT District VI (Gary Donn, P.E. (305) 470-5145). Engineer of Record for the
development of the Roadway Construction Plan for this new road to provide access to
the proposed Rental Car Facility. The project is located just east of the Miami Interna-
tional Airport and includes a new system of ramps to connect the Rental Car Facility with
LeJeune Northbound and Southbound and the Central Blvd. / Miami International Air-
port Interchange. MTAR, in conjunction with the LeJeune Road corridor project will fa-
cilitate a seamless connection between the MIA, RCF and future MIC Core with SR-836
and proposed MDX Interconnector. Design started on November 2001 and ended De-
cember 2004.
SR 821/ SW 8TH STREET INTERCHANGE MODIFICATIONS AT THEFLORIDA
TURNPIKE
Client: Florida Turnpike (Cheryl Doherty, Project Manager (407) 532-3999). Engineer
of Record for this project. Prepared Construction Documents (Plans and Specifications)
for a new southbound HEFT exit ramp that extends approximately 1 mile to westbound
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNEL RESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ANTONIO G. ACOSTA, P.E. PAGE 2/2
Principal-in-Charge
SW 81h Street in order to alleviate the mainline weave condition that
results from the heavy movement between the southbound HEFT
entry from westbound SR-836 traffic crossing the southbound
HEFT existing to SW 81h street. The new ramp will be built from the
southbound collector-distributor roadway that is now under con-
struction on the HEFT between NW 121h Street and SR-836, and
then loops around the new MDX westbound SR-836 ramp and then
connects to the existing toll plaza just south of Flagler Street, which
is also under construction (widened to two lanes). The proposed
consists of a single 15 feet lane ramp facility with 6 feet shoulders,
2 feet paved on the left and 4 feet paved on the right. Design
started April 2004 and ended in January 2007.
SR-112 TOLL PLAZA CONVERSION, MIAMI.DADE COUNTY,
FLORIDA
Client: Miami-Dade Expressway Authority (Gil Portela, Project Man-
ager (305) 637-3277). Project consisted of three primary elements:
roadway, toll plaza, and employee parking area. The roadway por-
tion consisted of expanding the merging and diverging areas, cor-
recting roadway cross slope, drainage, signing & pavement
markings, maintenance of traffic and roadway lighting, The toll
plaza portion consisted of the conversion of two dedicated Sun-
Pass lanes to express Sun Pass lanes, the removal of an automatic
coin machine lane, and the conversion of a automatic coin machine
lane to a manual booth lane. The removal of the automatic coin
machine lane provided the needed space for the proposed express
SunPass shoulders. The existing high canopy was replaced with a
gantry over the proposed express SunPass lanes. The existing em-
ployee parking was reconfigured as part of the project. Design
started in April 2005 and ended in May 2006.
SR-997/ KROME AVENUE FROM US-1 TO AVOCADO DRIVE /
SW 296TH STREET, MIAMI-DADE COUNTY, FLORIDA
Client: FOOT District VI (Adriana Manzanares, Project Manager
(305) 470-5207). This project is part of the improvements identi-
fied in the Department's Krome Avenue Action Plans approved by
the Miami-Dade Metropolitan Planning Organization in March,
1999. This portion of Krome Avenue is a north-south two-lane road-
way that extends approximately 3.78 miles from US-1 to Avocado
Drive, running through the center of Florida City and the City of
Homestead in southern Miami-Dade County. The corridor land use
is primarily industrial in the Florida City section (S.w. 352nd St to
S.w. 3281h StreeULucy Street) and commercial in the City of Home-
stead section (S.w. 3281h StreeULucy Street to S.w. 2961h StreeUAv-
ocado Drive). Mr. Acosta prepared Construction Documents (plans
and specifications) for the 3.78 mile segment of this urban corri-
dor, including signing & pavement markings, upgrading seven sig-
nalized intersections from span-wire to mast-arm, a new signalized
intersection, 0.5 mi of lighting, implementation of four traffic safety
studies, implementation of Access Management and compliance
with ADA requirements, Landscaping & Irrigation within the City of
Homestead Florida. Design started in November 2005 and is on-
going.
NW 14TH STREET RECONSTRUCTION, MIAMI-DADE
COUNTY, FLORIDA
Client: FOOT District VI (Elsa Riverol, P.E. (305) 470-5301). Engi-
neer of Record for the total reconstruction of NW 141h Street ap-
proximately 0.6 miles from NW 42nd Court to NW 341h Avenue. This
project included the preparation of Roadway Plans, Drainage im-
provements, including a Pump Station, Signalization, Lighting and
Signing and Pavement Markings and Intelligent Transportation Sys-
tem (I.T.S) Plans. Design started in February 2002 and ended in
October 2002.
US-41/ SW 8TH STREET (57TH AVENUE TO 42ND
AVENUE), MIAMI, FLORIDA
Client: FOOT District VI (Felix Blanco, P.E. (305) 592-7283). As
the Project Manager for the total reconstruction of this section that
extends approximately 1.5 miles of SW 81h Street "Calle 8", Mr.
Acosta was in charge of the design of a new drainage system, new
lighting, and new signalization, The project also included the coor-
dination and design of a new 16" water main along the corridor. He
was also in charge of the post design services during services. De-
sign started in January 1996 and ended in April 1998.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 10 yrs
Industry Experience: 25 yrs
Office Location: Doral, Florida
Registration:
1991, Florida Professional Engineer
No. 43953
1992, Florida Certified General Con-
tractor No. 56647
1997, State Certified Underground
Utility and Excavation Contractor No.
56977
Education:
Bachelor of Science in Civil Engineer-
ing, April 1986, Florida International
University, Miami FI.
Experience:
Principal/Project Manager
December 2000 - Present
A&P Consulting Transportation
Engineers
Roadway Design Project
Manager
Jan. 1999 - Nov. 2000
FDOT - District VI, Miami
Roadway Engineer
Oct. 1989- Dec. 1998
FDOT - District VI, Miami
Professional Engineering Trainee
Sept. 1987- Oct. 1989
FDOT - District VI, Miami
KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. CARLOS M. GIL-MERA, P.E. PAGE 1/2
I
QA/QC
Mr. GiI-Mera brings over 25 years of experience in the Design of Highway Facilities.
He spent the first foutheen years of his career working for the Florida Department of
Transportation (FOOT) District VI internal design office on the production of roadway
plans including minor design and major reconstruction projects. During the last two
years of his career at FOOT, he worked as District VI Roadway Design Project Manager
where he was head of an Internal Design Team working on a large number of milling and
resurfacing and reconstruction projects. As one of the principals of A&P, Mr. GiI-Mera has
designed and managed numerous Transportation Projects for Governmental and Private
Clients. Mr. Gil-Mera is an active member of the American Society of Civil Engineers.
The Florida Engineering Society and the Cuban-American Association of Civil
Engineers, where he currently holds the President Position. He is a 1986 graduate of
Florida International University with a Bachelor's Degree in Civil Engineering.
KEY PROJECTS
WASHINGTON AVENUE DESIGN-BUILT PROJECT - PHASE II, IV AND V, MIAMI
BEACH, FLORIDA
Client: City of Miami Beach (Charles Carreno, P.E. (305) 796-4280), Engineer of Record
and Project Manager for this 1.3 mile design/build project. Responsibilities included the
design of a new curblgutter and sidewalk, road reconstruction, milling and resurfacing,
street lighting design and signing and markings, water main distribution mains, sanitary
sewer pipe/manhole up sizing, and storm water gravity wells system. Design started in
April 2004 and ended in May 2006.
MIAMIINTERMODAL CENTER (MIC), MIAMI.DADE COUNTY, FL.
Client: FDOT District VI (Gary Donn, P.E. (305) 470-5145). Responsible for the devel-
opment of the Utility Master Plan for the MIC Program as well as the preparation of Util-
ity Relocation Schedules, Reimbursable Agreements with utility companies, Utility Clear
Packages and Utility Design by FDOT Consultant Agreements (JPA's) for all the MIC
Roadway Projects,
NW 14TH STREET RECONSTRUCTION, MIAMI-DADE COUNTY, FLORIDA
Client: FDOT District VI (Elsa Riverol, P.E. (305) 470-5301). Engineer of Record for the
total reconstruction of NW 14th Street approximately 0.6 miles from NW 42nd Court to NW
34th Avenue. This project included the preparation of Roadway Plans, Drainage im-
provements, including a Pump Station, Signalization, Lighting and Signing and Pave-
ment Markings and Intelligent Transportation System (I.T.S) Plans. Design started in
February 2002 and ended in October 2002.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. CARLOS M. GIL -MERA, P.E. PAGE 2/2
QA/QC
LUMMUS NEIGHBORHOOD- 7TH AND 8TH STREETSCAPE 1M.
PROVEMENTS CITY OF MIAMI BEACH, FLORIDA
Client: City of Miami Beach (Reynaldo Abreu, Project Manager)
Project consisted of Milling & Resurfacing, signing and pavement
markings, street lighting and aesthetic enhancement (plating of Co-
conut Palms in sidewalk). All improvements fell under ADA and
MOT compliance. The project also consisted of the removal and
replacement of existing curb & gutter and sidewalk between 11 th
St. and 16th St. was done. The project also included improving the
water main and drainage in the Lummus Neighbourhood for 7th and
8th Street. Storm water pipe upsizing and drainage was incorpo-
rated to the drainage improvements. Design started in February
2007 and ended in August 2008.
NAUTILUS NEIGHBORHOOD IMPROVEMENTS CITY OF MIAMI
BEACH, FLORIDA
Client: City of Miami Beach (Jorge Chartrand, P.E., Project Man-
ager (305) 673-7071). The Nautilus Neighborhood includes the
area from Surprise Lake, south to the south end of the 41 st Street
right-of-way, and from Biscayne Bay east to the Indian Creek wa-
terway, including the Orchard Park sub-neighborhood. The area is
generally comprised of single-family residential streets with some
pockets of multi-family uses. Institutions in the area include Mount
Sinai Medical Center, Miami Heart Institute, Nautilus Middle School,
and North Beach Elementary School. Arthur Godfrey Road (41 st
Street), a State roadway, is a major commercial corridor to the
southern border of the neighborhood. Alton Road is a state minor
arterial on the west side, and Pine Tree Drive is a County collector
road along the east side of the neighborhood. Project included
Milling and Resurfacing, new drainage, new water main system
betterment, and decorative lighting. This is a design-build project
partnered with RICMAN International Construction, Estimated Proj-
ect Construction Cost is $37.7 million.
CITY OF MIAMI DOWNTOWN STREETSCAPE IMPROVE.
MENTS . CITY OF MIAMI, FLORIDA
Client: City of Miami (David Mendez, P.E., Project Manager (305)
416-1240). Principal-in-Charge / Quality Control/Quality Assur-
ance for the preparation of Contract Plans for the Downtown
Streetscape Improvements. Project limits are: NW / NE 1st, 2nd, and
3rd Street from SW 1st Ave. to SR 5/ Biscayne Blvd.; SW / SE 1st and
2nd Street from SW 1st Ave. to SR 5/ Biscayne Blvd; and SW 1st
Ave, Miami Ave, NE 1st, 2nd, and 3rd Avenue from SW / SE 2nd Street
to NW / NE 3rd Street. Project included Milling and Resurfacing,
new colored sidewalk, decorative lighting system, street furniture,
stamped asphalt pedestrian crosswalks, and signing and pavement
markings. Utility Coordination was a major milestone in this project.
Estimated Project Construction Cost is $7.5 million.
N.w. 37TH AVENUE. MIAMI.DADE COUNTY, FLORIDA
Client: M-D PWD (Raul Quintela, P.E., Project Manager (305) 375-
3971), Principal-in-Charge / Quality Control/Quality Assurance for
the preparation of Contract Plans of the total reconstruction of a
2.72 mile segment of NW 37th Avenue from NW N. River Drive to
NW 79th Street. Project includes new drainage, signalization, light-
ing, signing and pavement marking design and compliance with
ADA requirements. Special emphasis was given to the Traffic Con-
trol Plans to provide pedestrian access to local businesses and
major relocation coordination with Florida Power and Light and
Florida City Gas. Estimated Project Construction Cost is $22.0 mil-
lion.
CITY OF MIAMI STREETCAR MASTER PLAN
Client: City of Miami (Leo Villalobos, Project Manager (305) 416-
1073. Preparation of a "Utility Master Plan" for the City of Miami
Streetcar Corridor. The proposed 9.00 mile streetcar service would
provide and improve transit connections between downtown Miami
and the redeveloping areas of Wynwood / Edgewater, midtown
Miami, the Design District and the Buena Vista East Historical Dis-
trict. Although the proposed streetcar system is expected to use a
shallow trackbed construction method that would minimize utility
impacts, it is assumed that any utility running longitudinally under-
neath the trackbed would require relocation, Design started in May
2006 and ended in February 2008.
CIVIL ENGINEERING SERVICES TO DESIGN STREIT AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 7 yrs
Industry Experience: 26 yrs
OFFICE LOCATION: Doral
REGISTRATION:
2001, Florida Professional Engineer
No, 58025
EDUCATION:
Bachelor of Science - Civil Engineer-
ing, 1985. Polytechnic University of
Havana, Cuba
EXPERIENCE:
Senior Project Engineer
March 2004 - Present APCTE
Senior Project Engineer, in charge of
water and sewer system design.
Project Engineer
Nov, 2000 - March 2004
HNTB Corporation
Project Engineer for the Miami office
Project Engineer
Jul 2000 - Nov. 2000
EAC Consulting Engineer
Drainage Engineer for the Miami of-
fice, was in charge of Drainage design,
Senior Project Engineer
July 1993 - March 1995
Irrigation and Drainage Institute Ha-
vana, Cuba. Engineer in charge of
project management of mayor projects
performed for the Ministry of Agricul-
ture and the DOT in Havana, Cuba.
Project Engineer
Jul. 1987 - Jul. 1993
Hydraulics Research Institute, Pinar
del Rio, Cuba
KEY PERSONNEL RESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. LAZARO FERRERO, P.E. PAGE 1 /2
Drainage Analysis/Plans/Permitting
As senior project engineer, in charge of storm water management systems design. Mr.
Ferrero has 26 years of engineering experience in civil engineering, including major
drainage systems, stormwater pumping stations, pipe networks, water main, force
main, hydraulic and structural design, and computer programming for engineering, Mr.
Ferrero has been responsible for the design of several Stormwater management
Projects in Miami-Dade and Broward Counties. Among his most relevant projects are:
MIC Storm water Management Master Plan; Rental Car Facility Drainage System
Design; Washington Avenue Improvements and Naitilus Neighbourhood Drainage
Master Plan. Mr. Ferrero is currently a member of the Florida Engineering Society (FES).
KEY PROJECTS
MIAMIINTERMODAL CENTER (MIC), FOOT DISTRICT 6, MIAMI-DADE COUNTY,
FL.
