HomeMy WebLinkAboutGannet Fleming
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llualifications For
Professional General Engineering Consultant
RFll# 07-03-01
For The North Bay Road Pedestrian and Emergency Vehicle Bridge
and The Town Center Park []bservation Deck and Boardwalk
ECEIVED
APR 1 9 2007
CIty at Sunny IIIH 8e&a1
omce at h Clem
04-~5-07AI_:2~ CCVD
/ \
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Submitted to:
City of Sunny Isles Beach
Submitted By:
~ liannett Fleming
Cefe6ratinu.!)()
years oj ~eUence
April 25. 2[][]7
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~ liannett Fleming
April 25, 2007
Office of the City Clerk
City of Sunny Isles I3each
18070 Collins Avenue
Sunny Isles I3each, FI 33160
Re: Request for Qualifications No. 07-03-01
Professional General Engineering Services
To City Clerk:
Gannett Fleming, Inc. (GF) is pleased to submit this proposal to provide professional services for new city
infrastructure that can improve the overall quality of life for a dynamic community. GF is a full service multi-
disciplinary planning and engineering firm with more than 90 years of experience. We have been actively involved
in the South Florida community for over 25 years performing transportation planning, engineering, traffic
engineering, highway design, bridges, drainage, water studies, and environmental analysis. This project will be led
by our Miami office and all correspondence should be directed to the proposed project manager:
Mr. Carlos Cejas, P.E., Vice-President
Gannett Fleming, Inc.
7300 Corporate Center Drive, Suite 70 I
Miami, Fl33126
Mr. Cejas has over 20 years of experience in transportation in South Florida and, therefore, is very t~\miliar with
local issues. He has a civil engineering degree from the University of Miami and a Masters in Business
Administration from Florida International University. He has managed a multiple number of assignments ranging
from planning and development studies, similar to this bridge project, to traffic engineering projects, highway design
projects and bridge design projects. Recently, he completed studies and design for two historic bridges over
navigable waterways in the City of Miami which also had complex permitting issues. Mr. Cejas will be a
comprehensive project manager since he is extremely well versed in all areas that encompasses this project including
bridge design, roadway and drainage design, and environmental needs/requirements. Mr. Cejas also has excellent
communication skills which have served him well during controversial projects completed for the Florida
Department of Transportation, City of Miami, Miami-Dade County and others. As head of the Miami office he can
assure that the project resources to complete this assignment to the satisfaction of the City will be <wailable.
GF will enter into standard agreements with our proposed subconsultants: Geosol, Inc., Manny Vera and Associates
and H2L2 Architects. Geosol provides geotechnical engineering and testing services, including subsurtace
exploration studies, laboratory testing, engineering, consulting, and design of foundation systems. MGV utilizes the
latest surveying technologies such as Laser scanning or 1-1 igh Definition Surveying System which offers data
collection in the near virtual reality spectrum. H2L2 is a Philadelphia firm established in 1907 which has completed
numerous small and large architecture projects with GF throughout the country. The proposal follows the format as
required and includes business overview information, a list of projects and references, an organizational chart, a
project approach and project costs/schedules. Required forms are also included. We look forward to working with
the City on this very important assignment and believe we have provided the best team and options available.
Sincerely,
JL V'1f1:
John Dougherty, P.E., Senior Vice President
Gannett Fleming, Inc.
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1(1liannett Fleming
GANNETT FLEMING, INC.
P.O. Box 67100
Harnsburg, PA 17106-7100
Location:
207 Senate Avenue
Camp Hill, PA 17011
Office: (717) 763-7211
Fax: (717) 763-8150
www.(lannettfleming.com
CERTIFICATION OF FINANCIAL CAPABILITY
for
CITY OF SUNNY ISLES BEACH, FLORIDA
REQUEST FOR QUALIFICATIONS NO. 07-0J-OI
PROFESSIONAL GENERAL ENGINEERING CONSULTANT
This is to certi fy that, in connection with our proposal to provide professional services to City of Sunny Isles Beach,
we are linancially stable and have the necessary tinancial resources to provide these services, as evidenced by:
· Our audited consolidated balance sheet. as of December 31,2005, which retlects total assets of $82,376,000;
working capital of$54, 198,000; and stockholders' equity (net worth) of$4,338,000. A copy of the consolidated
halance sheet accompanies this certitication. Complete audited consolidated tinancial statements for 2005 will
he provided to City, upon request. Financial statements for 2006 are not yet available.
