HomeMy WebLinkAboutNew Millennium
April 25, 2007
Mr. Rick Connor, Director of Public Works
City of Sunny Isles Beach Office of the City Clerk
18070 Collins Avenue
Sunny Isles Beach, Florida 33160
VIA: Hand Delivery
RE: Request for Qualification No. 07-03-01
Professional General Engineering Consultants for the North Bay Pedestrian and
Emergency Vehicle Bridge and the Town Center Park Observation Deck and
Boardwalk
Dear Mr. Connor:
New Millennium Design Consultants, Inc. is pleased to express our interest in providing
professional engineering services for the City of Sunny Isles Beach. Enclosed please find our
proposal for the above referenced project. Included are (5) copies of the proposal for your review
and consideration.
.
In our proposal we introduce to you our team consisting of qualified key personnel with various
types of engineering project experience. Our team is structured with the abilities and commitment
to provide the highest quality of services for a successful project.
In addition with New Millennium Design Consultants, Inc. we include subconsultants who are
experts in their fields and have extensive knowledge and commitment. Our experienced
professionals incILlde:
y TY UN INTERNATIONAL / H.J. ROSS
y GEOSOL,lnc,
y Manuel G. Vera and Associates, Inc.
y Media Relations Group, LLC
We look forward to having the opportunity of working with you and City of Sunny Isles Beach
on this project and assure that it will be a total success.
Sincerely,
\'"
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NEW MILLENNIUM DESIGN CONSULTANTS, INC.
Eugenio L~E
Principal
( /
/ /
4868 SW 72nd Avenue, Miami, FL 33155. Phone: 305.667,4772 . Fax: 305.667,1790. www,nmdceng,net
4'\' North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
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TABLE OF CONTENTS
I.
TEA M QUA LI F I CAT IONS .....................................................................................................................................1
1.1 GEOTEClI~Ic..\l. SEI{\'ICES 3
1.2 I)ESIG:'o\ SURVEY 4
1.3 PUBLIC I:'o\VOLVI':,\IEI\"T 4
2. PEl) ESTRI AN / EM ERG E NCY VE H I C LE BRI I)G E ..........................................................................................5
2.1. PIW.JECT ISSIIES FOI{ BRJI)GE 5
2.1.1. SI'A:'o\ CO:'o\FIGIIIUTlO:\ 5
2.1.2. BI{lI)GE Tn'E ALTER:'o\ATlVES 6
2.1.3. MAI:'o\TEI\"Ai'lCE OF BI{lI)GE STIWCTlIRE 7
2.1.4. AESTlIETICS 7
2.1.5. RECO:\IJ\lE:'o\I)ED BI{lI)GE STlWCTUIU: 8
2.2. Ei'I\'IIW:\i\IE~TAI. PEI{:\IITTI:'o\G 8
2.3. DRAI:\AGE 9
3. ST A F FIN G P LA N . .... ......... ......... ............. ....................................... ...... ............. ........... ............. ............................. II
3.1. KEY PEI{SO:\"'El. II
. 3.2. PRO./ECT MANAGDIEI\T 12
3.4 PIW./ECT COOIWII\,\TIO:'o\ 12
3.5 TEA:\I AI'I'IWAClI 12
3.6 QIIALlTY COI\TIWL 12
4. DES I G N AN I) CO NSTR U CT ION SC HE I) U L E .................................................................................................. 13
5. PRE LI M I N AR Y CONSTR UCTION COST ESTI MATE ...................................................................................14
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"'~: North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
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REQUEST FOR QUALIFICATIONS NO. 07-03-01
PI{OFESSIONAL GENERAL ENGINEERING CONSULTANT FOR THE NORTH BAY ROAD PEDESTRIAN
BRIDGE AND EMERGENCY VEHICLE BRIDGE AND TilE TOWN CENTER PARK OBSERVATION DECK
AND BOARDWALK
I. TEAM QUALIFICATIONS
New Millennium Design Consultants, Inc. is pleased to submit this proposal to the City of Sunny Isles
Beach for consideration to provide professional general engineering consultant services as outlined in the
Request for Qualifications (RFQ) referenced above. New Millennium (fimnerly Delta Consulting
Engineers. Inc.) is a local multidiscipline engineering finn in Miami-Dade County. Our principals and key
personnel have several years of individual professional engineering experience working for the Florida
Department of Transportation. Miami-Dade Expressway Authority, Miami-Dade County and other
municipalities.
New Millennium Design Consultants (NM) experience stems from its CEI roots, from which it branched
into design to fill the void that exists between production and construction. The Design arm of New
Millennium has gained vast knowledge of practical design
for smoother construction from its experience with design
build and construction engineering, New Millennium is
known tor its expertise providing engineered solutions.
Our firm is familiar with the City, as we recently (2005)
designed the Sunny Isles Beach FPL Bridge Station. Our
firm was responsible for the structural design of FPL's
Bridge Station. The building was designed as an aesthetic
structure, given that the building location is situated in the
entrance to Sunny Isles.
As previously noted, our firm has partnered with various
municipalities to provide professional engineering
services. Most recently, New Millennium provided
engineering design services. speci fically bridge design
services, for the new major construction of the lvIDX-SR-
836 Bridges in Aliami. The project consisted of 8
bridges; most of these bridges were steel bridges that had
integral piers associated with them, A brief description
of our responsibilities on this project follows:
· A new Steel Box Girder Bridge with a span of
232 It over NW 127 Avenue and the FRI Rail
Spur.
· A new bridge for SR-836 over loth A venue that
consisted of a two span Pre-stressed Florida U-
Beam Bridge.
· The Rehabilitation of one Bridge SR-836 over
loth A venue.
· The complete QA/QC Review and Construction
staging f<Jr several Integral Pier and
Request for Qualifications No. 07-03-01
Sunny Isles FPL Beach Bridge Station
Sunny Isles Beach, Florida
MDX SR-836 Bridges
Miami-Dade County, Florida
Page 1 of 15
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New Millennium's expertise includes major bridge design
services. On the SR H26 Ramp A S'egmen/al Bridge project
our firm provided engineering services for the widening of
a single segmental concrete box ramp bridge. The structure
consisted of multiple spans in the plus 200 n range and is
on a 1000 Il curve. Our finn was responsible for complete
torsional and reaction analysis for the bridge in conjunction
with temporary supports for the widening of the segmental
bridge structure. This project required special tie down
supports that were designed by New Millennium to take
uplill reactions at low reactive piers. In addition, New
Millennium designed all temporary sheet piling and other
structural appurtenances for the successful widening of the
bridge.
.
On this project. New Millennium Design Consultants
(NM) will act as lead consultant on the project team. Our
responsibilities will include project management. bridge
design. roadway design. signing & pavement markings,
drainage design. specifications. utility coordination, post
design services. bid administration (procurement),
construction management and inspection (eEl) and quality
control.
For this particular project NM has teamed with T. Y. Lin
International I H.J. Ross. GeosoL Inc., Manuel G. Vera &
Associates. Inc. and Media Relations Group, LLC. Each
team member brings extensive experience in their discipline
to the team.
T. Y. Lin International I H.J. Ross will provide additional
structural design expertise. roadway, environmental
permitting. landscape architecture and lighting design
services.
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T. Y. Lin International I I-LJ. Ross (TYLI-I-1JR) is a world-
class bridge engineering consulting firm with major design
capability and is distinguished as a recognized world leader
in bridge design highlighted by consistent innovations in
design and construction of transportation structures. With
over 58 years of experience in South Florida (under its
former name of J-/..J. Ross Associate.,), the design of
pedestrian bridge structures has been a significant area of
focus for TYLI-I-1JR. They have completed over 30
SR-826 Ramp A Segmental Bridge
Miami-Dade County, Florida
Dagu Pedestrian Bridge, Foshan, China
Proposed Parkside Pedestrian Bridge,
Washington, DC
Request for Qualifications No, 07-03-01
Page 2 of 15
"'~:' North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
pedestrian and bicycle bridge projects in the past 1 0
years. Their continuous experience in this specialty has
allowed them to maintain strong expertise in all aspects of
the design,
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TYLI-HJR, located at 201 Alhambra Circle, Suite 900,
Coral Gables, Florida, and is recognized as a full-service
engineering linn with a multi-disciplined practice offering
planning, design and construction phase services. Its
involvement in highly visible and complex projects for both
private and public clients has placed the company at the
forefront 0 I' full service transportation design and
construction projects.
~
4th Avenue Bridge with Pedestrian/Bicycle
Paths and Aesthetics Features
Olympia, Washington
Over the years, TYLI-HJR has acquired the knowledge and
experience with South Florida regulations and their regulatory agencies which has resulted in the successful
completion of numerous projects. The linn's vast array of project experience has fostered a continuing
working relationship with jurisdictional agencies throughout South Florida. Regulatory agency
requirements have included lite safety, code compliance, permitting and environmental compliance. The
linn has coordinated closely with agencies such as the FDOT, Broward County Building and Fire
Departments, USACE, FDEP. and SFWMD on numerous projects.
TYLI-HJR has successfully completed contracts for many municipal clients involving complete facility
design and inspection, site development, plans review, ADA compliance, roadway and storm water drainage
improvements, traflic engineering, environmental mitigation and permitting, and construction management
services. Our municipal clients include the Cities of Fort Lauderdale, Plantation, Wilton Manors, Town of
Davie, Miami, Coral Gables. North Miami, West Miami, Miami Beach, the Town of Medley, Dania Beach,
and Tamarac.