Client: FDOT District VI (Gary Donn, P.E. (305) 470-5145), Development of a Stormwa-
ter Management Master Plan. This is multi modal transportation facility, which links
Metrorail, Amtrak, Tri-Rail, High Speed Train and Metrobus. The total area of the proj-
ect is 742 Acres, which includes the SR 836/SR 112 Interconnector, Mic Core, Rental
Car Facilities, MIC/MIA Connector and Baggage Tunnel.
NAUTILUS NEIGHBOURHOOD IMPROVEMENTS, CITY OF MIAMI BEACH,
FLORIDA
Client: City of Miami Beach (Jose A. Perez, P.E. (305) 673-7080). The Nautilus Neigh-
borhood includes all of the area from Arthur Godfrey Road on the South, Biscayne Wa-
terway on the East, Biscayne Bay on the West, and Surprise Waterway on the north.
The total area of the project is 112 Acres. The proposed improvements include new
catch basins and manholes new collection system with increase of the pipe diameters,
9 gravity wells, and 6 pump stations with 37 injection wells. The improvements to the
stormwater system are limited to the three priority drainage basins (92, 97 & 99) iden-
tified in the City of Miami Beach Stormwater Management.
LUMMUS NEIGHBORHOOD IMPROVEMENTS, CITY OF MIAMI BEACH, FLORIDA
Client: City of Miami Beach (Jose A. Perez, P.E. (305) 673-7080). The Lummus Neigh-
bourhood includes all of the area from Washington Avenue on the West, Ocean Drive
on the East, 6th Street on the South, and 16th Street on the North. The total area of the
project is 25 Acres. The proposed improvements include new catch basins, new col-
lection systems and 16 gravity wells. Design started in February 2007 and ended in
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. LAZARO FERRERO, P.E. PAGE 2/2
Drainage Analysis/Plans/Permitting
August 2008.
RENTAL CAR CENTER (RCC), DADE COUNTY, FL.
Client: FDOT District VI (Gary Donn, Project Manager (305) 470-
5145). Design Engineer on civil plans, which included paving, grad-
ing and drainage, domestic and fire water mains and the sanitary
system design, following the M-D WASD and FDOT drainage man-
ual requirements. The total area of the project is 30 Acres. Design
started in January 2002 and ended in December 2004,
WATER AND SEWER IMPROVEMENTS FOR PERRINE CUT-
LER RIDGE, MIAMI-DADE COUNTY, FL
Client: M-D WASD (Reynaldo Abreu (786) 552-8161). As Project
Engineer, Mr. Ferrero was responsible for the design of 14,000 LF
of 12-in WM, 2,700 LF of 16-in WM. Project consists of three
Basins: one where Pump Station 751 is being replaced, the second
where a new pump station will be created, and third where Pump
Station 531 will be upgraded. As well as 31,550 LF of various sized
force mains are to be designed. Design started in July 2007 and is
on-going.
SR-826/SR 836 INTERCHANGE, MIAMI-DADE COUNTY, FL.
Client: FOOT District VI (AIi Toghiani, P.E. (305) 470-5343). As Proj-
ect Engineer, Mr. Ferrero is responsible for Quality Assurance and
Quality Control of the proposed stormwater management system.
This project includes more than 600 drainage structures that will
serve one of the biggest and most important interchanges in Miami-
Dade County. Design started in January 2007 and is on-going.
WASHINGTON AVENUE IMPROVEMENTS PHASES II, IV & V .
MIAMI-DADE COUNTY, FLORIDA
Client: City of Miami Beach (Charles Carreno, P.E., Project Man-
ager (305) 532-9292). Prepare construction documents (plans and
specifications) for the following improvements: milling & resurfac-
ing, new gravity drainage wells, sanitary sewer capacity improve-
ments which consist of pipe/manhole up-sizing, The proposed
improvements include new catch basins, new collection systems
and 28 gravity wells that will work in addition to the existing system
with several interconnects that will maximize treatment and flood at-
tenuation. Also responsible for the office administration construction
progress activities related to the construction of this right-of-way
improvement project.
SR-997/ KROME AVENUE FROM US.1 TO AVOCADO DRIVE /
SW 296TH STREET, MIAMI.DADE COUNTY, FLORIDA
Client: FOOT District VI (David Mendez, Project Manager (305)
470-5207). Within the project limits, SR 997 / Krome Avenue is a
two lane roadway from SR 5/US-1 to SW 328th St /Lucy Street. The
length of the project is approximately 1.9 miles. Krome Avenue is
the "main street" for Florida City and City of Homestead. It con-
nects the rural Redland area and rural western Miami-Dade County
with commercial resources both to the south and to the east. The
proposed project includes the reconstruction of the existing two
lane roadway into five lane sections with a continuous two way left
turn lane, curb and gutter, sidewalks and bike lane. The proposed
improvements also involve the installation of a new drainage sys-
tem, sidewalks, bicycle lane, and aesthetic and landscape treat-
ments. Design started March 2004 and ended in December 2005.
SR-5 (US-1) /BISCAYNE BOULEVARD, FROM NE 15TH STREET
TO NE 35TH TERRACE, MIAMI.DADE COUNTY, FLORIDA
Client: FDOT District VI/ Keith & Schnars, PA (Carlos Alcantara,
P.E. (305) 477-7667). The proposed improvements in this section
consist of installing new curb inlets that will be connected to a new
storm sewer system. The proposed drainage system is divided in
15 systems with a total area of 29 Acres. A stormwater pump sta-
tion is proposed for System 1 with 5 injections wells because ex-
isting grade elevations do not allow the use of gravity wells. From
System 2 to 15, a total of 29 gravity wells will work in addition to the
existing system with several interconnects that will maximize treat-
ment and flooding attenuation.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 4yrs
Industry Experience: 4yrs
Location: Doral
Registration:
2008, FL Engineer Intern No.
1100012760.
2004, FL General Contractor
CGC1508340.
Education:
Master of Science
Civil/ Water Resources Engineering,
Student, FL International University
Miami, FL
Bachelor of Science in Civil Engi-
neering, 2008, Summa Cum Laude
University of Miami, Coral Gables,
Florida.
Bachelor of Science -Architectural
Engineering, 2008, Summa Cum
Laude
University of Miami, Coral Gables,
Florida.
Experience:
Project Engineer
2008 to Present, APCTE
Miami, Florida
Project Managing Intern
2006 to 2007
Miami Children's Hospital
Construction Services Dept.
Miami, Florida
General Contractor
2004 to Present
Sibila Development & Construction,
Inc.Miami, Florida
KEY PERSONNEL RESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ERIK SIBILA, E.I., C.G.C. PAGE 1/2
Drainage Analysis/Plans/Permitting
Mr. Sibila has over 5 years of experience in major civil engineering projects as Project
Engineer and General Contractor. He received his Bachelor of Science Degree in 2008
with Summa Cum Laude and class Valedictorian honors, and is working on a Master of
Science in Civil Engineering Degree. He has worked on the production sets of con-
struction plans for drainage, water mains, gravity sewer and force mains, and assisted
in the estimating and permitting processes. Within the past 4 years, Mr. Sibila has worked
on projects for Miami-Dade Water and Sewer Department, Florida Department of Trans-
portation, City of Miami, City of Miami Beach, City of Hialeah, City of Miami Springs, City
of Homestead, Miami Shores Village, as well as private owners. Design and production
of Drainage Projects using the FOOT's Standards. Experienced in field work, design and
drafting of cross sections, revision of shop drawings, design of utility relocation. Skilled
in AutoCAD, Microstation, Geopak, MS Office, MS Project, Primavera, HEC-RAS, Cas-
cade, STAAD Pro, Enercalc, Sketch up, GIS, Matlab. Mr. Sibila is currently a member of
the American Society of Civil Engineers (ASCE), American Water Works Association
(AWWA), Society of Hispanic Professional Engineers (SHPE), and Chi Epsilon and Tau
Chi Alpha Engineering Honors Societies.
Key Projects:
Nautilus Neighborhood Drainage Master Plan
City of Miami Beach, FL
Client: City of Miami Beach
The Nautilus Neighborhood includes all of the area from Surprise Lake, south to the
south end of the 41 st Street right-of-way, and from Biscayne Bay east to the Indian Creek
waterway, inclusive of the Orchard Park sub-neighborhood. Major institutional uses in-
clude Mont Sinai Medical Center, Miami Heart Institute, Nautilus Middle School, and
North Miami Beach Elementary School. The improvements to the stormwater system in-
clude the three priority drainage basins (92, 97 & 99) identified by City of Miami Beach
Stormwater Management.
Lummus Neighborhood - Streetscape & Drainage Improvements
City of Miami Beach, FL
Client: City of Miami Beach
Project consisted of improving the water main and drainage in the Lummus Neighbor-
hood, for 7th and 8th Street; the removal and replacement of existing curb & gutter and
sidewalk between 11th St. and 16th St.; stormwater pipe upsizing and drainage; milling &
resurfacing; signing and pavement marking; street lighting and aesthetic enhancement
(plating of Coconut Palms in sidewalk). All improvements were ADA and MOT compliant.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ERIK SIBILA, E.!., C.G.C. PAGE 2/2
Drainage Analysis/Plans/Permitting
Prairie Avenue - Dade Boulevard to ~ 23rd Street Drainage
City of Miami Beach, FL
Client: City of Miami Beach
Project consisted of performing a drainage analysis of a segment of
Prairie Avenue, from Dade Blvd to W 23rd St, adjacent of Miami
Beach Senior High School. The project area is located within Basin
76 of the City of Miami Beach. The proposed improvements included
a pump station system with injection wells and a new collection sys-
tem. The total drainage area encompasses 9.05 Ac.
MIC Rental Car Center (RCC), Dade County, FL.
Client: FDOT District VI
Design Engineer on civil plans, which included paving, grading and
drainage, domestic and fire water mains and the sanitary system
design, following the M-D WASD and FOOT drainage manual re-
quirements.
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42" Water Reuse Transmission Pipeline
Miami-Dade County, FL.
Client: M-D WASD
M-D County has evaluated ways to comply with water reuse re-
quirements and has identified reliable cost-effective alternative
sources of water to meet future demands. As part of the reclaimed
water requirement of the 20 Year Water Use Permit granted to M-D
WASD from SFWMD, APCTE has been assigned the task of de-
signing a 42" reclaimed water main, with design flow 23 MGD, to
discharge in the Miami Metrozoo area. This reclaimed water will
then infiltrate into the ground and help recharge the groundwater
aquifer. A Basis of Design Report has been prepared to provide an
analysis of the best pipe material and route for this reclaimed water
main. A set of twenty-six (26) possible combinations of alternatives
for the route of the pipe alignment was developed and cost esti-
mated, to later make the appropriate selection.
72" Reclaimed Water Main for Proposed FPL Turkey Point Nu-
clear Reactors #6 & #7
Miami-Dade County, FL
Client: FPL
Project consists of feasibility study for a 72" reclaimed water pipe to
travel from the South District Wastewater Treatment Plant to FPL
Turkey Point Facilities. Alternatives to consider were the use of the
Central District Wastewater Treatment Plant as a redundant source
of reclaimed water, the proposed West District Wastewater Treat-
ment Plant, as well as 3-54" pipes instead of 1-72" pipe.
SR 924 (Gratigny Parkway) Toll Plaza Removal
Miami-Dade County, FL
Client: Miami-Dade Expressway Authority
This Toll Plaza Removal project extended for over 3,500 feet along
SR 924, ending at NW 42nd Ave.lLe Jeune Rd, and included re-
moval of the existing SR 924 Toll Plaza, drainage improvements
and drainage report, roadway improvements, traffic control, and new
signing and pavement markings.
NW 138th Street / ~ 84th Street Water and Sewer Improvements
Hialeah, FL
Client: City of Hialeah, FOOT
Project consisted of designing a 16" ductile iron water main, 8" san-
itary sewer, 6" force main, and sanitary lift station along NW 138th
Street / W. 84th Street, between NW 67th Avenue and NW 57th Av-
enue for the City of Hialeah. Performed field visits, worked as part
of plans preparation team, helped prepare technical specifications,
and submitted permit applications, including Class III Permit.
NW 57th Avenue / ~ 4th Avenue Water Main Relocation
Hialeah, FL
Client: City of Hialeah, FDOT
Project consisted of designing an 8" ductile iron water main reloca-
tion along NW 57th Ave / W. 4th Ave, between W 19th Street and W
25th Street for the City of Hialeah. Performed utility contacts and
worked as part of plans preparation team, and helped prepare tech-
nical specifications.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 4 yrs
Industry Experience: 4 yrs
Office Location: Doral
Registration:
2009, FL Engineer Intern #
1100013180
Education:
Bachelor of Science in Civil Engi-
neering, Fall 2008,
Florida International University,
Miami, FL 33199.
Experience:
Project Engineer 2p04 - Present
A&P Consulting Transportation Engi-
neers, Doral, FL
Associate Engineer
Chen and Associates, Civil & Envi-
ronmental Engineers, Fort Laud-
erdale, FL
Honors/Associations:
FlU Dean's List
Chi Epsilon
Tau Beta Pi
American Society of Civil Engineers
(ASCE).
Co-Chair & webmaster of the Miami-
Dade ASCE Younger Member Forum
(YMF) Committee
KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ANGELA BARON, E.!. PAGE 1/2
Drainage Analysis/Plans/Permitting
Ms. Baron has over 4 years of experience working as a Transportation Engineer. Ms,
Baron has worked on several roadway projects including RRR and Roadway Recon-
struction projects. Within these projects, Ms. Baron has participated in the design of
Roadway Plans, and Signing and Pavement Marking Plans using CADD system (Mi-
crostation) and Geopak software as well as pertinent standards. Generated CADD and
produced quantities using Geopak for the Computation Book, computed areas, vol-
umes and geometric data required. Obtained roadway permits at City of Miami Beach
and Miami Dade County and Supervised CADD Technicians in the preparation of road-
way, signing and marking, and water main plans.
KEY PROJECTS
APCTE- January 2010 - Present
SR-809 I MILITARY TRAIL, PALM BEACH, FLORIDA
Client: FOOT District 4 (Thuc Le, P.E. (954) 777-4552). The project consists of prepa-
ration of a Contract Plans Set for the milling & resurfacing of a 3.6 miles of the existing
roadway. The basic services provided with the scope of services include the prepara-
tion of the RRR Report, the preparation of design exceptions/variations, utility coordi-
nation, local government coordination, 'public involvement, preparation of roadway plans,
preparation of signing & pavement markings plans, preparation of signalization plans,
preparation of the Specifications Package, preparation of the electronic delivery of the
plans & specifications, and update/maintenance of the cost estimate. Ms. Baron as-
sisted in the preparation of the signing and pavement marking plans for this project.