· Our consolidated operating revenues of $224,720,000 and $227,975,000 for the years ended December 31, 2005
and 2004, respectively. Financial statements for 2006 are not yet available.
· Our history: Gannett Fleming, Inc. was incorporated in Delaware in 1989 and is a member tirm of the Gannett
Fleming organization, which was founded in 1915. Gannett Fleming has provided professional services to
thousands of clients in all 50 states and a number of foreign countries. The organization's more than 1,700
employees currently provide services to federal, state, and municipal government agencies; railroads and
utilities; and private and commercial clients, from more than 45 offices, including Florida locations in
Jacksonville, Miami, Orlando, Tallahassee, Tampa, and West Palm Beach.
· Our ownership: Gannett Fleming, Inc. is a subsidiary of Gannett Fleming Affiliates, Inc., a Delaware holding
company whose stock is privately held by 75 Gannett Fleming employees, none of whom owns more than tive
percent of the stock. A list of those stockholders and their business addresses accompanies this certification.
· Our unsecured lines of credit at three commercial banks --- M&T Bank (Manutacturers and Traders Trust
Company), PNC Bank, N.A., and Sovereign Bank --- totaling $15,950,000, all of which is currently available for
future borrowing.
· Favorable reports issued by our federal audit agency, the Defense Contract Audit Agency (DC AA), on an
A.\'.\'(;'ssmenf a/Financial Capabilify and on Alodi/ied Financial Condifion Risk Assessmenfs performed from
November 2001 through August 2004, which indicated that an "analytical review ofGFI's financial
statements.. ..did not reveal any adverse trends indicative of a company in tinancial distress" and that the DCAA
was "not aware of any signi ticant events or adverse conditions that would affect G FI's abi I ity to perform on
government contracts due to deterioration in GFI's financial condition". The DCAA has subsequently
concluded that their assessments did not show indications ofsigniticant untavorable tinancial conditions that
would warrant the performance of a detailed financial condition risk assessment.
To the best of our knowledge, no material unfavorable changes in our tinancial condition have occurred subsequent
to December 3 I, 2005 --- the date of our most recent audited tinancial statements.
GANNETT FLEMING, INC.
//r
Lynn E. Knepp
Senior Vice President and CFO
,
. ~ .6(' /
F'
April 23, 2007
\ Ji-oditiCI/J lij' E'(('('!!ef/( '('
I
GANNETT FLEMING, INC.
I CONSOLIDATED BALANCE SHEET
I December 31,
(1/jJIr;".~ ill tli(lIl.\iwJ~) 2005
I ASSETS
CURRENT ASSETS
I Cash and cash equivalents $ 4,621
Accounts receivable and unbilled revenues 69,939
Prepaid built-in gains taxes 7
I Note receivable 7
Other current assets 1,191
75,765
I PROPERTY AND EQUIPMENT, net 5,770
OTHER ASSETS
I Investments 662
Deposits and prepaid expenses 138
Intangibles 41
I 841
TOTAL ASSETS $ 82,376
I LIABILITIES AND STOCKHOLDERS' EQUITY
I CURRENT LIABILITIES
Current maturities of long-term debt $ 845
Accounts payable 10,520
Deferred income taxes 77
I Other current liabilities 10,125
21,567
I OTHER LIABILITIES
Long-term debt, net of current maturities 25,869
Deferred compensation 5,319
I Deferred income and built-in gains taxes 4,974
Unfunded pension obligation 20,309
56,471
I STOCKHOLDERS' EQUITY 4,338
TOT AL LIABILITIES AND STOCKHOLDERS' EQUITY $ 82,376
I
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1'-'V I
I t" . t l
ql j j II
See notes to consolidated financial statements.
I 2
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List of Projects Past 5-Years
Project No
Project Name
Client
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Miami Dade County Public
Works
29200 Coral Way {SW 24 Street
I
35487 OfIN Traffic Operations Misc. Minor Design FOOT, District VI
I
West 137th A....enue: SW 8 Street to NW 12 Miami Dade County Public
36070 Street Works
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36644 Historic Steel Bridge Rehabilitation FOOT, District VI
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Puerto Rico Highway and
36861 Aguas Buenas PR.20B Transportation Authority
I
I.