I.] GEOTECHNICAL SERVICES
Geosol, Inc. (GEOSOL), is a small professional linn that was established in the year 2000. Since its
inception, the linn has grown from 2 to 12 employees. The lirm provides geotechnical engineering and
testing services, including subsurface exploration studies, laboratory testing, engineering, consulting, and
design of foundation systems. The linn has a reputation for providing high quality, creative and cost
effective geotechnical engineering solutions f()r clients in the private and public sectors. GEOSOL has
become very actively involved in the rapid growth of South Florida and has already participated as a Soils,
Foundations and Materials Testing sub-consultant in more than 250 major projects. GEOSOL clients
include Miami-Dade County I-lousing Agency, Miami-Dade County Public Works Department, Miami-
Dade County Transit Authority, FDOT, Tri-County Commuter Rail Authority and South Florida Counties.
GEOSOL engineers have over 20 years of geotechnical engineering experience and knowledge to evaluate
subsurface conditions to provide sound, practical and cost-effective foundation and earthwork design
solutions and recommendations.
Request for Qualifications No. 07-03-01
Page 3 of 15
..~.:, North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
Geotechnical services and capabilities include:
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. (i':ol.:chnical/Subsurl~lc': I::-_ploralions
. (icot.:chnical Laboralory T,:sling
. Building FounJation Analysis anJ Iksign
. I:arth Rd.:nlion Syst':llls Analysis & Iksign
. Marin.: Facililks Analysis anJ D.:sign
. (irounJ IlllproWIll.:11l F.:asibilily Sludi.:s
. Slop.: Stabilily I':\'aluations
. Road\\ay Soils SUI"\':~
. Bridg.: FounJalion i\nal~sis anJ (ksign
. Wa\'.: I:qualion Analys.:s of Dri\'.:n I'iks
. Foundation Insp,:clion and T,:sling
. Foundalion COSl Evalualions
. I'ik Dri\'ing Analysis (I'DA)
. I'ik Inl.:grily T,:sling (PIT)
. Ci,:ol.:chnicallnslrulll.:nlation
1.2 DESIGN SURVEY
Manuel G. Vera and Associates, Inc. was founded in 1973 as M.G.Vera, Land Surveyors. Key personncl
range from 10 years to over 20 years of experience in surveying and more importantly with our firm. The
lirm has been responsible It)r surveying/mapping services lor the Florida Department of Transportation,
Miami - Dade County, Miami-Dade Expressway Authority, City of Miami, and numerous Engineering and
Design linns. Services have included: Design Survcys, Right-of-Way Control Surveys, Right-or-Way
Mapping, Platting, Construction Layout, As-built Surveys, Drainage Surveys, etc.
Mr. Vera .Ir. is a registcred Land Surveyor with many years of expcrience throughout the state of Florida.
Mr. Vera is a Surveyor and Mapper and has extensive experience in the management and coordination of
survey projects involving a variety of surveying techniques such as Aerial Surveys, Conventional Ground
Survcying, Utilities designation, etc. Surveying projects include:
· D/W Additional Highway System Right of Way Maps, Monroe/Dade County, Florida
· 6th, 71,\ 8th Street & NW 571h Avenue, Miami, Florida
. · Earlington Heights, Miami, Florida
1.3 PUBLIC INVOLVEI\IENT
Media Relations Group, LLC (MRG) was lounded in 1999. The principals of the firm are Alicia Gonzalez
and Oscar Gonzalcz. MRG has a proven record of developing and executing successful Public Involvement
Programs with public agencies lor over ten years at all stages of projects including PD&E, Final Design and
Construction. The key to the success of the MRG team is the pcrsonal contact made with residents and
business owners as well as their established relationships with government officials, community leaders and
media. The finn employs a team dedicated to transportation and infrastructure projects who all have
experience with the Florida Department of Transportation, Miami-Dade County Public Works, City of
Homestead, City of West Miami, City of Miami. City of DoraL Town of Medley, Town of Cutler Bay, City
of Miami Beach, City of North Miami, City of Hallandale Beach, Town of Palmetto Bay and City of North
Miami Beach. MRG is currently under contract or has performed public involvement services lor the
Florida Department of Transportation District VI. Miami-Dade Transit, Miami-Dade County Metropolitan
Planning Organization, Miami-Dade Expressway Authority, Miami-Dade County Public Works, Miami-
Dade County Water and Sewer Department, City of Wcst Miami, Town of Cutler Bay, City of Miami, City
of Homestead, South Florida Regional Transportation Authority, Florida's Turnpike Enterprise, Broward
County and the City of Miami Beach.
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Request for Qualifications No. 07-03-01
Page 4 of 15
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,~. North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
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2. PEDESTRIAN / EMERGENCY VEHICLE BRIDGE
2.1.
PROJECT ISSUES FOIl. BRIDGE
The current geometric environment of the project offers several challenges lI'om a bridge development
perspective that has to be addressed carefully in a methodical process.
. Variable Horizontal Geometry
. Vertical Clearance (Low Prolile/at grade)
. Ease of construction
. No right of way acquisition.
2.].]. Span Configuration
The first challenge is the span configuration. From our observation, the perpendicular channel
width at the proposed crossing is approximately one hundred feet. Close attention to the travel
way alignment requirements yield a skewed span arrangement of approximately 30 to 40 degrees.
This of course increases the span length to approximately one hundred thirty feet. As the span gets
longer the span depth requirements get deeper. Given that the requirements are that this bridge
crossing be at grade: as a result, it stands to reason that the alignment requirements will have an
affect on vertical clearance. Understanding that the approaches to the bridges are set by right of
way and travel way constraints, two options here considered for the span arrangement:
. Multiple Spans
· Single Span
Multiple Span Conti2;uration
The following are the benelits of a Multispan configuration:
· Would result in the most economical short term cost solution.
· Ease of construction.
Multi Span would have the following disadvantages:
· Introduction of structures into water
· Multi-span bridge represents multiple joints; as a result adds to maintenance cost.
Sin2;le Span Confi2;uration
A single span configuration offers several opportunities for this site. Mainly:
· Improved Aesthetic.
· Increased Safety (No obstructions to the channel for recreational users)
Request for Qualifications No. 07-03-01
Page 5 of 15
:~. North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
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Single Span has the following disadvantages:
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. For this span length, a major increase in Construction Cost.
· Increase difficulty in construction.
· Increase Maintenance
2.] .2. Bridge Type Alternatives
Alternate I: Three-Span Prestressed Concrete Beam Brid2:e
This alternate consists of a three-span bridge with spans of approximately 43 ft. The three-span
bridge structure consisting of prestressed concrete beams with a composite CIP deck. The most
economical support for this span arrangement would be pile bents. In this case prestressed
concrete piles are driven and tied at the top with a conventionally reinforced concrete cap forming
a bent. To minimize impact to the vertical clearance at this crossing, AASHTO Type II girders are
recommended. Exhihit 1 shows the proposed cross section for Alternate I.
Our Preliminary Construction Cost Estimate for Alternative L a Three-Span Prestressed Concrete
Beam Bridge, is shown on Tahle 5.1.
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Alternate II: Two-Span c.I.P. Post-Tensioned Flat Slab Brid2:e
The alternate consists of a two-span flat slab bridge. This option would minimize the impact to the
environment by requiring only om~-water pier. As mentioned above, the most economical type of
substructure would be a prestressed concrete piles bent. The proposed cast-in-place flat slab deck
would consist of an average 24" post-tensioned slab. The slab would be designed to take on all
construction and dead loads. The Post-Tensioning would be introduced to handle live load.
A cast-in-place structure would offer the additional opportunity to introduce aesthetic lines to the
crossing. Er:hihit 1 presents the typical cross section for Alternate I I. Our Preliminary
Construction Cost Estimate for Alternative II. a Post Tensioned Flat Slab, is shown on Tahle 5,2.
Alternate III: Sin2:le Span Cable-Stav / Flat Slab Brid2:e
Given the span length of this crossing and the low profile constraint, our recommended bridge
structure alternative for the single span structure consists of a cable-stayed bridge with a single
tapered pylon. The bridge deck would be a symmetrical post-tensioned concrete flat slab
constructed on false work (similar to that proposed for Alternate II). The flat slab deck would
consist of an average 24" slab post-tensioned. The slab would be designed to take on all
construction and dead loads. The post-tensioning would be introduced to handle pedestrian live
load and the stay cables would be designed to take the vehicular live load.
.
This alternate minimizes the depth of the structure to comply with given constraints. However, this
typc of structure is a costly alternative for this location; a cost which may not be justified at this
site.
Request for Qualifications No. 07-03-01
Page 6 of 15
,~. '; North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
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Although we acknowledge that the structures proposed herein are not the only viable options for this
crossing, it is our intent to present the City with both a low cost (economical) structure and a high-
end structure in order to provide a cost range in which to determine the best solution, budget and
schedule to meet the City's needs.
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2.1.3. Maintenance of Bridge Structure
Maintenance is a major concern and should be a driving force in the selection of span atTangement.
The less spans the fewer joints, bearings, and common elements that need inspection, replacement,
and care.
.