HORIZONTAL DIRECTIONAL DRILLING OF 20-IN HDPE FORCE MAIN ON NW
21ST STREET
Client: Miami-Dade Water and Sewer Department.This pipeline was designed to by-
pass a broken existing 20-in ductile iron force main, which directly served Miami Inter-
national Airport. The design of the new pipeline was carried out on an emergency basis
to avoid complications and possible MIA down time. Challenges faced by this project in-
clude calculating the proper alignment, radius of curvature, and entrance and exit an-
gles of the new pipeline to provide sufficient vertical and horizontal clearances from a
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ANGELA BARON, E.!. PAGE 2/2
Drainage Analysis/Plans/Permitting
high mast light pole, overhead electric poles, drainage structures
and existing utilities, in addition to facilitating a clear path for di-
rectional drilling below Ramps K, I, and L servicing the Miami In-
termodal Center. The well executed design of the emergency
operation allowed construction to take place within a week's time,
with no major setbacks. Angela was part of the emergency pipeline
design team; she assisted in the preparation of construction docu-
ments.
Proposed 36" Water Main along NW 87 Avenue. From NW 74
ST to NW 103 ST & from NW 103 ST to NW 122 ST, Miami-Dade
County, Florida
Client: Florida Department of Transportation FOOT FPID No.:
405615-3-56-01. The project consists of the installation of approx-
imately 15,800 LF of 36" Water Transmission main that will provide
water main service to the cities of Hialeah Gardens and Medley.
Ms. Baron took part in the pavement restoration design as well as
the preparation of quantities and pay items.
PROPOSED WATER MAIN RELOCATIONS ALONG NW 57TH
AVENUE, FROM NW 49TH STREET TO NW 74TH PLACE.
Client: City of Hialeah, FOOT FPID No.: 249941-1-32-03. The
Florida Department of Transportation (FOOT) is currently perform-
ing roadway expansions along NW 57th Avenue within the City of
Hialeah requiring the relocation of existing water main crossings
along intersections. Ms. Baron was responsible for the water main
design and relocation at the conflicting locations.
PROPOSED 12" AND 24" FORCE MAINS ALONG SR-5 (N.
ROOSEVELT BLVD.) FROM GEORGIA ST TO KENNEDY DR.,
MONROECOUNT~FLO~DA
Client: Florida Keys Aqueduct - FOOT FPID No.: 250548-3-56-01
The project consists of the Installation of approximately 630 LF of
12" Force Main from north of MacMillan Dr. to Seventh Street in
place of an existing 6" Force Main; Installation of approximately
8450 LF of 24" C-905 Force Main from Georgia St. to Kennedy Dr.
This line will replace an existing 16" Force Main; replacing the ex-
isting 16" force main crossing Salt Run Canal by a 24" steel pipe
attached to the existing bridge. Angela assisted in the development
of the 24" Force Main bridge installation details while coordinating
with the structural engineer.
Chen and Associates, Civil and Environmental Engineers - Au-
gust 2006 - December 2009
SOUTH POINTE - ROW IMPROVEMENT PROJECT (PHASES
III, IV AND V), CITY OF MIAMI BEACH, FLORIDA
Client: City of Miami Beach (Carla Dixon, Project Manager (305)
673-7071), The project encompasses approximately 19,000 LF of
ROW infrastructure improvements including roadway plans,
streetscape enhancements, water main replacements, drainage
improvements, landscaping and lighting improvements, and road-
way reconstruction. Due to the existing mixed residential and com-
mercial environment of this neighborhood, special design efforts
were made to incorporate a walkable community elements meet-
ing all ADA requirements. Ms. Baron assisted in the plans prepa-
ration and engineering design of roadways, signing and pavement
Markings, Paving, and drainage. She also prepared cost esti-
mates/quantity take-offs as well as reviewed construction technical
specifications.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 7 yrs
Industry Experience: 14 yrs
Office Location: Doral
Registration:
2002, Florida Professional Engineer
NO.58820
Education:
Bachelor of Science in Civil Engi-
neering, 1997. Honored Magna Cum
Lau, Honor Student and Dean's List.
Florida International University,
Miami FL 33199.
Experience:
Project Manager, 2005 to present:
APCTE.
Project Engineer, 2002 to 2005:
FOOT District VI.
PE Trainee, 1997 to 2002:
FOOT District VI
KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ALEXANDER S. YI, P.E. PAGE 1/2
Roadway Design
A Civil Engineering Graduate and a Professional Engineer Registered in the State of
Florida. Mr. Yi, has over fourteen years of professional experience in the fields of De-
sign and Management of all types of Rural and Urban Roadways. Within the seven
years, four were spent as a Professional Engineer Trainee at FOOT District VI, and two
as a Project Engineer at FOOT District VI Internal Design Office. As a Project Engineer,
Mr. Yi was in charge of the preparation of all components of a complete Contract Plans
Set. These components included: Roadway, Signing and Pavement Marking, Signal-
ization, and Lighting. In 2003, he was appointed to the Department's CADD Roadway
Technical Advisory Committee (RTAC) representing District VI. RTAC is a perpetual
statewide self-directed work team representing all roadway CADD users of computer
systems and programs. Each member provides technical input to the direction of CADD
and related production tools in FOOT. Mr. Yi is also certified by the FOOT for prepara-
tion of Advanced Maintenance of Traffic Plans, and is very familiar with the Depart-
ment's ERC system, Specifications preparation and Electronic Delivery.
KEY PROJECTS:
SR.8091 MILITARY TRAIL
Client: Florida Dept. ofTransportation, 0-4; Reference: Thuc Le, P.E.; (954) 777-4552;
Length: 3.6 miles; Project Duration: 9/2008 -12/2010. Project Scope: Milling & Resur-
facing of a 3.6 miles of the existing roadway. The basic design services provided with
the scope of services included the preparation of the RRR Report in accordance with
Chapter 25 of the PPM, the preparation of design exceptionslvariations, the utility co-
ordination in accordance with Chapter 9 of the UAM, local government coordination,
public involvement, preparation of roadway plans, preparation of signing & pavement
markings plans, preparation of signalization plans, preparation of the Specifications
Package, conduct 4 phase submittals, update project schedule, maintenance of con-
tract, preparation of the electronic delivery of plans & specifications, and update/main-
tenance of the cost estimate.
SR.8041 BOYNTON BEACH BOULEVARD
Client: Florida Dept. of Transportation, D-4; Reference: Henry Oaikhena, P.E.; (954)
777-4450; Length: 1.3 miles; Project Duration: 6/2003 - 7/2005. Project Scope: Milling
& resurfacing of a 1.3 miles of the existing roadway. The basic design services provided
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. ALEXANDER S. VI, P.E. PAGE 2/2
Roadway Design
with the scope of services included the preparation of the RRR Re-
port in accordance with Chapter 25 of the PPM, the preparation of
design exceptions/variations, the utility coordination in accordance
with Chapter 9 of the UAM, local government coordination, public
involvement, preparation of roadway plans, utility coordination,
bridge widening over 1-95 & CSX Railroad, Signalized intersections,
Median Landscape, I.T.S. improvements, Textured crosswalks,
Signing and Pavement Markings, ADA Compliance, MOT, prepa-
ration of the specification package, conducted four (4) phase sub-
mittals, update project schedule and cost estimate and preparation
of electronic delivery of plans and specifications,
SR-826/SR.836 INTERCHANGE
Client: FOOT, District 6; Reference: Jose Munoz, PE; (305) 670-
2350; Length: 5.5 miles; Project Duration: 12/2010 - On-going.
Scope: Preparation of a Utility Master Plan for this $ 564 million
project, which includes several levels of ramps providing proper
connections between both expressways. Responsible for coordi-
nating utility relocation work within the project limits with Utility
Agency Owners, identifying potential conflicts of existing facilities
with proposed work, utility coordination/relocation with all different
agencies having jurisdiction in the project area like MDX, Miami
Dade County Public Works, City of Miami, Miami International Air-
port, DERM, etc, Design and plans preparation for a water and
sewer mains thru a JPA with M-D WASD. Responsible for the de-
velopment of Utility Adjustment sheets and the design of several
proposed and temporary signalizations within the project limits.
MIAMIINTERMODAL CENTER RENTAL CAR CENTER
Client: Florida Dept. of Transportation, D-6; Reference: Carl Filer,
P.E.; (305) 470-5145; Length: N/A; Project Duration: 5/2005 -
5/2010. Scope: Design and development of the Site Civil Design
and Utility Coordination for the proposed Rental Car Facility This
3.4 million square foot "rental car shopping mall" will provide cus-
tomers arriving through MIA convenient access to participating
rental car companies. It features the first multilevel fueling system
designed in the U.S. At full build- out, it will have a total capacity of
approximately 6,500 vehicles and include a Ready/Return garage,
quick turnaround fuel and wash areas, and a customer service
lobby, The project also included the Grading, Drainage, Water and
Sewer, TCP, Signing and Pavement Marking, and Signalization de-
sign.
MIC-EARLlNGHTON HEIGHTS METRORAIL CONNECTOR
Client: Miami-Dade Transit Agency; Reference: Ahmed Resheed;
(305) 469-5263; Length: 6.0 miles; Project Duration: 3/2006 -
8/2007. Project Scope: Projects runs from the existing Earlinghton
Heights Station locate next to SR-112 and approximately east of
NW 27th Avenue west to the new MIC Core Facility locate next to
the Miami International Airport. The project included the Site Civil
Design, Utility Coordination, Maintenance of Traffic (including SR-
112 & NW 41 st Street), detour plans for the MIC-Earlinghton (cross-
ing), Signing and Pavement Marking (including SR- 112 and NW
41s1 Street), signalization design, temporary signal, and rail sub-
station design.
CITY OF MIAMI STREETCAR UTILITY MASTER PLAN
Client: City of Miami; Reference: Leo Villalobos, Project Manager;
(305) 416-1073; Length: 9.00 miles; Project Duration: 3/2006 -
8/2007. Project Scope: Prepare a "Utility Master Plan" for the City
of Miami Streetcar Corridor. The proposed 9.00 mile streetcar serv-
ice would provide and improve transit connections between down-
town Miami and the redeveloping areas of Wynwood / Edgewater,
midtown Miami, the Design District and the Buena Vista East His-
torical District. Although the proposed streetcar system is expected
to use a shallow trackbed construction method that would minimize
utility impacts, it is assumed that any utility running longitudinally
underneath the track bed would require relocation.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 5 yrs
Industry Experience: 6 yrs
Office Location: Doral, Florida
Registration:
2006, Florida Professional Engineer
No.71400
Education:
Masters In Science - Civil Engineer.
ing Fall 2005
Florida International University, Miami,
Florida
Bachelor in Science - Civil Engi-
neering Fall 2004
University of New Orleans, New Or-
leans, LA, August 1994
Experience:
Project Engineer 2004 - Present
A&P Consulting Transportation Engi-
neers, Miami, Florida
Honors I Associations:
American Society of Civil Engineers
Institute of Transportation Engineers -
President
KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. JORGE PENA, P.E. PAGE 1/2
Roadway Design
Mr. Pefia has over 6 years of experience working as a Transportation Engineer in con-
junction with the Florida Department of Transportation and local agencies, Mr. Pefia
has worked on a number of projects including RRR and Roadway Reconstruction proj-
ects. Within these projects, Coordinated signalization plan permits at Miami-Dade
County. And Supervised CADD Technicians in the preparation of roadway, signing and
marking, signalization and water main plans. Mr. Pefia has conducted Roadway Plans,
Signing and Pavement Marking Plans, and Signalization Plans using CADD system
(Microstation) and Geopak software as well as pertinent standards, He has designed
and managed several (water & sewer) projects for Miami-Dade Water and Sewer
Department and the City of Miami Beach, including pipeline design, Technical Special
Provisions, Utilities and Permits Coordination. Generated CADD and produced quanti-
ties using Geopak for the Computation Book, computed areas, volumes and geomet-
ric data required.
KEY PROJECTS:
SR-5/NORTH ROOSEVELT BLVD JOSE MARTI DR. TO SR.51 US-1 - PROPOSED
18",16",12" AND 8" PVC I DUCTILE IRON WATER MAINS
Client: FDOT District 6. Reference: Ali Toghiani, P.E.; # (305) 470-5547; Length: 2.95
miles; Project Duration: 4/2009 to 3/2011.The scope of this project was to design Util-
ity Work by Highway Contractor Agreement Plans of 27,348 LF of 18" PVC/Ductile Iron
water transmission main and 16", 12" and 8" PVClDuctile Iron water distribution mains
along the project corridor, including stub-out at each side street intersection, new fire hy-
drants, fire lines in full compliance of the latest Fire Department Codes, and relocation
of water meters and backflow preventer to the new main. Scope also included coordi-
nation with roadway designers, all utility companies within the corridor, obtaining all re-
lated permits (Monroe County Fire Department Health Department and DEP), and
developing technical special provisions. This project was part of Joint Participation
Agreement (JPA) between the Florida Keys Aqueduct Authority and FDOT.
SR-5/US.1 AT C-103 SFWMD CANAL - PROPOSED 12" STEELAND DUCTILE IRON
WATER MAIN AERIAL CANAL CROSSING
Client: FDOT District 6. Reference: Adriana Manzanares, P.E.; # (305) 470-5283;
Length: 1.63 miles; Project Duration: 8/2009 to 6/2010. scope of this project was to de-
sign Utility Work by Highway Contractor Agreement Plans for a proposed 12" water dis-
tribution main aerial canal crossing relocation across the South Florida Water
Management District C-1 03 Canal. The existing water main needed to be relocated due
to bridge widening. Scope also included the preparation of Technical Special Provi-
sions, design analysis, coordination with structural and roadway designers, preparing
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. JORGE PENA, P.E. PAGE 2/2
Roadway Design
construction cost estimates, obtaining all related permits (MD-
WASD, DERM, Fire Department, and SFWMD). One major issue
was the coordination with MDWASD distribution forces to tem-
porarily install a gate valve in order to isolate the system and facil-
itate the removal of the existing aerial crossing without affecting
service to customers.
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SR- 5/US-1/ BISCAYNE BLVD. FROM NE 15TH STREET TO NE
35TH TERRACE - 24-INCH DUCTILE IRON WATER MAIN
Client: FOOT District 6. Reference: Jose Barrera, P.E.; # (305) 470-
5270; Length: 1.42 miles; Project Duration: 5/2008 to 2/2009. The
scope of this project was to design Utility Work by Highway Con-
tractor Agreement Plans of 8,000 LF of 24-inch Ductile Iron Water
Main along the project corridor, including 16-inch, 12-inch and 8-
inch Ductile Iron Pipe stub-out at each side street intersection, new
fire hydrants, fire lines in full compliance of the latest Fire Depart-
ment Codes, and relocation of water meters and backflow preven-
ter to the new main. Scope also included coordination with all utility
companies within the corridor, obtaining all related permits (City of
Miami Public Works Dept., Health Department and DERM) and de-
veloping technical special provisions. This project was part of Joint
Participation Agreement (JPA) between the Miami Dade Water and
Sewer Department and FOOT.