37592 Districtw'ide Minor Projects FOOT, District IV
Miami Dade Parks and
31796 Miscellaneous Engineering Services Recreation Department
Las Piedras Connector Between PR-30 and Puerto Rico Highway and
38412 PR-183 Transportation Authority
I
38977 OfW PO&E Study Consultant Services FOOT. District VI
I
39396 3R Design Services for SR 1S/US 441 FOOT. District IV
I
39399 D/'vV Public Transportation Consultants FOOT. District VI
I
39420 Flooding Emergency Bridge Reports C3TS / FOOT District VI
I
Sanchez Zeinali / FOOT District
39574 SR 826 Connector to 1-75 VI
I
SR 8231NW 57 Avenue from Okeechobee
39576 Road to West 21st Street FOOT. District VI
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Miami Dade County Parks and
39717 P & R Project No. EOQ.Park-Ol. R1 Recreation
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Miami Dade County Dept of
Environmental Resources
39741 Drainage Improvements Management
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Contract Oates
3/16/98.3/16/2004
9/15/98 -12/1812002
3126/97.7/31/05
811999 - 8/2000
4/10/200.2/1/2005
12/27/99 - 12126/02
10/2000 - Present
3/13101 - 3/12/06
7/31/01 - 8/30/04
6127101 .7/26106
8/29/2000 -
8/29/2005
12/28/1998.
12/2812003
10/4/01 .6/30/07
12/18/01 - 12/18108
11/4/01 . 11/4/03
5/13/2003
Contract Amount Contact Info
Miami Dade County Public
Works Stephen
P. Clark Center
111 Northwest 1st Street, Suite
1510
Miami. Florida 33128-1970
Octavio Marin
$74.84400 (305) 375.2838
Florida Department of
Transportation, District VI
1000 NW l11th Avenue
Miami, Florida 33172
Jose Barrera (305)
$784.329.00470-5260
Miami Dade County Public
Works Stephen
P. Clari( Center
111 Northwest 1st Street. Suite
1510
Miami, Florida 33128-1970
Octavio Marin
$726.40900 (305) 375-2838
Florida Department of
Transportation, District VI
1000NW 111thAvenue
Miami, Florida 33172
Israel Magrisso
$614,769.00 (305) 470-5448
Puerto Rico Highway and
Transportation Authority
P.O. Box 42007
San Juan, Puerto Rico 00940
Jose Hernandez
$662,57400 (786) 721.8787
Florida Department of
Transportation, District IV
3400 West Commercial
Boulevard
Fort Lauderdale, Florida 33309-
3421 Vanita
Sharma (954)
$1.244.007.00 777-4468
Parks and Recreation
$107.083.00 Department
Puerto Rico Highway and
Transportation Authority
P.O. Box 42007
San Juan, Puerto Rico 00940
Jose Hernandez
$427,565.00 (786) 721-8787
Florida Department of
Transportation, District VI
1000 NW 111th Avenue
Miami, Florida 33172
Andre Goins (305)
$1,541.017.56 470-5217
Florida Department of
Transportation, District VI
1000 NW 111 th Avenue
Miami, Florida 33172
Henry Oaikhena
$1,089.357.18 (954) 777-4"0
Florida Department of
Transportation, District VI
1000NW 111thAvenue
Miami, Florida 33172
Carl Filer (305)
$1,357,72225470-5137
C3TS
901 Ponce de Leon
Suite 900
Coral Gables. Florida 33134
Robert Carballo
$82,337.41 (305) 445-2900
Sanchez Zeinati and Associates,
tnc.
10305 NW 41 Street, Suite 103
Miami, Florida 33178
Frank Zeinati
$63.979.33 (305) 477-4467
Florida Department of
Transportation, District VI
1000 NW 111th Avenue
Miami, Florida 33172
Daniel Iglesias
$1,142,790.12 (305) 470-5289
Miami.Oade Parks and
Recreation Department 275
NW 2nd Street, 4th Floor
Miami, Florida 33128
Li Guaru
$226,60000 (305) 755-7834
Miami Dade County Dept. of
Environmental Resources
Management 33
SW 2nd Avenue, 2nd Floor
Miami, Florida 33130
Eduardo Vega, P E.