. Annual cost for maintenance of the structure is assumed to be 0.05% of the initial cost of
the structure. This cost is for the annual upkeep of the structure i.e. minor repairs to the
structure elements, cleaning of gutters, downspouts, etc.
. Biennial inspection cost is assumed to be 0.15% of the initial cost of the structure. This
is similar to the requirements set forth in the National Bridge Inspection Standards - 23
CFR 650.3 for highway bridges.
. Cleaning and sealing of the concrete deck surface is required tive times during the 75-
year design life. It is assumed that the deck surface area will require cleaning and sealing
once every 25 years.
. Cleaning and sealing of the concrete substructure surfaces is required three times during
the 75-year design life. It is assumed that 100% of the substructure concrete surface area
will require cleaning and sealing once every 25 years.
. Bearings will require replacement three times, once every twenty tive years, during the
75-year design life.
. Expansion joints will require replacement at least three times, once every twenty tive
years. during the 75-year design life.
2.1.4. Aesthetics
Pedestrian bridges are good examples of human application on the landscape. A structure
designed without consideration of aesthetics can serve its function, but becomes a visual barrier. A
well-designed structure appeals to all.
The City of Sunny Isles choice of span arrangement alternative will result in varying levels of
visual impact on the surrounding environment that currently include residents, pedestrians, and
patrons. The Future may consist of restaurants, patrons of commercial and retail nature, as well as
operational uses of the facility such as life safety or emergency vehicles.
The objective should be to ensure that the pedestrian bridge complements the local vernacular and
benefits the local community. Visibility of the structure is an important factor. Pedestrian bridges
are aesthetically pleasing if they are simple in form and symmetrical.
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Request for Qualifications No. 07-03-01
Page 7 of 15
..,{).:: North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
2.1.5. Recommended Bridge Structure
. Given cost, aesthetics, constructability and maintenance considerations, we recommended
Alternate II, a two-span Post-Tensioned Flat Slab Bridge. This alternate will result in reduced
maintenance costs and impact to the area. Additionally, this alternate will provide the City of
Sunny Isles Beach both a functional and aesthetically designed structure that will invite residence
and visitors to the City's Park and Town Center Observation Deck and Boardwalk.
2.2. ENVIRONMENTAL PERMITTING
Based on our initial project overview and experience with the permitting agencies, the bridge and boardwalk
are permittable projects due to the potential educational and nature appreciation opportunities the boardwalk
would offer; however, the following issues, among others, may need to be addressed during the permitting
of this project.
The project lies within the Intracoastal Waterway and on the northern limits of the Biscayne Bay Aquatic
Preserve. As such, no degradation of water quality to Outstanding Florida Waters or the Biscayne Bay
Aquatic Preserve will be allowed during project construction or operation.
The proposed bridge structure may not result in significant permitting issues if justification that the
proposed bridge structure will not impact navigation is provided or that historically this portion of the
waterway is not a navigable area. This determination would eliminate the need for a full bridge permit from
the USCG and would only require an "Approval Letter".
.
However, the proposed Town Center Observation Deck and Boardwalk a may encounter major permitting
issues; these issues will need to be addressed during the permitting of this project. Since the boardwalk is
proposed to be placed waterward of the mangroves determination of the owners of the riparian land adjacent
to these mangroves is imperative to determine the permitting. These as the owners of the adjacent land may
need to become co-applicants with the City on the FDEP and DERM permits since the boardwalk could
potentially restrict future usage of their property.
Along with minimizing mangrove impacts, a benthic survey would also be required to ensure no benthic
resources such as seagrasses would be impacted due to shading by the proposed project. Any impacts to
benthic resources or mangrove wetlands would need to be mitigated for the loss of wetland function,
including essential fish
Several regulatory agencies will be involved in the permitting of this project.
Federal Permitting Agencies
· US Coast Guard - Bridge Construction Permit (Contact: Brody Rich)
· US Army Corps of Engineers - Section 404 Dredge and Fill Permit (Contact: Leah Oberlin)
Federal Commenting Agencies
. · US Fish and Wildlife Service - Threatened and Endangered Species
· National Marine Fisheries Service - Essential Fish Habitat, Marine Mammals
Request for Qualifications No. 07-03-01
Page 8 of 15
..U:: North Bay Road Podes',;ao/Em.",.ocy V.";c1. Bridg. aod To.. Cao'" O"..",alloo Dock & Boanlwalk
. US Environmental Protection Agency - Water Quality
.
State Permitting Agency
. Florida Department of Environmental Protection - Environmental Resource Permit, Sovereign
Submerged Lands Authorization, Water Quality Certification for USACE permit. (Contact:
Jennifer Smith)
State Commenting Agencies
. Florida Fish and Wildlife Conservation Commission - Threatened and Endangered Species,
Manatee Protection
. State Historic Preservation Office - Historic and Archaeological Sites
Local Permitting Agency
. Miami-Dade Department of Environmental Resources Management - Class I Coastal
Construction Permit (Contact: Lisa Spadatina), Class II Drainage Permit (Contact: Manny Tobin)
2.3. DRAINAGE
.
As noted above, no degradation of water quality to Outstanding Florida Waters or the Biscayne Bay Aquatic
Preserve will be allowed during project construction or operation. Drainage will be designed to meet the
Department of Environmental Resources Management (DERM) and South Florida Water Management
District (SFWMD) criteria for water quality and quantity. For water quality treatment, the existing drainage
system uses french drain and dry retention systems. In addition within the project there is a wet retention
pond. Proposed drainage would consist of french drains and dry retention areas. Deep wells are more
expensive and should not be considered for this project. Dry retention is a very cost et1icient system for
water quality treatment when ROW is available. The advantage of a dry retention system is that only 50% of
water quality volume is required to be treated as compared with 100% for other systems. Our team will
prepare the drainage report which will include analysis, cost comparison of alternatives, recommendation of
drainage system, and identification of required permitting.
.
Request for Qualifications No. 07-03-01
Page 9 of 15
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C:: North Bay Road Pedestrian/Emergency Vehicle Bridge and Tow
3. STAFFING PLAN ty on this project will be reflected in the quality of work
The team is led by New Millennium Design Consult:e acknowledge that this is the only way to build a strong
.andle the management, bridge design, roadway d:lationship.
services, and construction management and inspection (
project. Our subconsultant, TYLI-HJR, will primarily
pedestrian bridge design and environmental permittin~
ensure that the local public and local community is a
and impacts on the community we will utilize the
Relations Group, LLC. Additional subconsultants i
and Manuel G. Vera & Associates, Inc. Our
exceptional experience structural and roadway desi
greatest strength is not just in our staff s technical exp
desire to perform. Our team has been tailored specifica
team with its resources allocated to provide quality ser
Personnel Availability Olart
.Other Assignments
OAvailabe Time
.
Mr. Eugenio Ochoa, P.E.
4868 SW nnll Avenue
Miami, Florida 33155
Office: (305) 667-4772
Mobile: (305) 525-6345
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3.1. KEY PERSONNEL
Leading our team as Project Manager is Mr. Eugeni
Ochoa will be in charge of the administration and tech
project, as deeply involved in the bridge design pOJ1io
will be the central point of contact for the project. His
follows:
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Personnel
Mr. Ochoa has over fifteen years of experience ir
management of numerous bridge projects. He has serv(
in-Charge, Project Manager, and Lead Design Engineer
projects. Mr. Ochoa is well known for his strue
construction engineering expertise. Mr. Ochoa has serve-
for several major and minor projects. Relevant proje(
listed below:
Staff Hours Availabilitv Estimate
-
PROJECT DESCRIPTION
MOTA South Miami
Pedestrian Bridge
I
I
j
ac Arthur Causeway Bridge
The project consisted of the d
box girder bridges, one c
concrete bridge, the rehabilit
prestressed beam bridge, soun
state of the art aesthetic si ns.
Project included the prelimin
miles of aerial transit guide w
studied were Steel Box gi,
Girders, Segmental Span by ~'\ f;- :\
C '1 ' " " <:>'" (0
antI ever, Prestressed Concrett ~o ^",G ,'1>'" os? ,,'" ,,'0 !O ~
v . ~'" . . p ~
Pr?ject consist~d of the deSignl ~ ~<I. ~'I>'" '>,:;,~
brIdges over Blscayne Bay in
The superstructure of the bI
modified restressed bulb- T bJ
,,0,
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MOX SR-836 Extension
MDT North Corridor
Extension
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..~:. North B.y Rood P.d..'d,"/Em..g"'y V.h;d. B,;dg. .od To"", C",.. Oh..".."oo 0'" & Bo"d"""
3.2. PROJECT MANAGEMENT
The administration of design and plans preparation and for this project will require experienced individuals
in all positions to achieve thc overall project objectives within the proposed time frame. Proposed personnel
for this assignment have extensive experience in similar type projects and are trained in the latest software
such as Microstation V8 and GEOP AK fnr plans development. The P/'(~iecI S/qtfing CharI included on the
succeeding page indicates the proposed staff and areas of responsibility.
3.4 PROJECT COORDINATION
The coordination process begins at the initial project meeting between the City's Public Works Director,
Mr. Rick Connor and the team's Project Manager, Mr. Eugenio Ochoa, P.E, who will serve as point of
contact with the City. The process extends without interruption through the completion of the Project.