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SR- 826 / PALMETTO EXYW. AT SR-90 - 30" DUCTILE IRON
WATER MAIN SUBAQUEOUS CANAL CROSSING
Client: FDOT District 6. Reference: Ali Toghiani, PE.; # (305) 470-
5547; Length: 0.3 miles; Project Duration: 4/2003 to 6/2004. The
scope of this project was to design Utility Work by Highway Con-
tractor Agreement Plans for the relocation of 985 LF 30-inch Duc-
tile Iron Water Main, including 160 LF of a subaqueous canal
crossing along the Coral Gables Canal. Scope also includes coor-
dination with all utility companies within the corridor, obtaining all re-
lated permits (Health Department and DERM), and developing
technical special provisions. This project was part of Joint Partici-
pation Agreement (JPA) between the Miami Dade Water and Sewer
Department and FOOT.
SR- 973/SW 87TH AVENUE FROM GRAND CANAL AVENUE TO
SR- 976/ BIRD ROAD -16"DUCTILE IRON WATER MAIN
Client: FOOT District 6. Reference: Elsa Riverol, P.E.; # (305) 470-
5253; Length: 2.3 miles; Project Duration: 2/2003 to 8/2004. Scope
of this project was to design Utility Work by Highway Contractor
Agreement Plans of 9,800 LF of 16-inch Ductile Iron Water Main
along the project corridor, including 12-inch and 8-inch Ductile Iron
Pipe stub-out at each side street intersection, new fire hydrant, and
fire lines in full compliance of the latest Fire Department Codes,
and relocation of water meters and backfiow preventer to the new
main. Scope also includes coordination with all utility companies
within the corridor, obtaining all related permits (Miami Dade Fire
Department, Health Department and DERM) and developing tech-
nical special provisions. This project was part of Joint Participation
Agreement (JPA) between the Miami Dade Water and Sewer De-
partment and FDOT.
PROPOSED 16" D.1. WATER MAIN AND 30" STEEL CASING
ALONG NW 25TH STREET
Client: FOOT District 6. Reference: Chris Tavella, P.E.; # (305)
470-5551; Length: 5,139 L,F.; Project Duration: 5/2008 to 8/2009.
The scope of this project was to design Utility Work by Highway
Contractor Agreement Plans for a proposed 16" Ductile Iron Water
Main inside a 30" Steel Casing that needs to be extended along
NW 25th Street, crossing the new and future CSX Railroad Tracks.
The project includes the installation of approximately 240 LF of 16"
Ductile Iron Water Main, Installation of approximately 215 LF of 30"
Steel Casing, Installation of 1 Fire Hydrant, Reconnecting the pro-
posed 16" water main to the existing water mains, Removal and
disposal of existing 16" D.I. Water Main, 30" Steel Casing, and 1
Fire Hydrant.
PROPOSED 16" WATER MAIN ALONG NW 138TH STREET
FROM NW 57TH AVENUE TO NW 67TH AVENUE
Client: FOOT District 6. Reference: Chris Tavella, P.E.; # (305) 470-
5551; Length: 5,139 L.F.; Project Duration: 5/2008 to 8/2009.
scope of this project was to design Utility Work by Highway Con-
tractor Agreement Plans for a proposed 16" Water Transmission
Line along NW 138th Street, from NW 57th Avenue to NW 67th Av-
enue. The project includes: Installation of approximately 6600 LF
of 16" Water Transmission Main; Installation of 20 Fire Hydrants;
Reconnecting the proposed 16" water main to the existing water
mains; Removal and disposal of existing 16" Asbestos pipe.
CIVIL ENGINEERING SERVICES TO DESIGN STREIT AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 9 yrs
Industry Experience: 9 yrs
Office Location: Doral
Education:
Bachelor of Science in Civil Engi-
neering, 2002. Florida International
University, Miami FL 33199.
Registration:
2004, Florida Engineering Intern Cer-
tification # 1100008841
Education:
Bachelors in Sciencein Civil Engineer-
ing April 2002, Florida International
University, Miami, FI, August 1994
Experience:
Project Engineer2004 - Present
A&P Consulting Transportation Engi-
neers, Miami, Florida
Civil Engineer Intern
Camero & Associates, Inc
Miami, Florida
KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. L1SSETTE GUON, E.!. PAGE 1/2
Roadway Design
Mrs. Guon has more than 9 years of experience working as a Transportation Engineer
in conjunction with the Florida Department of Transportation and local agencies. As a
Project Engineer, Mrs. Guon has worked on a number of projects including RRR and
Roadway Reconstruction projects. Within these projects, Mrs. Guon has conducted
Design and Draft Roadway Plans, Signing and Pavement Marking Plans, and Signal-
ization Plans using CADD system and Geopak software. Created and reviewed typical
sections, horizontal and vertical alignments. Prepare review and update Roadway plans
and other construction documents in accordance with the FOOT Plans Preparation
Manual, FOOT Design Standards and Manual of Uniform Traffic Control Devices, Gen-
erated CADD produced quantities using Geopak for the Computation Book, compute
areas, volumes and geometric data required. Prepared Cost Estimates Analysis and
establish projects in the Construction Estimating System (CES)
KEY PROJECTS:
SR-8091 MILITARY TRAIL
Client: Florida Dept. ofTransportation, D-4; Reference: Thuc Le, P,E.; (954) 777-4552;
Length: 3.6; Project Duration: 9/2008 - 12/2010, Project Scope: Milling & resurfacing
of a 3,6 miles of the existing roadway. The basic design services provided with the
scope of services included the preparation of the RRR Report in accordance with Chap-
ter 25 of the PPM, the preparation of design exceptionslvariations, the utility coordina-
tion in accordance with Chapter 9 of the UAM, local government coordination, public
involvement, preparation of roadway plans, preparation of signing & pavement markings
plans, preparation of signalization plans, preparation of the Specifications Package,
conduct 4 phase submittals, update project schedule, maintenance of contract, prepa-
ration of the electronic delivery of plans & specifications, and updatelmaintenance of the
cost estimate.
SR-804/ BOYNTON BEACH BOULEVARD
Client: Florida Dept. of Transportation, D-4; Reference: Henry Oaikhena, P.E.; (954)
777-4450; Length: 1.3; Project Duration: 6/2003 - 7/2005. Project Scope: Milling &
resurfacing of a 1.3 miles of the existing roadway. The basic design services provided
with the scope of services included the preparation of the RRR Report in accordance
with Chapter 25 of the PPM, the preparation of design exceptionslvariations, the utility
coordination in accordance with Chapter 9 of the UAM, local government coordination,
public involvement, preparation of roadway plans, utility coordination, bridge widening
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. L1SSETTE GUON, E.!. PAGE 2/2
Roadway Design
over 1-95 & CSX Railroad, Signalized intersections, Median Land-
scape, I.1.S. improvements, Textured crosswalks, Signing and
Pavement Markings, ADA Compliance, MOT, preparation of the
specification package, conducted four (4) phase submittals, update
project schedule and cost estimate and preparation of electronic
delivery of plans and specifications.
MIAMIINTERMODAL CENTER UTILITY MASTER PLAN
Client: Florida Dept. ofTransportation, D-6; Reference: Gary Donn,
P.E.; (305) 470-5145; Length: N/A; Project Duration: 3/2000 -
4/2004. Scope: As part of the Miami Intermodal Center (MIC) Pro-
gram, a Utility Master Plan was developed and submitted to the
different agencies for approval. Relocation of existing water and
sewer lines in the M IC area are also part of that utility improvement
program. FDOT have discussed in detail, with MDWASD the pro-
posed water and sewer improvements related to the construction
of the Rental Car Facility (RCF), which is an important element of
the MIC Program. APCTE was responsible for preparing the Water
and Sewer Improvement Program. This project included coordina-
tion with MD-WASD and all utility companies present in the area in
order to design a master water and sewer system which included
the design of a new regional lift station (PS 101), a gravity sewer
system, 12" force main and 24" water main that will provide serv-
ices to the future Rental Car Facility and a 30" steel casing installed
by microtunneling under the CSX RR.
SR-826/SR-836 INTERCHANGE
Client: Florida Dept. of Transportation, D-6; Reference: Jose
Munoz, P.E.; (305) 670-2350; Length: 5.6; Project Duration:
12/2010 - On-Going. Project Scope: Utility Coordination for this $
564 million project, which includes several levels of ramps provid-
ing proper connections between both expressways. Responsible
for coordinating utility relocation work within the project limits with
Utility Agency Owners, identifying potential conflicts of existing fa-
cilities with proposed work, utility coordination/relocation with all
different agencies having jurisdiction in the project area like MDX,
Miami Dade County Public Works, City of Miami, Miami Interna-
tional Airport, OERM, etc. Design and plans preparation for water
and sewer mains thru a JPA with M-D WASD Responsible for the
development of Utility Adjustment Sheets, and the design of sev-
eral proposed and temporary signalizations within the project lim-
its.
DESIGN-BUILT OF CENTRAL BOULEVARD
Project Scope: Responsible for coordinating with all Utility Agency
Owners with existing facilities within the project limits identifying
and avoiding potential conflict with proposed roadway work. Sur-
vey and field verify all encountered potential utility conflict. Re-
sponsible for ensuring that MDX, MDAD and FOOT Standards
policies and procedures, and design and construction criteria are
followed for each utility coordination/relocation. Coordinated with
FPL to identify Service Points for ITS, Signal, Lighting and Land-
scape Lighting. Responsible for the Design and Plans Preparation
for Several Proposed Signalization along the Project Limits. Client:
MDX/Florida Oept. of Transportation, D-6; Reference: Ariel Milan,
P.E.; (305) 670-2350; Length: 3.0; Project Duration: 6/2010 - On-
going.
MIC-EARLlNGHTON HEIGHTS METRORAIL CONNECTOR
Project Scope: Projects runs from the existing Earlinghton Heights
Station locate next to SR-112 and approximately east of NW 27th
Avenue west to the new MIC Core Facility locate next to the Miami
International Airport. The project included the Site Civil Design, Util-
ity Coordination, Maintenance of Traffic (including SR-112 & NW
41 st Street), detour plans for the MIC-Earlinghton (crossing), Sign-
ing and Pavement Marking (including SR- 112 and NW 41s1
Street), signalization design, temporary signal, and rail substation
design. Client: Miami-Dade Transit Agency; Reference: Ahmed
Resheed; (305) 469-5263; Length: 6.0 miles; Project Duration:
3/2006 - 8/2007.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 27 yrs
Industry Experience: 8 yrs
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Office Location: Doral, Florida
Education
BS, Civil Engineering 1997
Florida International
University
KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. JUAN MUNIZ PAGE 1/2
Roadway Design
Mr. Mufjiz has over 27 years of extensive experience in Transportation and related proj-
ects, including Airports and Civil Site Work, in which 10 years have been with the Florida
Department of Transportation's District Six Office. Mr. Muniz transportation engineering ex-
perience includes project management, roadway design, site civil design, utility coordina-
tion, signing and pavement marking design, public involvement and signal design. Extensive
knowledge and experience with Microstation, Geopack, AutoCAD, as well as Microsoft Of-
fice, Excel and Power Point, and the preparation of project proposal and presentations.
KEY PROJECTS:
SR.809/ MILITARY TRAIL
Client: Florida Dept. of Transportation, D-4; Reference: Thuc Le, P.E.; (954) 777-4552;
Length: 3.6 miles; Project Duration: 9/2008 -12/2010. Milling & resurfacing of a 3.6 miles
of the existing roadway. The basic design services provided with the scope of services in-
cluded the preparation of the RRR Report in accordance with Chapter 25 of the PPM, the
preparation of design exceptions/variations, the utility coordination in accordance with
Chapter 9 of the UAM, local government coordination, public involvement, preparation of
roadway plans, preparation of signing & pavement markings plans, preparation of signal-
ization plans, preparation of the Specifications Package, conduct 4 phase submittals, up-
date project schedule, maintenance of contract, preparation of the electronic delivery of
plans & specifications, and updatelmaintenance of the cost estimate Public Involvement.
SR.804/ BOYNTON BEACH BOULEVARD
Client: Florida Dept. of Transportation, D-4; Reference: Henry Oaikhena, P.E.; (954) 777-
4450; Length: 1.3 miles; Project Duration: 6/2003 - 7/2005. Milling & resurfacing of a 1.3
miles of the existing roadway. The basic design services provided with the scope of serv-
ices included the preparation of the RRR Report in accordance with Chapter 25 of the
PPM, the preparation of design exceptions/variations, the utility coordination in accordance
with Chapter 9 of the UAM, local government coordination, public involvement, preparation
of roadway plans, utility coordination, bridge widening over 1-95 & CSX Railroad, Signal-
ized intersections, Median Landscape, I.T.S, improvements, Textured crosswalks, Signing
and Pavement Markings, ADA Compliance, MOT, preparation of the specification pack-
age, conducted four (4) phase submittals, update project schedule and cost estimate and
preparation of electronic delivery of plans and specifications.
MIAMIINTERMODAL CENTER RENTAL CAR CENTER
Client: Florida Dept. ofTransportation, D-6; Reference: Gary Donn, P.E.; (305) 470-5145;
Length: N/A; Project Duration: 5/2005 - 5/2010. Design and development of the Site Civil
Design and Utility Coordination for the proposed Rental Car Facility This 3.4 million square
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. JUAN MUNIZ PAGE 2/2
Roadway Design
foot "rental car shopping mall" will provide customers arriving
through MIA convenient access to participating rental car compa-
nies. It features the first multilevel fueling system designed in the
U.S. At full build- out, it will have a total capacity of approximately
6,500 vehicles and include a Ready/Return garage, quick turn-
around fuel and wash areas, and a customer service lobby. The
project also included the Grading, Drainage, Water, Sewer, TCP,
Signing and Pavement Marking, and signalization design Public In-
volvement.
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MIC.EARLlNGHTON HEIGHTS METRORAIL CONNECTOR
Client: Miami-Dade Transit Agency; Reference: Ahmed Resheed;
(305) 469-5263; Length: N/A Project Duration: 3/2006 - 8/2007.
Projects runs from the existing Earlinghton Heights Station locate
next to SR-112 and approximately east of NW 27th Avenue west to
the new MIC Core Facility locate next to the Miami International Air-
port. The project included the Site Civil Design, Utility Coordination,
Maintenance of Traffic (including SR-112 & NW 41st Street), detour
plans for the MIC-Earlinghton (crossing), Signing and Pavement
Marking (including SR-112 and NW 41s1 Street), signalization de-
sign, temporary signal, and rail substation design.
}
CITY OF MIAMI STREETCAR UTILITY MASTER PLAN
Client: City of Miami; Reference: Leo Villalobos, Project Manager;
(305)416-1073); Length: 9.00 miles; Project Duration: 3/2006/ On-
Hold. Prepare a "Utility Master Plan" for the City of Miami Streetcar
Corridor. The proposed 9.00 mile streetcar service would provide
and improve transit connections between downtown Miami and the
redeveloping areas of Wynwood / Edgewater, midtown Miami, the
Design District and the Buena Vista East Historical District. Although
the proposed streetcar system is expected to use a shallow trackbed
construction method that would minimize utility impacts, it is as-
sumed that any utility running longitudinally underneath the trackbed
would require relocation Public Involvement.