$454.16800 (305) 372-6401
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I
NW 74 Street Ext. from SR 82610 SR 821 - Miami Dade County Public
4~142 3 Lane Design Works I FOOT District VI 3/3/05 - 3/21106
I
New Partlallnlerchange at flonda's FOOT Turnpike I FOOT District
45346 Turnpike VI 5/4/05 - 3/21/06
I
Duany Plater-Zyberk I City of
45429 Miami 21 Code Miami 6/1105 - 2/1/06
I
45999 Miami Partnership BOOR City of Miami 10120/04 - 10/20/06
I
Oistrictwide PD&E Study Consultant
46083 Services FOOT, District VI 9/14/05 - 9/14/07
46230 City of Miami Circulator Project (AA) City of Miami 11/8105 - 10/20/06
I
46269 City of Miami Grand Avenue Study City of Miami 11/14/05 - 3120106
I
46899 Permitting Contract URS I FOOT District VI 2/21/06 - 8/21/06
I
46939 Overtown Station Redevelopment EA City of Miami 5/8/06 - 8/8106
I
47098 City of Miami BOOR City of Miami 5124106 - 11/24/06
I
47334 SR 874 C3TS / MDX 8/8106 - B/8/0B
I
47472 Miami Dade MPO GPC Services Miami Dade MPO 7/31/06 - 7/31/09
I
SR 809/ Military Trail from Oxford Road to
47702 SR 7041 Okeechobee Road FOOT, District IV 11120/06 - 11/19/08
I
Independent Technical Adviser on the Port
47768 of Miami Miami Dade MPO 12/14/06 - 1130107
I
48107 Alton Road PD&E Kimtey Horne I FOOT District VI
I
I
I
Florida Department of
Transportation, District VI
1000 NW l111h Avenue
Miami, Florida 33172
Rene de Huetbes
$1.774.665.00 (305) 470.5341
rlorida Department of
Transportation, Oistrict VI
1000 NW 111th Avenue
Miami, Florida 33172
Rene de Huetbes
$2,965,74600 (305) 470.5341
Duany Plater-Zyberk and
Company 1023
SW 25th Avenue
Miami, FL 33135
Marina Khoury
$72,40300 (305) 644-1023
City of Miami
444 SW 2nd Avenue
10th Floor
Miami, Florida 33130
Jose Gonzalez
$72,12471 (305)416-1092
Florida Department of
Transportation, District VI
1000 NW l11th Avenue
Miami, Florida 33172
Andre Goins (305)
$614.696.20470-5206
City of Miami
444 SW 2nd Avenue
10th Floor
Miami, Florida 33130
Lilia Medina
$1,713.291.37 (305) 416-1060
City of Miami
444 SW 2nd Avenue
10th Floor
Miami, Florida 33130
Maria Lopez
$73.696.48 (305) 416-1206
URS Corporation
7650 Corporate Center Drive,
Suite 400
Miami, Florida 33126
Keith Stannard
$8.90516 (305) 262-7466
City of Miami
444 SW 2nd Avenue
10th Floor
Miami, Florida 33130
Jose Gonzalez
$162.636.12 (305) 416-1092
City of Miami
444 SW 2nd Avenue
10lh Floor
Miami, Florida 33130
Jose Gonzalez
$223.62995 (305) 416-1092
C3TS
901 Ponce de Leon
Suite 900
Coral Gables, Florida 33134
Robert Carballo
$5.000.00 (305) 445-2900
Miami Dade County MPO
111 NW First Street
Suite 910
Miami, Florida 33128
Oscar Camejo (305)
$49.435.60375-1837
Florida Department of
Transportation, District tV
3400 West Commercial
Boulevard
Fort Lauderdale, Florida 33309-
3421 Nadir
Rodrigues
$412,71096 (954) 7774385
Miami Dade County MPO
111 NW First Street
Suite 910
$27,500.00 Miami, Florida 33128
Kimley Hom
5100 NW 33 Avenue
Suite 109
Ft. Lauderdale, Florida 33309
Gregory S. Kyle
$194.856.46 (305) 535.5100
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I
Project Approach
Our overall concept layout is included in Figure J. Two overall concepts are presented: I) a mid-level speed design
horizontal alignment (preferred) and 2) a low-speed design horizontal alignment. Each has its merits and can be further
refined with direct input from the City. Our approach has been to illustrate both an intcrim design that is pedcstrian
oriented and can be implemented quickly and an ultimate design that has more of a vehicular orientation and can be
implcmented once existing physical constraints are eliminated. A preliminary profile based on County Public Works
Department vertical clearance requirements is also included.