Coordination will involve, at a minimum, bi-weekly contact with the Mr. Connor to review project status,
accomplishments to date, work underway, and scheduled program activity. This level of coordination will
enhance and facilitate delivery of the desired work products on the schedule desired by the City.
3.5 TEAM ApPROACII
Our project staffing approach is team-oriented therefnre it will promote efficiency, establish communication
protocols, and simplify work ellnrts. In essence, we will stay ahead of schedule, conduct regular team
meetings and rcsolve project issues immediately. We will work with our subconsultants to make sure that
they are on schedule and that any project concerns they have are being addressed. Our team's project
manager, Mr. Ochoa, will keep the City abreast of any critical items that may have an effect on the project.
3.6 QUALITY CONTROL
The purpose of a QA/QC plan is to satisfy technical quality in the preparation of contract documents,
thereby eliminating the potential fnr adverse construction schedule, cost impacts and construction errors.
Our QC Plan will describe the method and procedures, by which contract documents are verified,
independently checked, and reviewed. The QA/QC plan will also explain how the checking and review
processes are documented, so that a verifiable record will exist to show that the QA/QC plan was fnllowed.
Our QC plan will dictate who is responsible, will explain how to document, and will clearly schedule QC
prior to all submittals. Befnre each submittal the QA Team audits the Design Team to ensure they have
conducted a thorough QC. Checking shall be considered as the "first line of defense" in the QA/QC
process. This Procedure applies to all documents to be submitted to the City. When a submittal is ready,
the originator must sign and make copies of said plans. These copies are then fnrwarded to the Project
Manager. The Project Manager will coordinate with the QA Manager to assign a checker fnr work that
needs to be checked and maintains a record of all documents that require checking.
Request for Qualifications No. 07-03-01
Page 12 of 15
'v:, North Bay Road P.d..'daolEm.",,",, ...kl. B'''g. a"d To,," C'"'" O'.."a';o" "'" & Boa"'walk
4. DESIGN AND CONSTRUCTION SCHEDULE
.
.
.
Request for Qualifications No. 07-03-01
Page 13 of 15
.
~~~1';;BU<t,
0 .. ~. I .- I . L .. ........
MOTICE TO PROCEED - 1 day Mon I/4/0T Mon"C/4f01 ."O'?"11I .r.."T!.J' III I,,, I,~' ..~. la~ 'I": "'1' lv.'1 ..r. ... ""I "'-'1 ,,11(- ,:,~ ':". ,:'~\ ,:,~t ,,. ,,,' ,r.l :11 "
Kick-OffM~eling 1 day Tue6l5lO7 Tue6151O;
, Utility Coo,dlnatlon 381 days Mon "Uf07 Ftl12112/0f .
" IMial Utility Kick-Off (Coordll'lallon) Meeting 1 day Mon 6118107 Mon6118JO:
. -, Utility Meeting (Phase I) 1 day Mon12131107 Mon121311O;
-, Utility Meeting (Phase II) , day Thu6J51U8 Thu 6151Ut
,. -, Utility Meellng (Phase III) 1 day Fri9/12.Q8 Fri9f12.oQt
.
-, Ullllty Meeting (Phase IV) 1 day Fri 12112108 Fri12112/Ot
.
Environmental Permitting Coordin.1llion 46days Mon6/CIOT Mon 816101
" Dnlgn Survey 45days Wed 6/6107 Wed 818107
.. FILE & Obtain Permit for Water Borings & Mangrove Clearing 90days Wed6/S/0T Thu 10111/01
" FilE & Obtain City Permit lor Roadw.lIY Closure 20days WedSlll07 Tue 7/3107
" -, BOring layout & Utility ClearanCe 10days Mon 8113107 Frl8124Kl7
" -. Geotechnlcallnvestlgaflon (Lind Sorlngsl 16 d.llYs Mon.r2TfOT Mon.rl7fOr
" -, Geotechnlcallnvestlg.lltlon (W.lIter Borings) 10 d.llYs Frl10/12107 Thu 10/26/07
.." " laboralory Testing 20 days Mon9124107 Fri 10/19107
" -, Geotech Report Submittal tor Bridge & RO.lldway Soli Survey 16 days Mon 10/22/07 frl11/9107
.. ., SUBMIT TYPICAL SECTION tor Review & Approv.lll 20 days Mon6125107 Mon 7123107
" Review of Typical Section 20diYS Tue 7/24107 Mon8/20/07
" SUBMIT PAVEMElIl DESIGN 20 days Tue 8/21/07 Tue t/11107
" -, SUBMIT PRELIM DRAINAGE REPORT 40 d.llYs Tue 8/211117 TUeI0/11107
.. Develop Roadway Allgnmenl & Profile 45 days Tue8121107 Tue 10123107
" 30% ROADWAY PLANS (PHASE It 46 days Wed 10124/07 FrllZ/28/07
" Review or 30% RO.1dwiy Pl.lIns 20days Mon 12/31107 Mon 1/28101
:, '. Develop Bndge Developmenl Report (BDR) 30 days Tue lr.?9108 Tue 3Il1tU8
" BOR & 30% BRIDGE PLANS 20 diyS Wed 3/121111 Wed 411/08
60% BRIDGE/ROADWAY PLANS (Bridge, Rdwy, Drainage, SAM, Llght,l to diyS Tue1/211118 Wed 114/08
" Review of 60% BridgelRoadway Plans 20 days Thu 1/6108 Wed 712/08
" FILE PERMITS 90 days Thu 7"3108 Thu 1111,108
-~ -.,-. -- -~ ~_..
. 10% BRIDGEfROADWAY PLANS (Bridge, Rdwy, Drainage, S&M, light, I 60 days Thu 713108 Thu 1111/08
,. Review 01 90% Bridg./Roadway Plans 20 days Frl9112108 Thu 10/9108 -
t -
" 100% BRIDGE/ROADWAY PLANS (Bndge, Rdwy, Drainage, SIM,lIght. 46days Frl10/10/08 Thu 12/11/08 .
h ~
Review 01 100% BrldgelRoadway Plans 20 days Frl12/12/08 Thu 1ft1/09 .
" ~ ~
SUBMIT SPECIFICATIONS 1 day Fri 1/9/09 Frl1/9109 .
" Develop Construction Cost Estllnale 15days Mon 1/12109 Fn 113OIlli! .
.. SIGNED & SEALED PLANS DELIVERY f day Mon 212109 Mon212/DlI
" CONTRACT COMPLETE 1 day Tue 213109 Tue 21310. .('
.
.1'l
- --
v..'..~~1 I '.. ~ .. ......... - ......- . $0.00...,
""--..-..,.-.
.
.
CllyolSumylsl..s f;(..to:h
RFO NO 07.0,;1-01
'D 0 Ta<;i.N~ [iUfallOn
:3 NOTICE TO PROCEED 1 day
MOBILIZATION 15 days
SITE PREPARATION/CLEARING & GRUBB 30 days
FOUNDATIONS 120 days
SUBSTRUCTURE 90 days
SUPERSTRUCTURE 90 days
RAIUNG & FINISHING 60 days
LANDSCAPINGIlIGHTING 30 days
CONTRACT COMPLETE 1 day
P'OJell Scheo:lule-PeOEi'fdp
Date T~4n4/D7
L
---=:J Ptovre~s
C(lrlSrMIleSlonts.PedBno:lgeo
SIMt
FII'l' ry Maret> 100'_ Ma. June Jutv A"",",SI
.--- _'217 2/142121 2m 3J7 3/14 3/21 l'~ 414 4/11 4118 4,'25 5t:' ~.!tI 51165123 Y.3D 6/Ei 6113 61:.'0 6127 7:4 7/11 7I1a 7125 all 8IS
Tue
Tue 1/6109
Wed 1f7100 Tue'
Wed 1/28/09 Tue,
Wed 3/11/09 Tue I
Wed 8/26/09 Tue 1:
Wed 12130109 Tue I
Wed 5/5/10 Tue. ... \
I
Wed 5/5/10 Tuel ..
.,.
Wed 7/28/10 Wed. .7r.Zll
""~fone
.
.
.
.