SITE CIVIL FOR LEON MEDICAL CENTER WEST, HIALEAH,
FLORIDA.
Client: Leon Medical Centers; Reference: Roberto Sequeira, AlA,
Project Manager; (305) 441-1556; Length: N/A; Project Duration:
1/2006/7/2007. Project Manager for this 3 story - 53,500 square
feet office building that included the parking lot design for 201 park-
ing spaces In charge of preparing the construction plans set for the
development of all site paving, grading, utility coordination, drainage,
drainage calculations, signing & markings, coordination with the City
of Hialeah and DERM permitting, water main service connections
and gravity sewer connections.
SR.5 US.1 EXCLUSIVE BUSWAY EXTENSION FROM S.W. 232
ST. TO SW 112 ST.
Client: Florida Dept. ofTransportation, D-6; Reference: Harold Des-
dunes, P.E.; (305) 470-5271; Length: 5.0 miles; Project Duration:
5/2002 - 4/2004. Project Scope: Design and development of con-
tract drawings for the Busway Project including earthwork, typical
sections, cross sections, signing and pavement markings, utility co-
ordination, drainage structures, M.O.T., project cost estimates, tech-
nical reports and comp-book Public Involvement.
UTILITY COORDINATION SERVICES FOR THE SR.874 EXTEN.
SION CORRIDOR
Client Name: Miami-Dade Expressway Authority, Reference: Rene
De Huelbes, P.E.; (305) 222-1416, Length: 1.5 miles, Beg. Date-
End Date: 7/2007 - 12/2007. Responsible for coordinating with all
Utility Agency Owners with existing facilities within the project limits
identifying and avoiding potential conflict with proposed roadway
work. Field verifies all encountered potential utility conflict. Some of
the Tasks performed were Kick-Off meeting, identify all of the exist-
ing utilities in the area (approximately 7 utility companies), prepare
all documents and make utility contacts with all of the utility compa-
nies, prepare all of the necessary information for conducting pre-
meeting, includes pre-meeting time and minutes, perform one field
meeting with each utility company, collect all of the data and mark-
up plans from the utility companies, follow-up with all of the utility
companies, includes phone calls, face-to-face meetings, etc. to en-
sure the utility companies completed and returned the required doc-
uments, transfer all of the utility information to the base utility design
file. Responsible for ensuring that MDX, MDAD and FDOT Stan-
dards policies and procedures, and design and construction criteria
are followed for each utility coordination /relocation.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 16 yrs
Industry Experience: 16 yrs
Office Location: Doral, Florida
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Registration:
2000, Florida Professional Engineer No.
55401
Education: Bachelor of Science in Civil
Engineering, April 1995,
Honored Magna Cum Laude, Honor
Student and Dean's List. Florida Inter-
national University, Miami FI. 33199
Associate in Arts in Civil Engineering
December 1991
Honored Excellence in Mathematics,
Honor Student and Dean's List. Miami
Dade Community College, Miami FI.
Experience:
Project Manager, April 1995 to present:
APCTE.
Continuing Education:
Ductile Iron Pipe Certified honored by
the Ductile Iron Pipe Research Associa-
tion November 2006
FOOT Specification Training March
2005
Advance Work Zone Traffic Control Cer-
tified April 2008
FOOT Electronic Delivery Production
Training October 2004
KEY PERSONNEL RESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. EITHEL M. SIERRA, P.E. PAGE 1/2
Signing adn Pavement Marking
Mr. Sierra graduated (Magna Cum Laude) from Florida International University with a
Bachelor's degree in Civil Engineering in 1995, He is member of the American Society
of Civil Engineers (ASCE). He has over 16 years experience in the design of highway
and infrastructure facilities. He dedicated his first three years providing Microstation,
GEOPAK, CAICE, and Plans Preparation technical support to Florida, Illinois, and
Mississippi Department's of Transportations. He is highly experienced, and is currently
working as Senior Project Manager in (urban and rural new construction, total
reconstruction and resurfacing, restoration, and rehabilitation) (RRR) projects including
Roadway, Signing & Pavement Markings, Signalization, Lighting, and Intelligent
Transportation System (ITS) components, His last 5 years have been dedicated to
manage and design projects for the City of Miami, Mr. Sierra is also experienced in
Water & Sewer Main design, Right-of-Way plans, Intersection Layouts, Specifications,
Technical Special Provisions, Utilities Coordination and Permits. He is certified by FOOT
to design Traffic Control Plans.
KEY PROJECTS:
MIAMI RIVER GREENWAY SW 1 ST COURT TO SOUTH MIAMI AVENUE
Client: City of Miami. Reference: Orlando Misas; (305) 416-1038; Length of Corridor: 0.4
miles; Project Duration: 8/2009 -12/2010. Engineer of Record 1 Project Manager for
the design and preparation of Contract Plans and Specifications of the FOOT LAP
funded project for the extension of the Miami River Greenway from SW 1st Court to
South Miami Avenue. Scope of Work was based on the City of Miami River Master Plan
and included milling, resurfacing, decorative sidewalk reconstruction, decorative lighting,
new drainage, amenities, signing, pavement marking and landscaping. Project also
involved the preparation of the Technical Memorandum, utility coordination, preparing
cost estimates, obtaining all permits including DERM, Miami-Dade County Public Works,
FOOT, and coordination with Miami Dade Transit to obtain a Maintenance Agreement
for the construction of the new sidewalk under the existing M-Path and with FPL to
upgrade the existing lighting system.
NW/NE 14TH STREET MEDIA ENTERTAINMENT DISTRICT STREETSCAPE
IMPROVEMENTS
Client: City of Miami. Reference: Manuel Mejido; 305-416-1289. Engineer of Record 1
Project Manager for the design and preparation of Contract Plans and Specifications for
the NW/NE 14th Street Media Entertainment (ME) District Streetscape Improvement
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. EITHEL M. SIERRA, P.E. PAGE 2/2
Signing adn Pavement Marking
from FEC Railroad to NE 2nd Avenue. The project included
roadway reconstruction, new drainage, sidewalk, curb and gutter,
new lighting, bycicle lane, signing and pavement markings,
landscaping, and a new 12" water main. Project scope also
included the Milling and Resurfacing of South Miami Avenue from
1-395 to NW 15th Street. Scope of work also involved utility
coordination, preparing cost estimates, obtaining all permits
including DERM, Miami-Dade County Public Works, Department
of Health, and City of Miami Public Works. Special attention was
given to the Maintenance of Traffic to maintain property accessto
business and pedestrians all the time.
DOWNTOWN STREETSCAPE IMPROVEMENTS
Client: City of Miami.(David Mendez, P.E., Project Manager (305)
416-1240). Engineer of Record / Project Manager for the
preparation of Contract Plans and Specifications for the Downtown
Streetscape Improvements. Project limits were: NW / NE 1 st, 2nd,
and 3rd Street from SW 1stAve. to SR 5/ Biscayne Blvd.; SW / SE
1 st and 2nd Street from SW 1 st Ave. to SR 5/ Biscayne Blvd; and
SW 1 stAve, Miami Ave, NE 1st, 2nd, and 3rd Avenue from SW / SE
2nd Street to NW / NE 3rd Street. Project included Milling and
Resurfacing, new colored sidewalk, decorative lighting system,
street furniture, stamped asphalt pedestrian crosswalks, signing
and pavement marking. Utility Coordination was a major milestone
in this project, especially with FPL for the upgrade of the lighting
system.
BISCAYNE BOULEVARD RECONSTRUCTION
Client: City of Miami (Kevin A. Brown, P.E" (305) 416-1090). Design
Start/Finish Date: June, 2005/ February, 2006 Engineer of Record/
Project Manager for the preparation of Contract Plans and
Specifications of the reconstruction of SR-5 / Biscayne Boulevard
from NE 14th Street to NE 15th Street. The project also included
sidewalk, curb and gutter, new drainage, lighting, landscaping,
signing and pavement markings, and signalization. This
improvement was an emergency reconstruction of the Biscayne
segment funded by FDOT due the grand opening of the new
Performance Art Center (PAC). Scope of service also involved utility
coordination, specifications, construction cost estimates and
obtaining all related permits (DERM), FDOT, City of Miami Public
Works, and Miami Dade County Public Works.
N.W. 37TH AVENUE
Client: M-D PWD. (Raul Quintela, P.E., Project Manager (305) 375-
3971). Senior Project Manager / Engineer of Record for the
preparation of Contract Plans of the total roadway reconstruction of
a 2.72 mi segment of NW 37th Avenue from NW N. River Drive to
NW 79th Street. Project includes new drainage, signalization,
lighting, signing and pavement marking design and compliance
with ADA requirements. Special emphasis was given to the Traffic
Control Plans to provide pedestrian access to local businesses and
major relocation coordination with Florida Power and Light and
Florida City Gas.
WASHINGTON AVENUE IMPROVEMENTS PHASES II, IV & V
Client: City of Miami Beach (Charles Carreno, P.E., Project Man-
ager (305) 532-9292). Senior Project Engineer in charge to
prepare construction documents (plans and specifications) for the
following improvements: milling & resurfacing, new gravity drainage
wells, sanitary sewer capacity improvements which consist of
pipe/manhole up-sizing, water main upgrades, relocation of water
meters/meter boxes, new decorative lighting system, landscape
and irrigation upgrades, replacement of curb & gutter and sidewalk
from 11th St. to 16th St., design of intersection bumps-outs,
compliance with ADA requirements, modification of parking space
layout, relocation of existing utilities, coordination with the CMB
Parking Department to remove and reinstall parking meter heads
and parking signs, & signature median improvements from 5th St.
to 6th St., between 16th to Lincoln Rd. and along Lincoln Rd from
Washington Ave to Collins Ave.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 3 yrs
Industry Experience: 3 yrs
Office Location: Doral, Florida
Registration:
2009, FI. Engineering Intern # Pass
(Pending #)
Education:
Bachelors of Science in Civil Engi-
neering, Fall 2009, Florida Interna-
tional University, Miami.
Experience:
Project Engineer 2009 - Present
A&P Consulting Transportation Engi-
neers,Doral, Florida
Associate Engineer
Chen and Associates, Civil & Environ-
mental Engineers
Honors / Associations:
American Society of Civil Engineers
(ASCE).
2009 Historian of the Miami-Dade
Younger
Member Forum (YMF) Committee
2008-2009 FIU-ASCE Vice-President
Chi Epsilon Honors Society
KEY PERSONNEL RESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. YULET MIGUEL, E.!. PAGE 1/2
Signing adn Pavement Marking
Mrs, Miguel has over 3 years of experience working as a Transportation Engineer. Mrs.
Miguel has worked on a several roadway projects including RRR and Roadway
Reconstruction projects. Within these projects, Mrs. Miguel has participated in the
design of Roadway Plans, and Signing and Pavement Marking Plans using CADD
system (Micro station) and Geopak software as well as pertinent standards. Generated
CADD and produced quantities using Geopak for the Computation Book, computed
areas, volumes and geometric data required. Coordinated roadway plan permits at City
of Miami Beach and Miami Dade County and Supervised CADD Technicians in the
preparation of roadway, signing and marking, and water main plans.
KEY PROJECTS
B-30130 - Miami River Greenway SW 1st Court to South Miami Avenue, Miami,
Florida
Client: City of Miami. Reference: Orlando Misas; (305) 416-1038; Length of Corridor: 0.4
miles; Project Duration: 8/2009 - 12/2010. The project consists of preparation of a
Contract Plans Set for the milling & resurfacing of 0.4 miles of the existing roadway and
beautification of the area as described in the Miami River Greenways Master Plan. The
basic services provided with the scope of services include the preparation of the
Technical Memorandum, the preparation of design exceptions/variations, utility
coordination, local government coordination, public involvement, preparation of roadway
plans, preparation of signing & pavement markings plans, preparation of lighting plans,
preparation of drainage plans, preparation of landscape plans and update/maintenance
of the cost estimate. Mrs. Miguel assisted in utility coordination, the preparation of the
roadway, signing and pavement marking design for this project, decorative sidewalks,
ADA ramps, and curb and gutter reconstruction.
North Shore Neighbourhood No.2 Highway Improvements Project, Miami Beach,
Florida
Client: FDOT ARRA, City of Miami Beach (Public Works). Reference:
Xavier Falconi, P.E.; (305) 673- 7071; Length of Corridor: 1.5 miles; Project Duration:
1/2010 - 10/2010. The project consists of a Contract Plans Set for the milling &
resurfacing of 1.5 miles of the corridor and safety improvements. The plans set include,
existing conditions plans, demolition plans, paving and grading plans, typical sections,
pavement markings plans, and signalization plans, Mrs. Miguel assisted in preparation
of roadway plans, signalization plans and utility locates, pavement markings, and paving
and grading plans.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. YULET MIGUEL, E.!. PAGE 2/2
Signing adn Pavement Marking
SW 192 STREET FROM SW 197 AVENUE TO SW 177 AVENUE,
MIAMI, FLORIDA
Client: Miami-Dade County FDOT FPID No,: 425457-1 (Barrera,
Jose, 305-470-5260). The project encompasses the widening and
resurfacing of the existing roadway. The scope includes the
preparation of roadway plans, addition of shoulders, pavement
markings, and advanced warning signs. Mrs. Miguel assisted in the
preparation of roadway plans and signing and pavement markings
plans.
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ARRA DESIGN-BUILD, MIAMI LAKES, FLORIDA
Client: Town of Miami Lakes. Reference: Felix Acosta; (305) 556-
0473; Length of Corridor: 0.4 miles; Project Duration: 4/2010 -
2/2011 The Florida Department of Transportation (FDOT) along with
the American Recovery and Reinvestment Act of 2009 (ARRA) are
performing roadway and drainage improvements on the existing
roadway. The project scope encompasses the preparation of
drainage plans, the preparation of roadway plans, the preparation
of signing and pavement marking plans and Maintenance ofTraffic
(MOT) plans. Mrs. Miguel assisted in the preparation of roadway
plans.
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SR-809/ MILITARY TRAIL, PALM BEACH, FLORIDA
Client: FDOT District 4 (Thuc Le, P.E. (954) 777-4552). The project
consists of preparation of a Contract Plans Set for the milling &
resurfacing of a 3.6 miles of the existing roadway. The basic
services provided with the scope of services include the preparation
of the RRR Report, the preparation of design exceptions/variations,
utility coordination, local government coordination, public
involvement, preparation of roadway plans, preparation of signing
& pavement markings plans, preparation of signalization plans,
preparation of the Specifications Package, preparation of the
electronic delivery of the plans & specifications, and
update/maintenance of the cost estimate. Mrs. Miguel assisted in
the preparation of the roadway plans for this project.
SOUTH POINTE - ROW IMPROVEMENT PROJECT (PHASES
III, IV AND V), CITY OF MIAMI BEACH, FLORIDA
Client: City of Miami Beach (Carla Dixon, Project Manager (305)
673-7071). The project encompasses approximately 19,000 LF of
ROW infrastructure improvements including roadway plans,
streetscape enhancements, water main replacements, drainage
improvements, landscaping and lighting improvements, and
roadway reconstruction. Due to the existing mixed residential and
commercial environment of this neighborhood, special design
efforts were made to incorporate a walkable community elements
meeting all ADA requirements. Mrs. Miguel performed numerous
site visits for the preparation of roadway plans, signing and
pavement markings, paving, and drainage plans. She assisted in
the roadway design, plans preparation, and signing inventory of
the project. She also performed utility coordination contacts and
utility re-Iocation plans.
CITY CENTER - ROW IMPROVEMENT PROJECT, CITY OF
MIAMI BEACH, FLORIDA
Client: City of Miami Beach, Florida (Keith Mizell Project Manager
(305) 673-7071). The project encompasses approximately 24,000
LF of ROW infrastructure improvements including roadway
reconstruction, streetscape enhancements, water main
replacements, sanitary sewer upgrades, stormwater drainage
improvements, landscaping improvements, and lighting
improvements. Due to the existing mixed residential and
commercial environment of this neighborhood, special design
efforts were made to incorporate walkable community elements
meeting all ADA requirements. Mrs. Miguel assisted in the plans
preparation and engineering design of hardscape, landscape,
pavement markings, Paving, drainage, and utilities. She also
performed daily entries of work progress on company based
program used for managing and storing projects.
SUNSET ISLANDS 1 & 2, CITY OF MIAMI BEACH, FLORIDA
Client: City of Miami Beach, Florida (Keith Mizell Project Manager
(305) 673-7071). Project consisted of the design of roadway
improvements stormwater, and water main design for the City of
Miami Beach. Mrs. Miguel took part in the design of drainage and
grading in the project area, as well as calculations for the drainage
report and identification of the drainage areas.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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APCTE Tenure: 10 yrs
Industry Experience: 10 yrs
Office Location: Doral, Florida
EDUCATION:
Architectural Drafting, August 2001,
Miami Lakes Technical Institute,
Florida.
EXPERIENCE:
Engineering Technician, 2001 A&P
Consulting Transportation Engineers,
Miami, Florida.
KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. MILDRED PADERNI PAGE 1/2
Signing adn Pavement Marking
Mrs. Paderni has over 10 years of experience working as a engineer technician on
projects for Florida Department of Transportation and local agencies, Mrs. Paderni has
worked on a number of projects including RRR and Roadway Reconstruction projects.
Within these projects, Mrs. Paderni has conducted Roadway Plans, Signing and
Pavement Marking Plans, and Signalization Plans using CADD system (Microstation)
and Geopak software as well as pertinent standards. Generated CADD and produced
quantities using Geopak for the Computation Book, computed areas, volumes and
geometric data required. Coordinated signalization plan permits at Miami-Dade County.
KEY PROJECTS
LUMMUS NEIGHBORHOOD- 7TH AND 8TH STREETSCAPE IMPROVEMENTS
City of Miami Beach, Florida. Client: City of Miami Beach (Jorge Chartrand, P.E., P.M.
(305) 673-7071). Project consisted of improving the water main and drainage in the
Lummus Neighbourhood, for 7th and 8th Street. The removal and replacement of
existing curb & gutter and sidewalk between 11th St. and 16th St. was done. Storm
water pipe upsizing and drainage was incorporated to the drainage improvements.
Milling & Resurfacing, signing and pavement marking, street lighting and aesthetic
enhancement (plating of Coconut Palms in sidewalk) were key improvement implicated
in this project. All improvements fell under ADA and MOT compliance.
NAUTILUS NEIGHBORHOOD IMPROVEMENTS
City of Miami Beach, Florida. Client: City of Miami Beach (Jorge Chartrand, P.E., P.M.
(305) 673-7071). The Nautilus Neighborhood includes all of the area from Surprise
Lake, south to the south end of the 41 st Street right-of-way, and from Biscayne Bay
east to the Indian Creek waterway, inclusive of the Orchard Park sub-neighborhood. The
area is generally comprised of single-family residential streets with some pockets of
multi-family uses. Major institutional used include Mount Sinai Medical Center, Miami
Heart Institute, Nautilus Middle School, and North Beach Elementary School. Arthur
Godfrey Road (41st Street), a State roadway, is a major commercial corridor to the
southern border of the neighborhood. Alton Road is a state minor arterial on the west
side, and Pine Tree Drive is a County collector road along the east side of the
neighborhood. The improvements to the stormwater system are limited to the three
priority drainage basins (92, 97 & 99) identified in the City of Miami Beach Stormwater
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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KEY PERSONNELRESUME ~
A&P CONSULTING TRANSPORTATION ENGINEERS ~
. MILDRED PADERNI PAGE 2/2
Signing adn Pavement Marking
Management
ARRA PROJECT - INDIAN CREEK DRIVE FROM ABBOT AVE.
TO 71 ST STREET
Client: Client: City of Miami Beach (Xavier Falconi, P,E., P.M. (305)
673-7071 ).Engineer Technician for the milling and resurfacing,
safety improvements, ADA compliance, new pavement marking,
signage, new bike lanes, and a new signal at 69th Street.
Responsible of obtaining all local permits and utility coordination.
ARRA PROJECT MIAMI LAKEWAY NORTH RESURFACING
AND DRAINAGE IMPROVEMENTS
Client: Town of Miami Lakes (Gary R. Ratay, P.E., Project Manager
(954) 535-5100).Engineer Technician responsible for the Design-
Build ARRA Project of Miami Lakeway North and NW 153rd Street.
Project includes the Milling & Resurfacing of 0.6 miles of the
existing roadway, Signing, Pavement Markings and new drainage
improvements, including new French Drains, inlets, manholes and
the design of a 30-inch outfall. Responsible for the Utility
Coordination and obtaining local permits (DERM, SFWMD, and
Miami-Dade County Public Works).
WASHINGTON AVENUE IMPROVEMENTS PHASES II, IV & V -
MIAMI-DADE COUNTY, FLORIDA
Client: City of Miami Beach (Charles Carreno, P.E" Project
Manager (305) 532-9292). Prepare construction documents (plans
and specifications) for the following improvements: milling &
resurfacing, new gravity drainage wells, sanitary sewer capacity
improvements which consist of pipe/manhole up-sizing, water main
upgrades, relocation of water meters/meter boxes, new decorative
lighting system, landscape and irrigation upgrades, replacement of
curb & gutter and sidewalk from 11th St. to 16th St., design of
intersection bumps-outs, compliance with ADA requirements,
modification of parking space layout, relocation of existing utilities,
coordination with the CMB Parking Department to remove and
reinstall parking meter heads and parking signs, & signature
median improvements from 5th St. to 6th St., between 16th to
Lincoln Rd. and along Lincoln Rd from Washington Ave to Collins
Ave. Also responsible for the office administration construction
progress activities related to the construction of this right-of-way
improvement project.
N.W. 37TH AVENUE - MIAMI-DADE COUNTY, FLORIDA
Client: Miami-Dade County Public Works Department (Raul
Quintela, P.E., Project Manager (305) 375-3971). Prepare a
Contract Plans Set for the total reconstruction of a 2.72 mi segment
of this urban/commercial corridor. Including new drainage, lighting
design and compliance with ADA requirements, with the following
included: Traffic Control, Maintenance of access for pedestrians to
businesses or residences, Underground utility construction, Erosion
control and storm water pollution prevention measures, Drainage
collection and/or disposal system.
BISCAYNE BOULEVARD MIAMI-DADE COUNTY, FLORIDA
Client: City of Miami, Miami, FI (Kevin A. Brown, P.E, Project
Manager (305) 416-1090). Prepare Construction Documents (plans
and specifications) for the reconstruction of SR-5 / Biscayne
Boulevard from NE 14th Street to NE 15th Street. The project
included Milling, Resurfacing and Streetscape improvements of the
street surrounding the new Performance Art Center (PAC) which
is being referred as the "Super Block" and bounded by NE 13th
Street to the south, NE 15th Street to the north, Bayshore Drive to
the east and NE 2nd Avenue to the west, City of Miami, Miami-
Dade County. The project also included hardscape limited to street
furniture, sidewalk, signing and pavement markings, lighting, utility
coordination, landscaping, cost estimates, and all necessary
incidental items for a complete project.
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS .
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
4.0 APPROACH / METHODOLOGY
4.1 Methodologies and Approaches used in Achieving Tasks
Awareness of Proiect Issues
The APCTE Team, through its research, has developed an in-depth understanding of the roadway and drainage issues
along 174111 Street in the City of Sunny Isles Beach. The research included numerous field visits to the project site and
interviews with local residents along the project area in order to become familiar with possible conflicts and issues
that may arise during the design process. The following describes the specific issues considered critical for the
ultimate success of the project. An exhibit showing the most critical issues and location of each issue has been
provided on the next page.
. Existing Roadway Conditions: Based on our analysis of the project
area, we have identified the major problems of the existing
roadway and hardscape along 174111 Street, summarized below:
- Multiple segments of damaged sidewalk all along eastbound
174111 Street within the project boundaries.
- Sections of roadway along eastbound 174111 Street that are
poorly graded, resulting in a bumpy ride and accumulation
of stormwater.
- Large, highly visible cracks on the existing pavement on both
sides of the road.
- Damaged Valley Gutter adjacent to the bus stop along
westbound 174111 Street, just west of Collins Avenue.
- Broken portions of Curb and Gutter along westbound 174111
Street approximately 350' west of Collins Avenue.
Cracked Pavement along
Eastbound 1741h Street
. Existing Drainage Conditions: Based on our research, our site
assessment, and our vast experience with similar projects, we
have determined that there are several significant drainage issues
along 1741h Street:
- Existing inlets and pipes are frequently clogged with debris
and sediments due to many surrounding trees, particularly
along eastbound 1741h Street, just west of Collins Avenue.
Weeds have grown around and inside some inlets, reducing
the area required to collect stormwater.
- Low points along eastbound 174111 Street with no existing
drainage inlets, causing ponding of stormwater much after a
storm has passed. Ponded Stormwater
- Existing inlets in poor conditions along westbound 174111 Street,
causing a safety concern for sidewalk pedestrians.
- Lack of existing drainage infrastructure in the northern section of the project, beginning at the complex
curve.
. Maintenance of Traffic (MOT): The City of Sunny Isles Beach is a highly residential and touristic area. Maintenance
of both vehicular and pedestrian traffic along 1741h Street is crucial to the success of the project. The MOT setup
must be carefully coordinated in order to not cause a safety hazard, affect the aesthetic appeal of the area, or
bring about unnecessary inconvenience to local residents and tourists.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
21
Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFP# 11-11-02
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
Approach to the Proiect
As mentioned before, our Team performed a research of the existing conditions along 174th Street and studied the
constructability challenges of this project in order to propose feasible and practical solutions to the problems. Below is
a summary of the proposed roadway and drainage improvements as requested by the City in this RFQ.
Proposed Drainage Improvements:
Based on our analysis of the existing drainage conditions and in our experience in Miami Beach, we believe that the
proposed drainage system should be based on increasing the capacity of existing drainage infrastructures. New catch
basins, drainage wells, pipe upsizing and outfalls were considered in different alternative solutions for this project.
APCTE has designed several roadway and drainage improvements projects in Miami Beach with the same
characteristics of this project. Below is a summary of the alternative solutions that we have developed for 174th Street,
the construction implications of every alternative and our final recommendation to the City of Sunny Isles Beach:
Alternative 1: New Drainage System based on Gravitv Wells:
The proposed drainage system will replace all the existing catch basins, install
new drainage pipes (15" minimum diameter) and construct 4 to 5 drainage
wells with minimum separation of 100 feet. The proposed drainage well
structures will have double chambers and a baffle to comply with the 90
second retention time required by the Florida Department Environmental
Protection (FDEP) (See Detail 1). Data regarding well capacity collected in the
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Detail 1- Gravity Well Inlet
area indicates that the new wells will achieve a capacity between 800 gpm/ft of head and 1000 gpm/ft of head; which
is extremely good for a drainage system. The construction implications of this alternative will be the maintenance of
traffic, drilling the wells in a residential neighborhood, protecting the existing landscaping and conflicts with the
existing utilities. The only disadvantage of this alternative is that the proposed drainage system will rely only on the
capacity of the drainage wells without any overflow into an outfall.
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Alternative 2: New Drainage System based on a New Outfall:
As Alternative 1, the proposed drainage system will replace all the existing catch
basins, install new drainage pipes (15" minimum diameter) and construct a new
outfall (See Detail 2) that will discharge into the adjacent canal that is directly
connected to the Intracoastal Waterway. The construction implications of this
alternative will be the maintenance of traffic, protecting the existing
landscaping, conflicts with the existing utilities and the need for an easement to
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,;'. PROPOSED OUTFALL
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Detail 2 - Outfall wI Manatee Grate
install the new outfall. Additional permits will be required as well from the US Army Corp of Engineers for the new
outfall. The disadvantage of this alternative is the need for an easement to construct the mentioned outfall.
Alternative 3: New Drainage System based on Gravitv Wells and New Outfall:
The proposed drainage system will also replace all the existing catch basins, install new drainage pipes (15" minimum
diameter) and construct 4 to 5 drainage wells (See Detail 3) with minimum separation of 100 feet and new outfall hat
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
OF sut!
will discharge into the adjacent canal that is directly connected to the
Intracoastal Waterway. The proposed drainage well structures will also have
double chamber and a baffle to comply with the 90 second retention time
required by the Florida Department Environmental Protection (FDEP). The
construction implications of this alternative will be the maintenance of traffic,
drilling the wells in a residential neighborhood, protecting the existing
landscaping, conflicts with the existing utilities and the need for an easement
to install the new outfall. Additional permits will be required as well for the
new outfall from the US Army Corp of Engineers. The disadvantage of this
alternative is the need for an easement to construct the mentioned outfall.
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Detail 3 - Gravity Well Manhole
Alternative 4: New Drainage System based on Exfiltration System:
As in the previous alternatives, the proposed drainage system will replace all
the existing catch basins, install new drainage pipes (15/1 minimum diameter)
and construct section of exfiltration systems between the new catch basins
(See Detail 4). The proposed drainage structures that are directly connected to
the exfiltration systems will be provided with retardant pollution baffles and
3.5' sumps as required by Miami-Dade County. Data of percolation tests
collected in this area indicates poor percolation rates (10'5 gpm/ft), which
-
.-- PlASTIC filTER FAQRIC
.. O'iCRlAP l' Mltl
I ..1"....'......../--......,....,...... ..._h....1
1 "1 ' ..",ew, i . I
-,.:~Jt~lI~~~~ !I!!