...~:., North Bay Road P.d..','aolEm...oo,y V.h"" B,;dg. aod T "'" COO," O".",aOoo De<k & Boa"'walk
5. PRELIMINARY CONSTRUCTION COST ESTIMATE
Table 5.1: Alternate I: 3-Span Prestressed Beams
PRELIMINARY CONSTRUCTION COST ESTIMATE
PROPOSEO BRIDGE, AASHTO TYPE II PRESTRESSED BEAMS UNIT COST CURRENT COST CONSTRUCTION
UNIT QUANTITY COST
CLASS II CONCRETE (SUPERSTRUCTURE) CY 147.8 $664.71 $98,244,14 $112,980.76
CLASS II CONCRETE (APPROACH SLABS) CY 97,8 $422.00 $41,271,60 $47,462.34
CLASS IV CONCRETE (SUBSTRUCTURE CY 110.0 $1 084.00 $119,240,00 $137,126.00
REINFORCING STEEL (SUPERSTRUCTURE) LB 39893 $0,92 $36 701.56 $42206.79
REINFORCING STEEL (APPROACH SLABS\ LB 19560 $0.98 $19168,80 $22044.12
REINFORCING STEEL (SUBSTRUCTURE) LB 25032 $0,92 $23,029.44 $26.483.86
PRESTRESSED BEAMS TYPE II LF 896 $116,67 $104,536.32 $120,216.77
PRESTRESSED CONCRETE PILE 18" sa LF 900 $70,83 $63,747.00 $73 309,05
LOAD TEST - DYNAMIC EA 4 $1833,15 $7,332.60 $8 432.49
TEST PILES - PRESTRESSE CONCRETE 18" sa LF 270 $189,90 $51.27300 $58,963,95
EXPANSION JOINT SEAL (STRIP ELASTOMERIC\ LF 88 $12.71 $1118.48 $1,286,25
CONCRETE TRAFFIC RAILING - BRIDGE (32" F-SHAPE) LF 206 $79,53 $16,383,18 $18,840,66
BITUMINOUS - OVERLAY SY 343 $72.50 $24,891.43 $28.625.14
TOTAL $582.046.12 $697,978,17
Table 5.2: Two-Span CW Post-Tensioned Flat Slab Bridge
PRELIMINARY CONSTRUCTION COST ESTIMATE
PROPOSED BRIDGE, CIP P.T. SLAB UNIT QUANTITY UNIT COST CURRENT COST CONSTRUCTION
COST
CLASS II CONCRETE (SUPERSTRUCTURE) CY 417,2 $664,71 $277,317.01 $318,914.56
CLASS II CONCRETE (APPROACH SLABS) CY 97,8 $422.00 $41,271.60 $47.462.34
CLASS IV CONCRETE (SUBSTRUCTURE \ CY 115.0 $1,08400 $124,660.00 $143,359,00
REINFORCING STEEL (SUPERSTRUCTURE) LB 108420 $0,90 $97 578.00 $112214,70
REINFORCING STEEL (APPROACH SLABS) LB 19560 $0,98 $19168.80 $22044.12
REINFORCING STEEL (SUBSTRUCTURE) LB 28750 $0.92 $26.450.00 $30.417.50
P,T, SLAB LB 13200 $4,00 $52 800.00 $60 720 00
PRESTRESSED CONCRETE PILE 18" sa LF 480 $70.83 $33,998.40 $39,098,16
LOAD TEST - DYNAMIC EA 2 $1833.15 $3666.30 $4 216.25
TEST PILES, PRESTRESSED CONCRETE 18" SO LF 130 $189.90 $24 687,00 $28390,05
EXPANSION JOINT SEAL (STRIP ELASTOMERIC) LF 88 $12.71 $1118.48 $1 286.25
CONCRETE TRAFFIC RAILING, BRIDGE (32" F-SHAPE) LF 256 $79,53 $20 359.68 $23 413.63
TOTAL $723.075.27 $831.53656
Request for Qualifications No, 07-03-01
Page 14 of 15
.
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--
..,v:~ North Bay Road Pedestrian/Emergency Vehicle Bridge and Town Center Observation Deck & Boardwalk
6. ANTICIPATED DESIGN HOURS
ESTIMATE OF DESIGN HOURS
FOR NORTH BAY ROAD PEDESTRIAN/EMERGENCY VEHICLE BRIDGE PROJECT
RFQ# 07 -03-01
CLIENT: City of Sunny Isles Beach
Project Name: North Bay Road Pedestrian/Emergency Vehicle
Bridge Project
ACTIVITIES STAFF HRS CADD HRS
DESCRIPTION FROM TO FROM TO REMARKS
Project General Tasks Includes Public Involvement, Specification
115 144 Preparation, Project Manager Meetings
Roadway - Design & Analysis 200 250 250 315 Includes drainage analysis
Roadway Plans 350 438 250 315
Traffic Control Plans 148 185 96 121
Utilities 80 100
Environmental Permits 240 300
Structures - BDR 124 155 24 30
Bridge Design/Bridge Plans 740 925 624 786
Signing & Marking 116 145 96 121
Lighting 60 75
Landscape Architecture Analysis 112 140 76 96
Survey (Field & Office Support) 198 248
Geotechnical 280 350
TOTAL 2763 3455 1416 1784
STAFF DISTRIBUTION: (%) Percent Remarks
Proiect ManaQer 10% EUQene Ochoa
Enqineers 50%
Technical 40%
TOTAL 100%
Request for Qualifications No. 07-03-01
Page 15 of 15
.
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES. ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted to City of Sunny Isles Beach
by Eugenio L. Ochoa, P.E.
fur New Millennium Design Consultants, Inc.
whose business address is 4868 SW 72nd Avenue
Miami FL. 33155
and (if applicable) its Federal Employer Identification Number (FEIN) is 20-4809247
(IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:
2. 1 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 of 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 or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or
material misrepresentation,
3, I understand that "convicted" or "conviction" as defined in Paragraph 287. I 33(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 trial
court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict,
nonjury trial, or entry of a plea of guilty or nolo contenders.
4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means:
. a. A predecessor or successor of a person convicted of a public entity crime; or
b. An 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 come. The term "affiliate" includes those officers, directors, executives, 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 market value under an arm's length agreement, shall be a prima 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.
5, I understand that a "person" as defined in Paragraph 287. 1 33(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 "person" includes those officers,
dir~ctors, executives, partnerjs shareholders, employees, members, and agents who are active in management of any
entity. ,
/.
/ Eugenio L. Ochoa, P.E.
'F'AFFIANT (Printed or Typed Legal Name of Affiant)
State of Florida County of Miami- Dade
Sworn to and subscribed before me this 24 th day of April
Eu enio L. Ochoa
, 2007 by
\\\\\""" I/JIII
~,,\\ '(\JNG W',,,
~ 0 ...... '-<1
~~ ..~~~\SS'ol;€ii.
~ ..~~x..? 13, .?O,'();o<;
::: o. C;) ,,:.
:: .
~*: ..4 E*==
%. ....~#DD24446~O ... ff
~ ~ . .- ..... ~
~ v,>:'. 1>._ u_""",,~.' ,f;;J;::'
~ ",,^-. "IT/J"",,,,,~!. ~~'<" "
~~'l7Y.4:'''''.''"",'(\'r: '!tt..~
~II i VlillC, Sf A'\t. \J' \' "....
1~!III'IIU1"\\\\
Willie Wan
Notary's Name Printed, Stamped or Typed
Notary Seal:
.
Personally Known:
x
or Produced Identification _Identification Produced
Page 8 of 9
RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum. 1)
.
.
.
NON-COLLUSIVE AFFIDAVIT
State of
Florida )
CQunty of
Miami-Dade)
Eugenio L. Ochoa, P.E.
and says that:
being first duly sworn, deposes
(1) He/she is the (Owner, Partner, Officer, Representative or Agent) of the Bidder that has
submitted the attached Bid;
(2) He/she is fully informed respecting the preparation and contents of the attached Bid and
of all pertinent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collusive or sham Bid;
(4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives,
employees or parties in interest, including this affiant, have in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a
collusive or sham Bid in connection with the Work for which the attached Bid has been
submitted; or to refrain from bidding in connection with such Work; or have in any manner,
directly or indirectly, sought by agreement or collusion, or communication, or conference with
any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or
to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder,
or to secure through any collusion, conspiracy, connivance, or unlawful agreement any
advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work;
(5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by
any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any
other of its agents, represe atives, owners, employees or parties in interest, including this
Affiant.
SIGNATUR
Eugenio L. Ochoa~ P.E.
(Printed or Typed Legal Name of Affiant)
State of Florida County of Miami- Dade
Sworn to and subscribed before me this 24 th day of
April
, 2007 by
Eu enio L. Ochoa P.E.
Notary Seal:
~",<"-\ ,<UNG t.llh,
.;$f-~'V ......
~ ...~\)~MISSION~
S ..~"\<(,? 13, <'0.
~ .. c
::*: . =
=. ....... .-
- . .*=
~ :.q;, #00244460 :' g
~~1<;~ ~.' ~
~ ~ '.'?YArmr.~e.~' .....~~ ~
~ "t&. ...... CI"'" ~
~IIIII ~.t', STAlE or ~\\\"
1111111: 1111\\\\\
Willie Wan
Notary's Name Printed, Stamped or Typed
Personally Known:
x
or Produced Identification _ Type:
Page 9 of 9
RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum. I)
.
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
I. This sworn statement is submitted to The City of Sunny Isles Beach
by Joe Gomez, PE - Associate Vice President
for T.Y. Un International I H.J. Ross
whose business address is 201 Alhambra Circle, Suite 900, Coral Gables, Florida 33134
and (if applicable) its Federal Employer Identification Number (FEIN) is 94-1598707
(IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:
2, I understand that a "public entity crime" as defined in Paragraph 287.133(l)(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 of 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 or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or
material misrepresentation.
3. I understand that "convicted" or "conviction" as defined in Paragraph 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 trial
court of record relating to charges brought by indictment or information after July I, 1989, as a result of a jury verdict,
nonjury trial, or entry of a plea of guilty or nolo contenders.
4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means:
a. A predecessor or successor of a person convicted of a public entity crime; or
.
b. An entity under the control of any natural person who is active ill the management of the entity and who has been
convicted of a public entity come. The term "affiliate" includes those officers, directors, executives, 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 market value under an arm's length agreement, shall be a prima 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.
5. I understand that a "person" as defined in Paragraph 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
w ich bi s or applies to bid on contracts for the provision of goods or services let by a public entity, or which
o h wis n a s or applies to transact business with a public entity. The term "person" includes those officers,
I ec rs, x tiv, partners, shareholders, employees, members, and agents who are active in management of any
e 'ty.