P1f>EII~~~~._..-i:\ t ~201lNGW ~j~Q
'! '''eA!.LAST i!\ ..,t;.8
80TTOMElfV'~\~ ROCK'\\:I \"PlASTlCfILTln !~gj
"'!!!"!~L'V.~~;;;:':~h .f.AB'~u....mj.
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EXFltTRATIQN TRENCH DETAil
_~_~~.~~_~.._.,_ww._._
gives us an indication that a drainage system based on exfiltration system is not Detail 4 - Exfiltration Trench
recommended for this area of Sunny Isles Beach. The construction implications of this alternative will be the
} maintenance of traffic, constructing the exfiltration system (15 feet deep) next to the adjacent buildings, protecting
the existing landscaping and conflicts with the existing utilities. The disadvantage of this alternative is that the
proposed drainage system will rely only on the capacity of the exfiltration system, which is not good in this area.
Recommended Alternative:
Based on the description of the above alternatives and our experience of this type of project, we strongly recommend
Alternative 3 for this project due to the following reasons:
. New catch basins and pipe will increase the collection capacity of the drainage system
. Well infiltration rates in this area are very good
. A new outfall will bring a safety factor to the system and more protection against flooding to 174th ST
If the process of obtaining an easement becomes too expensive, the second best alternative would be Alternative 1.
Roadway Improvements: After the new drainage is installed, milling and resurfacing of the existing pavement will be
required. Special consideration should be given to the preparation of the Pavement Design Package. Signing and
pavement marking plans will be also be part of this project. The proposed improvements will be coordinated with the
local residential/business community in order to maintain or improve access to their properties.
Permits Requirements: A Class II Permit from Miami-Dade Permitting, Environment and Regulatory Affairs (PERA) will
be required if discharge into the adjacent canals is proposed. A Permit from the U.S. Army Corp of Engineers (USCOE)
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
will be required for construction within the limits of the Intracoastal Water Way Canal. Early coordination with these
agencies is a key factor to expedite the permitting process.
Maintenance of Traffic (MOT): A comprehensive MOT Plan will be developed during the design process in order to
minimize the impacts to the traffic of this important area. Allowable work hours shall be coordinated with local
residences and the City; night work will not be permitted. MOT will be a primary task for our Team.
Specifications: A thorough set of technical specifications will be prepared in order to detail the sequence of
construction and other construction activities, construction materials, and measurement and payment items
necessary for the success of this project.
Post Design Services: A quick turnaround will be provided for responses to Requests for Information (RFI's) and review
of Shop Drawings during the bidding and construction process. Our firm employs over thirty (30) Construction
Engineering and Inspection (CEI) personnel, which will provide the City with outstanding construction service
capabilities.
4.2 Overall Organization to Completing the Project
APCTE recognizes the importance of creating a threefold approach to a project involving the work called for by this
RFQ: Conceptual, Technical and Managerial Approach. When the Conceptual stage of a project is omitted, the most
original and efficient ideas are lost, and the focus of the project becomes dull and "routine" in nature. In order to have
a worthwhile project that makes a first-class lasting statement, a highly qualified Team of professionals must first
take time to analyze each and every possible alternative solution for each individual circumstance, prior to the
selection of the best one. A sample of APCTE's Conceptual Approach was depicted in the previous Section (4.1L where
an analysis was made of the several alternatives to solve the drainage deficiencies along 174th Street, and after the
feasibility of each alternative was considered, a recommendation was made regarding the preferred solution.
The most important element in the next step of the approach to this contract, the Technical Approach, will be for the
consultant Project Manager to become fully aware of the City of Sunny Isles Beach's standards and regulations, plans
production and permitting requirements, and general preferences with respect to the proposed roadway and drainage
improvements. Projects that begin with the adequate technical approach sail smoothly throughout the entire
design and construction process. Plans submittal activities will consist of the following phases:
. Initial Site Investigation: includes geotechnical testing, field survey, analysis of any existing plans or as-built
information, verification of existing field conditions and identification of areas in need of roadway and
drainage improvements.
. Initial Engineering: design reports, conceptual design analysis, preliminary plans, and initial cost estimates;
also involves coordination with utility companies and regulatory agencies such as Miami-Dade County
Permitting, Environment, and Regulatory Affairs (M-D PERA, previously M-D DERM) and Florida Department of
Environmental Protection (FDEP).
. Final Engineering: includes preparation and distribution of roadway and drainage plans and the specifications
package.
. Production Completion: includes a complete set of signed and sealed construction documents, executed utility
certification letters from each of the affected utility companies and permit certification from the regulatory
agencies.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
APCTE will provide a monthly written progress report to the City's Project Manager describing the work performed
on each task. At each phase submittal, the project book will be submitted including relevant technical design
information and managerial documentation pertinent to the level of completion of the plans as per the approved
scope.
APCTE will use a "hands-on" Approach to effectively satisfy the contract conditions. This approach will include the
following:
. A streamlined production oriented Team.
. An experienced staff and state of the art resources necessary to complete projects assignments to a high level
of technical and professional quality.
. Monthly production staff meetings including sub-consultants.
. Completion of project on schedule and within budget.
4.3 Ability to meet deadlines
APCTE is aware of the issues to be faced in providing the services required for this RFQ, and we are ready to meet the
challenge. APCTE is known for always meeting all deadlines and established schedules. The APCTE Team is
committed to provide the City of Sunny Isles Beach with innovative quality solutions surpassing the levels of
satisfaction expected by the City.
APCTE is exceptionally familiar with the specific order in which design and construction management events need to
take place in order for the projects to be completed within the proposed schedule and work program budget
constraints. In order to guarantee the City that all of its timelines will be met, APCTE has dedicated countless hours to
studying the proposed scope of services and gaining a comprehensive understanding of the goals of this project. To
this end, APCTE has assigned its best water resources, drainage, and roadway engineers to develop technical
solutions that will meet the challenges of this project. The same staff that has developed the technical solutions
presented in the "Approach to the Project" Section (4.2) of this Technical Proposal will guide this project through its
successful completion.
The APCTE Team has developed a preliminary project activity/event schedule, as shown in Section 2.3 of this Technical
Proposal.
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
5.0 REFERENCES
The names of previous clients that our firm has contacted to provide letters of reference to the City of Sunny Isles Beach are indicated below:
Name:
Position:
Address:
Phone:
Fax:
Email:
Project:
Name:
Position:
Address:
Phone:
Fax:
Email:
Project:
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Name:
Position:
Address:
Phone:
Fax:
Email:
Project:
Name:
Position:
Address:
Phone:
Fax:
Email:
Project:
AIi Toghiani, P.E.
FDOT District 6 Drainage Engineer
1000 NW 111 Avenue
Miami, FL 33172
(305) 470-5343
(305) 470-5547
aiL toghiani@dot.state.fl.us
SR-826/SR 836 Interchange Reconstruction, Section 5,
Ana Maria Garcia
Village of Biscayne Park, Village Manager
640 Northeast 114th Street
Biscayne Park, FL 33161
(305) 899-8000
(305) 891-7241
aga rcia@biscayneparkfl.gov
Village of Biscayne Park Drainage Improvements
Manuel (Manny) Mejido
Project Manager, City of Miami Capital Improvements Program
444 SW 2nd Avenue, 8th Floor
Miami, FL 33130
(305) 416-1289
(305) 416-2153
mmejido@miamigov.com
NW/NE 14th ST Roadway and Drainage Improvements
Orlando Misas
Project Manager/Utility Coordinator, City of Miami Capital Improvements Program
444 SW 2nd Avenue, 8th Floor
Miami, FL 33130
(305) 416-1038
(305) 416-2153
omisas@miamigov.com
Miami River Greenway Roadway and Drainage Improvements
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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Florida Department of Transportation
RICK SCOTT
GOVERN'OR
District Six
1000 NW 1111h Avenue
Miami. FL 33172
ANANTH PRASAD
SECRETARY
November 22nd,2011
To: Jane A. Hines, CMC, City Clerk
City of Sunny Isles Beach, FL
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Name:
Position:
Address:
AIi Toghiani, P.E.
FDOT District 6 Design Project Manager
1000 NW 111 Avenue
Miami, FL 33172
Phone:
Fax:
Email:
(305) 470-5343
(305) 470-5480
AI i. T ogh ia n i@dot.state.fl.us
Dear Ms. Hines & Selection Committee Members:
The Florida Department of Transportation (FDOT) holds records of past performance on behalf
of our Consultants. This information is being provided to assist the City of Sunny Isles Beach in
the selection process for its Request for Qualifications for Civil Engineering Services to Design
Street and Drainage Improvements (RFQ No. 11-11-02). Please be advised that A&P Consulting
Transportation Engineers (APCTE) was responsible for the design of the following project:
SR-826jSR 836 Interchange Reconstruction, Section 5, Miami-Dade County, FL
Description of Proiect - Designer of record for this Design-Build Project. Responsible for
producing drainage plans, drainage structure sheets and details, storm-water management
reports and storm-water modeling for the entire interchange reconstruction. This project
includes more than 600 drainage structures that will serve one of the biggest and most
important interchanges in Miami-Dade County. APCTE was also responsible for preparing
Bridge Hydraulic Reports for the North Line Canal, Venetian Canal, and Airport Canal. In charge
of preparation of lighting plans, calculations, and reports, utility coordination, and relocation of
water main, gravity sewer, and force main pipelines. Permitting involved coordination with M-D
DERM, DOH, M-D Fire Department, and the Miami-International Airport.
www.dot.state.f1.us
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My evaluation for this project is as follows (based on scale of 1-10):
Page 2
. Suitability of the methodologies and approaches used in achieving tasks
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. Overall organization to completing the project
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. Ability to meet desired timelines and deadlines
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If you require any additional information regarding this matter, please do not hesitate in giving
me a call at (305 70-5343.
Sin(JII 'L-----J 1/9-./)-/ 'J"//
AIi Toghiani, P.E.
FDOT District 6 Design Project Manager
AT
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Roxanna Ross
Mayor
Village of Biscayne Park
640 NE 114th Street
Biscayne Park, FL 33161
Tel: 305 899 8000
Fax: 305 891 7241
www.biscayneparkfl.gov
Robert "Bob" Anderson
Vice Mayor
Steve Bernard
Commissioner
Albert Childress
Commissioner
Bryan Cooper
Commissioner
Ana M. Garcia
Village Manager
November 9, 2011
John J. Hearn
Village Attorney
City of Sunny Isles Beach
Attn: Jane A. Hines, CMC,
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Marla C. Camara
Village Clerk
Dear Ms. Hines & Selection Committee Members:
The Village of Biscayne Park has implemented a process that collects past performance information on various
Consultants that perform Engineering Services. This information is being provided to assist the City of Sunny
Isles Beach in the selection process for its Request for Qualifications for Civil Engineering Services to Design
Street and Drainage Improvements (RFQ No. 11-11-02). Please be advised that A&P Consulting
Transportation Engineers (APCTE) was responsible for the design of the following projects:
Village of Biscayne Park Drainage Improvements
The project consists of the construction of a new drainage system for several sites that reported flooding due to
poor grading and the lack of drainage systems. These areas or sites are located in the Village of Biscayne
Park, in Miami-Dade County, Sections 29, 30, 31 and 32. Township 52 South, Range 42 East, and include:
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. NE 8 Ave. from NE 115 STto NE 117 ST (Site B)
. NE 116 ST from NE 8 Ave. to NE 10 Ave. (Site C)
. NE 9 CT from NE 109 ST to NE 115 ST (Site D). Already constructed.
. NE 108 ST from NE 9 Ave. to NE 109 ST (Site E)
. N.E. 9th Ave. from N.E. 113th Street to N.E. 115th Street (Site G)
Proposed Drainage System was based on French drains and new catch basins that will convey the runoff
generated by these sites into the proposed French drains. It should be noted that baffles are being proposed all
structure for capture any floating debris.
My evaluation for this project is as follows (based on scale of 1-10):
. Suitability of the methodologies and approaches used in achieving tasks: 10
. Overall organization to completing the project : 10
· Ability to meet desired timelines and deadlines : 1 0
If you require any additional information regarding this matter, please do not hesitate in giving me a call at
(305) 8998000, or agarcia@biscayneparkfl.gov.
Sincerely yours,
V(h'lIa !3 of Biscayne Park
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Ana M. Garcia
Village Manager )IIA .
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Qttft] of 4ffi{iami
JOHNNY o'vlARTINEZ, P,E.
City Manager
To: Jane A. Hines, CMC, City Clerk
City of Sunny Isles Beach, FL
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Phone:
Fax:
Email:
Manuel Mejido
Project Manager, City of Miami Capital Improvements Program
Department of Capital Improvements
444 SW 2nd Avenue, 8th Floor
Miami, FL 33130
(305) 416-1289
(305) 416-2153
mmejido@miamigov.com
Name:
Position:
Address:
Dear Ms. Hines & Selection Committee Members:
The City of Miami is pleased to serve the City of Sunny Isles Beach as a reference for A&P Consulting
Transportation Engineers (APCTE) in the selection process for its Request for Qualifications for Civil
Engineering Services to Design Street and Drainage Improvements (RFQ No. 11-11-02). The following is a
brief description of the scope of services and evaluation of APCTE for the NW/NE 14th Street Roadway
and Drainage Improvements, from FEC Railroad to NE 2nd Avenue (Design Completed in 2009).
The proposed improvements consist of a total reconstruction of an existing two lanes urban road,
construction of new curb & gutter and sidewalk, installation of a new drainage system and new lighting.
The Proposed Drainage System was based in French drains with emergency overflows into the existing
outfall pipes. The proposed drainage system was divided into three basins: 1) Basin 1: from FEC RR N.
Miami AVE: Proposed drainage was a 24" French drain system located on the south side of the road.
This system was connected to an existing 15" pipe at NW Miami CT. 2) Basin 2: from N. Miami AVE to NE
Miami PL: Proposed drainage improvements are based on a new French Drain located on the north side
of NE 14th ST and connected to an existing 12" pipe located on NE Miami CT. 3) Basin 3: from NE Miami
PL to NE 2nd AVE: The proposed drainage improvements include a new French Drain located on the
north side of NE 14th ST, and a discharge connection located at NE 1st CT.
Proposed improvements include also upsizing existing 12" pipe to 15" pipe. Along N. Miami AVE there
were minor drainage improvements limited to changing inlet tops as needed by the proposed roadway
improvements, The length of French Drain provided complies with the water quality requirement.
Minimum roadway elevations were established following the Miami-Dade County Flood Criteria Maps,
My evaluation for this project is as follows (based on scale of l-lD):
. Suitability of the methodologies and approaches used in achieving tasks
. Overall organization to completing the project
. Ability to meet desired timelines and deadlines
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CAPITAL IMPROVEMENTS PROGRAM
444 S.\-\'. 2nd Avenue, 8th Floor / Miami, FL 33130/ (305) 416-1280/ Fax: (305) 416-2153
Mailing Address: P,O. Box 330708 Miami, FL 33233-0708
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If you require any additional information regarding this matter, please do not hesitate in giving me a call
at (305) 416-1289.