\ I I
~c;:.~ \.... ~\t..=l
(Printed or Typed Legal Name of Affiant) \,
~\L
, 2007 by
Notary Seal:
.
Personally Known:
-
or Produced Identification
I'ublicelllity
Page 8 of9
,..,.y.~
R~<,
. .
~-- ':
"""tOf,..#'
Notary Public State of Florida
Trudy L Molendyk
My Cornnllssion 00461195
Expires 08/21/2009
Identification Produced
.
.
.
NON-COLLUSIVE AFFIDA VIT
Statc of
Florida
County of
Mlarnl-O",de
Joe Gomez, PE
being first duly swom, deposes
and says that:
(I) He/she is the (Owner, Partner, Officer, Representative or Agent) of the Bidder that has
submitted the attached Bid;
(2) He/she is fully infonned respecting the preparation and contents of the attached Bid and
of all pel1inent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collusive or sham Bid;
(4) Neithcr thc said bidder nor any of its officers, pm1ners, owners, agents, representatives,
employees or pm1ies in interest, including this affiant, have in any way colluded, conspired,
connived or agreed. directly or indirectly. with any other Bidder, fiml, or person to submit a
collusive or sham Bid in connection with the Work for which the attached Bid has been
submitted; or to refrain fi'om bidding in connection with such Work; or have in any manner,
directly or indirectly, sought by agreement or collusion, or communication, or conferencc with
any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Biddcr, or
to fix any overhead, profit, or cost elemcnts of the Bid price or the Bid price of any other Bidder,
or to secure through any collusion, conspiracy, connivance, or unlawful agreement any
advantage against the City of Sunny Isles Beach, or any pcrson interested in thc proposed Work;
(5) The pricc or prices quoted in the attached Bid arc fair and proper and are not tainted by
any collusion. conspiracy, connivancc, or unlawful agrecment on the pm1 of the Bidder or any
other fits oel , reprcsentatives, owners, employees or parties in interest, including this
Affian .
~e><;.~ "-.. ~
(Printed or Typed Legal Name of PI. ftant)
State 0 ' County of rVliami-Oade
Swom to and subscribed bcforc me this Z ~2.n day of
00se L Go~e-z..
A~I.L
, 2007 by
Notary Seal:
---
Notary Public State of Florida
Tru~' '!'ndyk
",10, ,,on DD461195
f , '2009
or Produced Identification
~..".1 _"
;. f-: i
~Of....r!'
Personally Known:
Identification Produced
Page90f9
I'ublicelllill'
.
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted to City of Sunny Isles Beach
O~O /l{~NO
for beO!OL, INC.
whose business addre;s is 5 7C/>=- A N0 /r-I 'f.f ~rllEE r
M I frM I LIfUS, {{,. 3301'1
by
and (if applicable) its Federal Employer Identification Number (FEIN) is G ~-oqq 7Rf6
(IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:
2, I understand that a "public entity crime" as defined in Paragraph 287.133(l)(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 of 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 or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or
material misrepresentation,
3. I understand that "convicted" or "conviction" as defined in Paragraph 287,1 33(l)(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 trial
court of record relating to charges brought by indictment or information after July I, 1989, as a result of a jury verdict,
nonjury trial, or entry of a plea of guilty or nolo contenders.
4. I understand that an "affiliate" as defined in Paragraph 287,1 33(I)(a), Florida Statutes, means:
. a. A predecessor or successor of a person convicted of a public entity crime: or
b, An 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 come. The term "affiliate" includes those officers, directors, executives, 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 market value under an arm's length agreement, shall be a prima 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.
5. I understand that a "person" as defined in Paragraph 287. I 33(l)(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 "person" includes those officers,
directors, executives, panners, shareholders, employees, members, and agents who are active in management of any
entity/! j '. /
~ tJ/ltttto !ltUv60f\.JO
SIGNATURE OF AfFIANT (Printed or Typed Legal Name of Affiant)
State of Florida County of Miami- Dade ~\\\\~~~~"~IIIII/.
. . 24 h A '1 ? ~""0 ....... ~I\t,~/.
Sworn to and subscnbed before me thIS t day of prl ,_007 by ~~...;",\.I.\SSlONc;-~..Q ~
~ .'.i\,? 13, 200"1/.' ~
~:~ ~..~
Oracio Riccobono - . . -
';*: ... :*-
Willie Wan Notary Seal: ~ '. #DD244460 :
....~ ~..-
Notary's Name Printed, Stamped or Typed \:tv;"'f',"""AtJ';al1~~...~#..:;,-~
Personally Known: or Produced Identification V"Identification Produced ft DUt 7{l~ii~~Z6 7-0
. Page 80f9
RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum, I)
.
.
.
NON-COLLUSIVE AFFIDAVIT
State of
Florida
County of
Miarni- Dade)
tv{ fL.
O~O (2.Iw8QfJO
being first duly sworn, deposes
and says that:
(I) He/she is the (Owner, partner~epresentative or Agent) of the Bidder that has
submitted the attached Bid;
(2) He/she is fully informed respecting the preparation and contents of the attached Bid and
of all pertinent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collusive or sham Bid;
(4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives,
employees or parties in interest, including this affiant, have in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a
collusive or sham Bid in connection with the Work for which the attached Bid has been
submitted; or to refrain from bidding in connection with such Work; or have in any manner,
directly or indirectly, sought by agreement or collusion, or communication, or conference with
any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or
to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder,
or to secure through any collusion, conspiracy, connivance, or unlawful agreement any
advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work;
(5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by
any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any
other of its agents, representatives, owners, employees or parties in interest, including this
Affiant. /l;J i
~ O/htkl() /V&e;B(}W
SIGNATURE OF AFFIANT (Printed or Typed Legal Name of Affiant)
State of Florida County of Miami- Dade
Sworn to and subscribed before me this 24 th day of
April
, 2007 by
Gracio Riccobono
\\\\\1 111111/11/1
~,,\\\ '{\JNG WillI/.
~ . . . . . '. "AlA.~
S. N '.'V^~
~ .. <:,~ 13 '<-1".' U' ~
g .'.$-,,=>~? . .
Notary Seal: F*!
= .
u/ D J '" i- _~\. ~~:.6~~~.,. ~ g
or Produced Identification ~ Type: r v (...1f IC4~ '1~~
I1I11 lie, STAit.~ \\\\
IlIlm 1111 11\\\\
Willie Wan
Notary's Name Printed, Stamped or Typed
....
Personally Known:
Page 9 of 9
RFQ 07-03-0 I Engineering Srvs Bridge Revised (Addendum. I )
.
.
.
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS,
1. This sworn statement is submitted to City of Sunny Isles Beach
by M;:mllP 1 l, Vpr;:J
fur Manuel G Vera & Associates, Inc.
whose business address is
13960 SW 47th Street, Miami, FL 33175
and (if applicable) its Federal Employer Identification Number (FEIN) is 59-1 741 6'3 q
(IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:
2, I understand that a "public entity crime" as defined in Paragraph 287.133(l)(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 of 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 or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or
material misrepresentation.
3, I understand that "convicted" or "conviction" as defined in -Paragraph 287. I 33(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 trial
court of record relating to charges brought by indictment or information after July I, 1989, as a result of a jury verdict,
nonjury trial, or entry of a plea of guilty or nolo contenders,
4. I understand that an "affiliate" as defined in Paragraph 287,133(l)(a), Florida Statutes, means:
a, A predecessor or successor of a person convicted of a public entity crime; or
b, An 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 come. The term "affiliate" includes those officers, directors, executives, 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 market value under an arm's length agreement, shall be a prima 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.
5. I understand that a "person" as defined in Paragraph 287, 1 33(l)(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 "person" includes those officers,
~:~ka~' emplOY"', mem:~:~::g:":~::,, ,ct've in m'"'g,m,nt of 'ny
ATURE OF AFFIANT (Printed or Typed Legal Name of Affiant)
State of F/Ot-ldC\ County of /v110iYlI
Sworn to and subscribed before me this ~f/l
/YJ!JJ1 tit I (; _ Ve.eC\
~twiA/ AlViil
Notary's Name Printed, Stamped or Typed
day of
Hpll i I
, 2007 by .....,
.......... ':
...........uil'l ~
...........Sl\.. \/Ii' t-l 000448800 ~
! corl'rl'# 12412009 ~
'. ,\\\\'I~""" E.~?,re& 9 u.:\'2-4'254 ~
~ f.....~' u~~ l\ll800r nC :
: E ~~ ~~ eooded Il\ '" "s,.n.,l....~
. ';' Q_ ota. J .....
~ \~h- cfi f\of\da.~........
. "'....cOf~....'... ......
~ it'II'UII"" .......
i...........
Notary Seal:
Personally Known:
v
or Produced Identification _Identification Produced
Page 8 of9 .
RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum.I)
.
.
.
..
NON-COLLUSIVE AFFIDAVIT
State of
Florida
County of
MIAMI
Manuel G Vera
and says that:
being first duly sworn, deposes
(1) Helshe is the (Owner, Partner, Officer, Representative or Agent) of the Bidder that has
submitted the attached Bid;
(2) Helshe is fu~ly informed respecting the preparation and contents of the attached Bid and
of all pertinent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collusive or sham Bid;
(4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives,
employees or parties in interest, including this affiant, have in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a
collusive or sham Bid in connection with the Work for which the attached Bid has been
.~
submitted; or to refrain from bidding in connection with such Work; or have in any manner,
directly or indirectly, sought by agreement or collusion, orcommunication, or conference with
any Bidder, firm, or person to fix the price or prices in the attached.Bid or of any other Bidder, or
to fix any overhead, profit, or cost elements of the Bid price or the 'B id price of any other Bidder,
or to secure through any collusion, conspiracy, connivance, or unlawful agreement any
advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work;
..
(5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by
any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any
other of its agents, representatives, owners, employees or parties in interest, including this
Affiant.
Manuel G Vera
(Printed or Typed Legal Name of Affiant)
State of F loridaCounty of Miami
Sworn to and subscribed before me this 24th day of April
,2007 by
M~nuel G Vera
?............................
: SIL. ViA fiUH~...!..........!
: ~~;,. :
: ,.l~t;;- Comml 000446800 .
NotarYE_;~ Expi... 912412009 i
: ~40Ff\~l Bonded lI1ru (800)432....254:
~.....;';l~~~\:.......~~~~tda Notary Assn. Inc i
. ................i.....l
J ; bJ)~-
iJU it!
Notary's Name Printed, Stamped or Typed
/ or Produced Identification ---.:... Type:
Personally Known:
Page 9 of 9
RFQ 07-03-0 I Engineering Srvs Bridge Revised (Addendum. I )
.
SWORN STATEMENT PURSUANT TO SECTION 287. 133(3)(a)
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORi\'! MUST BE SIG:\"ED Al\D SWOR.J\i TO IN THE PRESENCE OF A NOTARY PCBLIC OR OTHER
OFfICIAL AUTHORIZED TO ADMINISTER OATHS,
I, This sworn statement is suhmilled to
City of Su_nI],y_,.J:_sle_s_..Beach
by
for
Oscar Gon<':,!'3-Je;?;
Media Rgl!'3-Xions Group. LLC.
whose business address is 18001 Old Cutler Road. Suite 40_L-._',_,____,_______
Village of,J~l~~tto Bay, FL. 33157
and (if applicable) its Federal Employer Identification Number (FEIl\) is 20-0118620
(IF the entity had no FEIl\, include the Social Security l\umber of the individual signing this sworn statement:
.
2, I understand that a "public entity crime" as defined in Paragraph 287,133(l)(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 v.,[th any public
entity or with an agency or political subdivision of any other statc or or the united States, including, but notlimiled LO,
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 or of the Cnited States and involving antitrust fraud. theft. bribery_ collusion, racketeering, conspiracy, or
material misrepresentation,
3. 1 understand that "convicted" or "conviction" as definc:=d in Paragraph 287,1 33(l)(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 trial
court of record relating to charges brought by indictment or information after July j, 1989, as a result of a jury verdict,
nonjury triaL or cntry of a plea of guilty or nolo contenders,
4 I understand that an "affiliatc" as defined in Paragraph 287_ I 33(1)(a), Florida,Statute~, means:
a. A prcdecessor or successor of a person convicted of a publ ic entity crime: or
5.
b. An entily 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 come, The term '"affiliate" incllldc:=s those officers, directors, executives. 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 market value under an arm's length agreement. shall be a prima facie case that
one person controls another person, A person who knowingly cnters intu a joint venture with a person who has
been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate,
I understan that a "person" as defined in Paragraph 287,133(1)(e), Florida Statutes, means any natural person or entity
organized der the laws of any Statc or of the United States with the legal power to enter into a binding contract and
which bi s applies to bid on <:ontraclS for the provision of goods or services let by a public entity, or which
otherwis sacts or applies to tran,;act business with" public entity. The term "person" includes those ofticers.
~;~:~m. 'wli.c;, p,n"". ,h,,,ho]dee>, emp]oy'~;. membg ,,'" ,gent Wh01';V' ;" """gemen' of",>
_W ().t7v h2, ______
(Primed or Typed Legal Name of Attiant)
Osc~r GODzalez....___ L
WiJ,l.:ie Wang ~ \.~~ ~ Notary Seal:
Notary', !\ame Printed. Stamped 01 Typed
Personally Known: _____u_ or Produced Identification LIdelllificatiOl1 Produced _n..tL~Y-~'
"
\\\\\\11111 11111111
~~~ ~~~.~. *;rJ~~
~ ~",';\t.""ISSIO^,'," 'v_"-',
;::: . c," 13
~ . -$- ~'? . ;,
~ fl. C:)
g*:
= .
~ :..g., #00244460 .; -
~ 4;:..~~ -~.' ~
~ '%'-:..Ihru~t~'.G:>"t- ~
~~ryA':~..".... ~~~~
\ '/II"VCfl.'C. STAIt. \j \\\\\;
H ~I\\\\\
..~
State of Florida County of Miami-Dade
Sworn to and subscribed be{orc me this 24th day of
April
, 2007 by
.
Page 8 of <)
RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum, I)
.
.
.
NON-COLLUSIVE AFFIDAVIT
State of
Florida
County of
Miami-Dade )
Oscar Gonzalez
and says that:
being first duly sworn, deposes
(1) He/she is the (Owner. Partner, Officer, Representative or Agent) of the Bidder that has
submitted the attached Bid:
(2) He/she is fully informed respecting the preparation and contents of the attached Bid and
of all pertinent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collusive or sham Bid:
(4) Neither the said biddcr nor any of its officcrs, partners, owners, agents, representatives.
employees or parties in interest, including this affiant, have in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a
collusive or sham Bid in connection with the Work for which the attached Bid has been
submitted; or to refrain from bidding in connection with such Work; or have in any manner,
directly or indirectly, sought by agreement or collusion, or communication, or conference \vith
any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or
to fix any overhead, profit, or cost clements of the Bid price or the Bid price of any other Bidder,
or to secure through any collusion, conspiracy, connivance, or unlawful agreement any
advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work;
(5) The price or prices quoted in the attached Bid arc fair and proper and are not tainted by
any collusio , co spimcy, connivance. or unlawful agreement on the part of the Bidder or any
other of its 'ge ts, representatives, owners, employees or parties in interest, including this
Affiant.
fA utr b-,u ~k:
SIGNATURE OF AFFIANT
(Printed or Typed Legal Name of Affiant)
State of Florida County of Miami-DaQe_
Swam to and subscribed before me this 24th
day of
AI' r i1
Oscar Gon~l.e.Z___
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Page 9 of 9
RFQ 07-m-O] Engineering Srvs Bridge Revised (Addendum.l)
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~ I certify the attached is a true and correct copy of the Articles of ~
~ Incorporation of NEW MILLENNIUM DESIGN CONSULTANTS, INC., a Florida ~
~ corporation, filed on April 27, 2006, as shown by the records of this ~
~ office. . a
~ I further certify the document was electronically received under FAX aUditaD
~ number H06000114415. This certificate is issued in accordance with ~~~
~ section 15.16, Florida Statutes, and authenticated by the code noted belowH~~
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~ The document number of this cprporation is P06000060292. ~
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~ Authentication Code: 606A00029723-042806-P06000060292-1jl ~
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~ Given under my hand and the ~
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~ Twenty-eighth day of April, 2006 ~
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I certify from the records of this office that T.Y. L1N INTERNATIONAL I H.J.
ROSS is a FlctiliQUS Name registered with the Department of State on
January 3, 2003.
The Registration Number of this Fic:tilious Name is G03003900381.
I furUlor carmy that said Fictitious Name Registration Is active.
Gillen under my hand and the
Great Seal of the State of Florida
at Talfaha$sf:e. Ihe Capital. thi:! UI~
Twenly-sixlh day of June, 2006
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I certify from the records of this office that T.Y. UN INTERNATIONAL, is a
corporation organized under the laws of the State of Florida. flied on
June 12. 1975.
The document number of this corporation is 834521.
I further certify that said corporation has paid all fees due thIs office through
December 31.2006, that its most recent annual report/uniform business report
was filed on January 9, 2006. and ilS status is active.
I further certify that said corporation has not filed Articles of Dissolution.