Manuel Mejido
Project Manager, City of Miami
QIit~ of 4Hffiami
JOHNNY MARTINEZ, I'.L
City ,'v\anager
To: Jane A. Hines, CMC, City Clerk
City of Sunny Isles Beach, FL
18070 Collins Avenue
Sunny Isles Beach, FL 33160
November, 17, 2011
Phone:
Fax:
Emall:
Orlando Misas
Project Manager/Utility Coordinator, City of Miami Capital Improvements Program
Department of Capital Improvements
444 SW 2nd Avenue, 8th Floor
Miami, FL 33130
(305) 416-1038
(305) 416-2153
omisas@miamigov.com
Name:
Position:
Address:
Dear Ms. Hines & Selection Committee Members:
The City of Miami contracted with A&P Consulting Transportation Engineers (APCTE) to provide
engineering services for the preparation of construction documents for the drainage and roadway
improvements along the Miami River Greenway (2009) project described below.
The Miami River Greenway project begins on SW 1st Court just south of the Miami River, then continues
east along the north side of SW 7th Street, goes north throughout the extents out of SW 1st Ave.,
extends along S. Miami Place, continues east through all of SW 6th Street and SW Miami Ave. Road until
it reaches the S. Miami Ave. overpass. The area consists of a 2-lane bi-directional roadway in need of
beautification and Greenway Path implementation to complete a portion of the Miami River Greenways
Project across Miami-Dade and the Miami River corridor.
Proposed drainage improvements were focused on SW 6th Street where the proposed sidewalk
widening required relocating and replacing the existing catch basins. A section of French drain was
designed along this corridor to provide water quality treatment and to improve the existing drainage
condition of the project area, especially the intersection between SW 6th Street and SW Miami Ave.
Road. The amount of French drain provided does not comply with the 100% of DERM requirement due
to conflicts with several existing utilities in the area, however in addition to the French drain, pollution
retardant baffles were proposed in all control structures prior the connection to existing outfalls to
improve the quality of the water discharged into the Miami River.
My evaluation for this project is as follows (based on scale of 1-10):
. Suitability of the methodologies and approaches used in achieving tasks
. Overall organization to completing the project
. Ability to meet desired timelines and deadlines
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CAPITAL IMPROVEMENTS PROGRAM
444 5,\'\1. 2nd Avenue, 8th Floor / Miami, FL 33130/ (305) 416.1280/ Fax: (305) 416.2153
Mailing Address: 1'.0, Box 330708 Miami, FL 33233-0708
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Request for Qualifications
Civil Engineering Services to Design Street and Drainage Improvements RFQ#11-11-02
6.0 OFFICE LOCATION
1) Prime Consultant: The responsible office for this project will be APCTE's Main Office located at:
A&P Consulting Transportation Engineers
10305 Doral Boulevard, Suite 115,
Doral, FL 33178
. Contact Person: Mr. Arnelio Alfonso, P.E., Senior Project Manager
. Phone: (305) 592-7283 ext. 210
. Email: aalfonso@apcte.com
2) Surveying, Mapping, and Subsurface Utility Engineering: Hadonne's responsible office for this project is located at:
Hadonne
1985 NW 88th Court, Suite 202,
Doral, FL 33172
. Contact Person: Mr. Eduardo M. Suarez, PSM, Vice President
. Phone: (305) 266-1188
. Email: esuarez@hadonnepolaris3.com
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3) Geotechnical Engineering: Geosol's responsible office for this project is located at:
Geosol
6020 NW 153rd Street
Miami Lakes, FL 33014
. Contact Person: Mr. Oracio Riccobono, P.E.
. Phone: (305) 828-4367
. Email: geosolusa@bellsouth.net
A&P CONSULTING TRANSPORTATION ENGINEERS, CORP.
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DELIVER TO:
) City of Sunny Isles Beach
) City Clerk
18070 Collins Avenue
) Sunny Isles Beach, FL 33160
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REQUEST FOR
QUALIFICATIONS
SECTION 6
BID SUBMITTAL FORMS
OPENING: 10:00 A.M.
12-02-11
PLEASE QUOTE PRICES F.O.B. DESTINATION, LESS TAXES, DELIVERED IN
CITY OF SUNNY ISLES BEACH, FLORIDA
NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be
less all taxes. Tax Exemption Certificate furnished upon request.
Issued by:
Purchasing Agent
Date Issued:
11-08-11
This Bid Submittal Consists of
Pages 20 through 23
Sealed bids are subject to the Terms and Conditions of this Request for Qualifications and the
accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are
attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk
at the address shown above until the above stated time and date, and at that time, publicly opened for
furnishing the supplies or services described in the accompanying Bid Submittal Requirement.
RFQ 11-11-02
CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS
A Bid Deposit in the amount of 0% of the total amount of the bid shall accompany all bids
A Performance Bond in the amount of 0% of the total amount of the bid will be required upon execution
of the contract by the successful bidder and City of Sunny Isles Beach
Procurement Aaent:
Marcanthony Tulloch
Firm Name:
A&P Consultina Transportation Enaineers. Corp.
Commodity Coders):
RETURN ONE ORIGINAL AND FOUR COPIES OF BID SUBMIlTAL PAGES AND AFFIDAVITS
FAILURE TO SIGN PAGE 23 OF SECTION 6 BID SUBMIlTAL WILL RENDER YOUR BID NON-
RESPONSIVE
City of Sunny Isles Beach I Request for Qualifications No. 11-11-02
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SECTION 6
BID SUBMITTAL FOR:
ACKNOWLEDGEMENT OF ADDENDA
INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES
PART I:
LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION
WITH THIS BID
Addendum #1, Dated f:'.IQ\lember 14, 2011
Addendum #2, Dated
Addendum #3, Dated
Addendum #4, Dated
Addendum #5, Dated
Addendum #6, Dated
Addendum #7, Dated
Addendum #8, Dated
PART II:
D NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID
TITLE OF OFFICER: President
DATE: 11/28/2011
FIRM NAME:
AUTHORIZED SIGNATURE:
City of Sunny Isles Beach I Request for Qualifications No. 11-11-02
BID SUBMITTAL FORM
Bid Title: CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE
IMPROVEMENTS
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The undersigned Proposers proposes and agrees, if this Bid is accepted, to enter into an agreement with
The City of Sunny Isles Beach in the form included in the Contract Documents to perform and furnish all
Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract
Time indicated in this Bid and in accordance with the other terms and conditions of the Contract
Documents.
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The Proposers accepts all of the terms and conditions of the Advertisement or Request for Qualifications
and Instructions to Proposers, including without limitation those dealing with the disposition of Bid
Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The
Proposers agrees to sign and submit the Agreement with the Bonds and other documents required by the
Bidding Requirements within ten days after the date of the City's Notice of Award.
In submitting this Bid, the Proposer represents, as more fully set forth in the Agreement, that:
· The Proposer has familiarized himself/herself with the nature and extent 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 the Work.
· The Proposer has given the City written notice of all conflicts, errors,
discrepancies that it has discovered in the Contract Documents and the written
resolution thereof by City is acceptable to the Proposer.
· This Bid is genuine and not made in the interest of or on behalf of any
undisclosed person, firm or corporation and is not submitted in conformity with
any agreement or rules of any group, association, organization, or corporation;
the Proposer has not directly or indirectly induced or solicited any other
Proposers to submit a false or sham Bid; the Proposer has not solicited or
induced any person, firm or corporation to refrain from Bidding; and Proposer
has not sought by collusion to obtain for itself any advantage over any other
Proposers or over the City.
The City and the successful Proposer will establish completion times for each individual Work Item and
the successful Proposer agrees that the work will be completed within the time frames agreed upon and
stipulated in the individual Purchase Orders and/or Notice to Proceed.
City of Sunny Isles Beach I Request for Qualifications No. 11-11-02
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Firm Name: A&P Consulting Transportation ENgineers, Corp.
_10305 N.W. 41st Street, Suite 115, Doral, Florida 33178
Street Address:
Mailing Address (if different):
Telephone No. _305-592-7283
Fax No. _305-593-1594
Email Address:_agacosta@apcte.com
FEIN No. 6/5-0/7/7/0/5/8/3
Title:_President
THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO
BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE
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 DOCUMENT WHICH UNEQUIVOCALLY BINDS THE
PROPOSER TO THE TERMS OF ITS OFFER.
City of Sunny Isles Beach I Request for Qualifications No. 11-11-02
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City of Sunny Isles Beach I Request for Qualifications No. 11-11-02
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NON-COLLUSION AFFIDAVIT
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
Or sutl
STATE OF FLORIDA
COUNTY OF MIAMI.DADE
The undersigned being first duly sworn as provided by law, deposes, and says:
This Affidavit is made with the knowledge and intent that it is to be filed with 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 this Bid.
The undersigned is authorized to make this Affidavit on behalf of,
A&P Consulting Transportation Engineers, Corp.
(Name of Corporation, Partnership, Individual, etc.)
a, _Corporation
(Type of Business)
, formed under the laws of Florida_
(State)
of which he is _President
(Sole Owner, Partner, President, etc.)
Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the
undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any
department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein.
)
This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 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 other proposers; and all statements contained in
the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph
10.2, has dJr t1y or indirectl~~~ritled said Bid or the contents thereof, or divulged information or data relative thereto, to any association or
'''(1' ""''"' ~t!
Ant~t ~costa, P.E. 'fJ President
AFFIANT'S NAME AFFIANT'S TITLE
TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this~ day of De (.eo.tJeJl
,20llj.'
Personally Known
or Produced Identification vi'
Type of identification FL. Do i JeJl~ Lc CeNt t'.
(Affix seal here)
$~fi/tl.!!t,__ Julia E, 'Boyce
g~.:&' ..~~COMMISSION#EE088121
-.". ...;
;~~ .... ;Ii EXPIRES: FEB. 09,2014
"'",g.;,f.i"'" WWW.AARONNOTARY.com
NO
DECWBER 28.2010
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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 SUN
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES, 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 statement is submitted to City of Sunny Isles Beach
by Antonio G. Acosta, P.E. - President
- [print individual's name and title]
for_A&P Consultina. Transportation EnQineers, Corp.
[print name of entity submitting sworn statemenl]
whose business address is:
10305 NW, 41 st Street, Suite 115, Doral, Florida 33178
and (if applicable) its Federal Employer Identification number (FEIN) is_65-0n0583
(If the entity had no FEIN, include the Social Security Number of the individual signing this sworn
statement: .)
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 constituting a controlling
interest in another person, or a pooling of equipment or income among persons when not for fair
2 of 7
DECEf~BER 28. 2010
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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.
11.5. 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.
11.6. 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.)
_X_ 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 THRESHO D AMOUNT .ROVIDED IN SECTION 287.017, FLORIDA
STATUTES, FOR CATEGORY TWO OF ANY, GE IN T I FO MATION CONTAINED IN THIS FORM,
By:
(Signatur
_Antonio G. Acosta, P.E,
(Printed Name)
_President
(Title)
.lJ Swo~n to a~d su~scribed before me this ~ day of
ttlV-trJIV/{) (-1 t!(lO~-ft?1 p.c: .
(AFFIX NOTARY STAMP HERE)
.\\''$...~.''f!:''", Julia E ..8oyca
ff/i:&"~~ COMMISSION # E.&088121
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~CeNJ betL
, 201L-, by
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Signature: Notary Public - State of Florida
.J ld I' D... ~. RO<.:j(E~-
Print or Type Commissioned Name
Personally Known OR Produced Identification V
Type of Identification Produced ~ { /)(Li V Vtl S I A' ( fNSf
10/1998 3 of 7
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EQUAL OPPORTUNITY /
AFFIRMATIVE ACTION
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach. FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
EQUAL OPPORTUNITY I 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 and regulations prohibiting discrimination based on race,
~~II~;f. religiaEi~ge, handicap, marital status, and political affiliation or
Signed: A~~~ G. Acosta"::(t~ I!p
Title: President
Firm: A&P Consulting Transportation Engineers, Corp._
Address: 10305 N.W. 41st Street, Suite 115, Doral, Florida 33178_
DECEIABER 28. 2010
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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 INTEREST 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 Antonio G. Acosta, P.E.
deposes, and states:
, who was duly sworn,
18.1. I am the President
A&P Consulting Transportation Enigneers_with a local office in _Doral
_Doral
of
and principal office in
18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No, RFQ 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
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 from
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.
18.8 I 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
Immed,at:;;E,t(J"g tie, Bea,h.
~T ~ Print or Type Name and Title
Sworn to and subscribed before me this I ~t day of DJl c em h.e{Z.
o Personally Known OR ~
if Produced Identification ; Type of Iden~tifi ation r L-
~ fJ
NOTARY PUBLIC STATE OF FLORIDA
,2010.
, 201~,
'])(li II ea s L i (~NCJ..t
,~
.l~~~''!.t:",,, Julia E.8oyce
i~':l'~~ COMMISSIO,N 6EE088121
-':!I.' .",,-
~~~.... ~iEXPIRES: FEB. 09,2014
...."',~~\\'~ WWW.AARONNOJARY.c:cm
DECEMBER 28.2010
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DISPUTE DISCLOSURE
City of Sunny Isles Beach
18070 Collins 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?
,
NO_X
YES
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 X 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 the City of Sunny Isles Beach.
_11/28/11
Date
Authorize Signature
_Antonio G. Acosta, P.E.
Print or Type Name and Title
DEcEr~BER 28.2010
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ANTI-KICKBACK
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
or svt-l
ANTI-KICKBACK AFFIDAVIT
STATE OF FLORIDA )
)
COUNTY OF MIAMI -DADE )
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 m or any member of my firm or
by an officer of the corporation.
By:
Title: President
)... The foregoing instrument was ackno~ledged before me t~is } SI- day of
V<2cemb-erL , 20--1.L, by tIlrJ-f-DN/O &r, b4{OS~1 P. C: . [name
of per;;qq], ,as ~n.fs"d(7(\)t- [type of authority], for
f) arvel r f!orv-swl N(j [name of party on behalf of whom instrument was
executed] .
AFFIX NOTARY STAMP HERE:
J:~' f ~
N ry Public - Sta 0 Florida
J u I ('C{ r; I 86L/Cc
Print or Type Commissioned Name
\'''''''' J ,. E 8
~,t~Y.f'dt'-.. U 18 . I oyce
i~':&"~~ COMMISSION # EE088121
-~. .~- .
\~~.... ~iEXPIRES: FEB. 09,2014
"'"ff..~,\" WWW.AARONNOTARY.com
Personally Known OR Produced Identifica~ion t/
Type of Identification Produced r:::-L ])(//I/eJ2S LiceN~
DECElABER 28, 2010
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