Given under my hand and the
Great Seal of the State of Florida
at Tallahassee, the Capitol, this the
Twenty-sixth day of June, 2006
TYLININTERNATIONAL I IIJ ROSS
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TYLI I HJR Proof ofInsurance
ACORD,. CERTIFICATE OF LIABILITY INSURANCE Page 1 of 3 I DATE
03/02/2007
PRODUCER 877-945-7378 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Willis North America, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR
26 Century Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
P. o. Box. ]OS19~
Nashv!lle, TN 372305191 INSURERS AFFORDING COVERAGE NAIC#
INSURED T.Y. Lin International INSURERA: National Union Fire Insurance Company of 19445-076
Two Harrison Street INSURERB: Hartford Fire Insurance: Company 19682-100
Suite 500
San Francisco, CA 94105 INsurU:.RC; National Union Fire Ins Co ot P!ttsburah 19445-100
INSURER D: Insurance Cccpsny of the State ot Pennsyl 19429-900
tr~SURERE: L.x1nqton In.uranc. Comnanv 19437-000
COVERAGES
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THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING
ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDInONS OF SUCH
POLICIES" AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
I~~ WsYJ TYPE OF INSURANCE POUCY NUMBER P8!~~Y ~UB8^,~E P8klfe",~'lf&,,AAN LIMITS
A ~NERAllIABllITY GL1798575 3/1/2007 3/1/2008 EACH OCCURR ENeE $ 1 000 000
x.. COMr.t[Rc;IAl GENE.RAL lIAl:]IUTY ~~E\~~H9~~m~r~"'" $ 1 000 000
- :=:f~I.AlMS ~W)E [i] OCCUR MHJ EXP IAnyooe pelXlfl) $ 10 000
X CONTRACTUAL LIABILIT'J PERSONAl & A1)V INJURY $ 1 000 000
X CROSS LIABILITY GENERAL AGGREGATE $ 2 000 000
~N'I. AGGRfr;l~.If.H T NMPER PRODUCTS. COOP..OP A,GG $ 2 000 000
POl.lCY X J1"2i 1.0C
B ~TO"08ILE LIABILITY 57UUNTM3465 3/1/2007 3/1/2008 COMBINED SINGLE UMIT
$ 1,000,000
x.. /ltNAuro (E~ accrJi1nf1
- AI.l. OWNHJ AUTOS BOOIL Y INJ URY
$
SCHEDULED AUTOS {Per pl'fsool
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$
flKlN..OWfJEDAIJTOS ,P\l( acc~o)nb
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PROPEHTY DAMAGE $
(P,,(~ldeflt)
GARAGE L1ABIL.ITY AUI00NlY.. EA,\CCII)[NT $
R ANYAUTO OTHER THiW EA ACe $
AIJTOONL Y: AGG $
C EXCESSLlABllITY B85685694 3/1/2007 3/1/2008 !:ACfIOCCURBENCE $ 1 000 000
t~~rOCCIJR D CI.AIUSf.(ADE AGGREGATE $ 1 000 000
$
R DElJlICtllllE $
HE rEhlTJON $ $
C WORKERS COMPENSAnON ANC WC1593127 (CA) 3/1/2007 3/1/2008 X I r~~mJ,'ts I lOW'
EMPlOYERS'lIABIUTY
D ANY PROPRJEl ORiPAR1NU{;[)([CU1NE WC1593128 (AOS) 3/1/2007 3/1/2008 E.L. EACH ACCIDENT $ 1 000 000
Of F1CERit.AEMHER EXCLUDEO"! LI.. DISEASE.. EAEMPL.OYFE $ 1 000 000
11 V~, ,jij~a1oo UOO€:-f
SPECiAL PROVlSK)NS Od(M E,L. DISEASE. POLICY LIMIT $ 1 000 000
E OTHER 115-b~bO "1./2"'/"1.00"' I "I./"I."'/7.0U8
Profee8ional LiAbility EACH CLAIH $1.000,000
AGGREGATE $1. ODD, 000
DESCRIPTION OF OPERA T10NSlLOCATJONS,'VEHIClES.'EXCLUSIONS ADDED BY ENDORSEMENT/'SPECIAL PROVISIONS
RE: Proof of Insurance
Carrier addresses - se.. page 2
CERTIFICATE HOLDER
CANCELLATION
Proof of Insurance
SHOULD N4Y Of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEfORE THE EXPIRAnON
DA TE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRmEN
NOTICE TO THE CERTlFlCATE HOLDER NAMED TO THE lEFT, BUT FAILURE TO DO so SHAlL
tMPOSE NO OBliGATION OR LIABILITY OF ANY KINO UPON THE INSURER, ITS AGENTS OR
RE ESENTATIVES.
UT ORIZEO REPRESE~
ACORD 25 (2001/08)
Coll:1908422 Tpl:603293
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LICENSES AND CERTIFICATIONS
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CERTIFICATE OF AUTHORIZATION NUMBER: 9536
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DISPLAY AS REQUIRED BY LAW
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STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
BOARD OF ARCHITECTURE & INTERIOR DESIGN SEQ#L06122000912
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The ARCHITECT CORPORATION
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Under the provisions of Chapter 481 FS.
Expiration date: FEB 28, 2009
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H.J. ROSS ASSOCIATES, INC
201 ALHAMBRA CIR STE 900
CORAL GABLES FL 33134
JEB BUSH
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SIMONE MARSTILLER
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The LANDSCAPE ARCHITECT BUSINESS "'<.:.: - .
Named below HAS REGISTERED '. .
Under thepl'ovisiona of Chapter 4al',FS.
Expiration date: NOV 30, 2007.-;:;;,. .
H J ROSS ASSOCIATES INC
201 ALHAMBRA CIRCLE SUITE 900
CORAL GABLES FL 33134-5108
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JEB BUSH
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AUDIT NO.: 0507- 003460
CERTIFICATE OF AUTHORIZATION NUMBER: 2439
EXPIRATION: 28-FEB-07
DISPLAY AS REQUIRED BY LAW
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STATE OF FLORIDA
DEPARTMENT O:Jr'~USUiESS/AND EG-W:JrESSIONAL aEGu-LATION
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VERA, MANUELG.
MANUEL,:G Vl~RA:';&ASSOCIATES ,INC
13960 'SOUTHWEST 47TH STREET
MIAMI FL'33175
CHARLIE CRIST
, 'GOVERNOR. '
L_______~,~.:...__,._:L~:_._______..__
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:DISPLAY A~ R.~Q.ldlR~P_~_'(~YL_
HOLLY BENSON
SECRETARY
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01 182007 OE0479~20 LB2439
The "SURVEYING, ;.&;~MAPP.IN~'BUSIN'ES S'
Named below. IS CERTIFIED . ','
Under..thepr.ovisions of Chapter. 472
Expiration date: FEB 28, 2009, :
FS.
MANUELe;;' VE:RA.:',& 'ASSOCS INC
13960 S0UTHWEST47TH STREET
MIAMI. ;. ';. F:L 33175
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CHARLIE CRIST
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HOLLy'.BENSON
SECRETARY
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STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION i
BOARD OF PROF,SURVEYORS SO MAPPERS SEQ#L07011700897I
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01 17 2007 068125492 'LS5982
The SURVEYOR AND MAPPER
Named below IS LICENSED
Under the provisions of Chapter
Expiration date: FEB 28, 2009'
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HO~~~R~~~J~~_____.___,__.,.____,___,.,,_ J
472 FS.
NUIN, S,ILVIA
13330 SOUTHWEST 254 TERRACE
PRINCETON ' FL 33032
CHARLIE CRIST
~________~OV~~_~~____,____.______.PJ~'p'LAy" A~, REQJd!R~RJ~Y_JA.W
State of Florida
Department of State
I certify from the records of this office that MEDIA RELATIONS
GROUP, LLC is a limited liability company organized under the laws of
the State of Florida, filed on July 25, 2003.
The document number of this limited liability company IS
L03000027416.
I further certify that said limited liability company has paid all fees due
this office through December 31, 2006, that its most recent annual report
was filed on January 14, 2006, and its status is active.
I further certify that said limited liability company has not filed Articles
of Dissolution.
Given under my hand and the Great Seal of
Florida, at Tallahassee, the Capital, this the
Thirteenth day of April, 2007
~~(S
Secretary of State
Authentication 10: 900096736429-041307-L03000027416
To authenticate this certificate, visit the following site, enter this
10, and then follow the instructions displayed.
www.sunbiz.org/auth.html
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MIAMI-DADE COUNTY
TAX COLLECTOR
140 W. FLAGLER 8T.
14th FLOOR
MIAMI, FL 33130
2006 OCCUPATIONAL LICENSE TAX 2007
MIAMI.DADE COUNTY. STATE OF FLORIDA
EXPIRES SEPT. 30, 2007
MUST BE DISPLAYED AT PLACE OF BUSINESS
PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 a. 10
THIS IS NOT A BILL-DO NOT PAY
FIRST-CLASS
U.S. POSTAGE
PAID
MIAMI, FL
PERMIT NO. 231
TRANSFER
LICENSE NO. 483766-3
525918-9
BUSINESS NAME I LOCATION
MEDIA RELATIONS GROUP llC
18001 OLD CUTLER RD
33157 PALMETTO BAY
OWNER
MEDIA RELATIONS GROUP lLC
Sec. TY.I1e of Business
213 ADV/HARKETING/PUB RELATIONS
THIS IS AN OCCUPATION"'L
T...X ONLY. IT DOES NOT
PERIIIT THE UCEHSEE TO
VIOLATE ANY EXISTING
REGULAlORY OR ZONING
LAWS OF TIlE COUNTY OR
cmu. NOR DOES IT
EXEMPT TIlE UCENSEE
FRDII AllY OTllER UcEHSE
OR PERIIJT REQUIRED BY
LAW. TIllS IS NOT A
CERTlFlc...nON OF TIlE
UCEHSEE'S QU...UFlC....
1lON.
PAYMENT RECEIVED
IllAII!-DADE COUNTY TAX
COL.1.EclOR:
12/27/2006
60jl~QJljl0275
o lUJIHl4J. 50
SEE OTHER SlOE
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407
EMPLOYEE/S
1
DO NOT FORWARO
MEDIA RELATIONS GROUP lLC
OSCAR GONZALEZ III VP
18001 OLD CUTLER RD 407
PAlMETO BAY FL 33157
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