I
I
Bridge Design
The bridge will provide a clear width of 40 feet between curbs as stipulated by the City and will be designed to
accommodate future traffic loads. Initially, to maintain an open feel, sidewalks and impact resistant barriers will not be
includcd but added when the structure is converted to accommodate vehicular traffic. The gcometry of the crossing will
playa major role in the determination of possible structure alternatives. The proposed bridge lies on a horizontal curve,
and will have an overall span length betwecn 110 feet and 135 feet depending on roadway alignment. A shallow
superstructure is required to minimize the vertical profile due to ADA demands and still provide enough under
clearance to mcet maintenancc and environmental criteria. A structural form that can meet these geometric requirements
and the aesthetic visions of the City is the goal of the Gannett Team. Multi tamily residences are adjacent to thc site and
proper consideration must be given in the selection of the form, material, and appearance of the structure to be
constructed. The local residents will be sensitive to what is built and will demand a structure that is as beautiful as it is
functional. Much thought and imagination has been given to create a "plaza" feel on the bridge while balancing the
budget concerns. Amenities such as alcoves, viewing platforms, aesthetic railings, and possibly even planters have been
considered for this project.
I
I
I
I
I
The Gannett Team envisions four possible alternatives to meet the City's needs. They are as follows:
I
Alternative J: Post- Tensioned Box - The first option
makes use of a post-tension concrete box
superstructure resting on reinforced concrete
abutments supported by drilled shafts. This structure
type not only provides a clean, smooth look, but the
inherent behavior properties of the section align with
the demands of the site. A closed box section is ideal for resisting torsion forces generated due to curvature, and post
tensioning provides sufficient strength with controllable section depths. Though the structure can bencfit from all these
positive attributes, structure depth will still be an issue. Minimum vertical clearance above mean high water will be an
issue to address with this structure typc and the GF Team is committed to work with the appropriate agencies. Proper
measures, such as a more resistive concrete mix and coated reinforcing stcel can be taken to assure stmctural integrity at
dccreased clearance levels. Since there will not be any exposed anchorages inside thc box, the minimum inner void
height bascd on accessibility criteria may be relieved and a shallower section used. The use of a vertical curve to raise
the alignment profile is anothcr option in handling depth issues.
I'
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I
I
I
I
The box section can be either pre-cast segmental or cast-in-place concrete. A pre-cast option would allow for quicker
construction and more refined quality control opcrations, though the placement of segments may bc difficult for many
local contractors due to special truss systems and gantries that may be required. Additionally, tendon layouts may
become more complicated due to the several stages of stressing required to construct such a structure. A cast-in-place
box would simplify the tendon patterns, but forming of the element would bring challenges of its own. Temporary
easements in the canal would be required to permit temporary supports of thc form system, and constmction time would
bc prolonged over the pre-cast counterpart.
I
I
I
The box superstructure would rest on two reinforccd concrete stub abutments supported on drilled shafts. Drilled shafts
are recommended over driven piles due to noise considerations of the driving process, and would be less intmsive in
terms of environmcntal impacts. Tie downs may be required to resist the coupled forces rcsulting from curvature, but
these can easily be dealt with using the eorreet details. Form liners and other architectural treatments could be
incorporated, adding character to the exposed surfaces of the abutments and increasing public appcal. Wing walls will
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These elements are pre-cast, prc-tensioned closed sections, and provide torsional resistance as well as a smooth aesthetic
appearance. They are also cconomical and lead to accelerated construction procedures, and can be cast as relatively
shallow sections. As with the post-tensioned box option, this bridge would make use of reinforced concrete abutments
founded on drilled shatls, and the pier would bc a cap on drilled shafts.
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As with the previous alternatives, architcctural enhancements can easily be incorporated to provide a more pleasing
structure. The pier can be extended to support alcoves, giving the public an unobstructed view of the sights around the
structure, and the cap can be cast to any shape desired. This simple, yet functional and attractive structure would not
preclude any contractors lacking complex experience from bidding the job, and would rcsult in more competitive
construction costs.
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Boardwalk - The Town Center Park observation deck and boardwalk constitute the
second focus of this project. Many of the same techniques, architectural trcatments,
materials, and themes used in the bridgc will be carricd over to the boardwalk to
provide continuity between the structures and a universal feel throughout the site.
Again, it is anticipated that drilled shatls would be used to limit construction noise
forced upon the public and limit disturbance to the adjacent environments. The
substructure could be concrete, timber, or synthetic material depending upon the
demands and look that is desired.
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There are many options for the superstructure of the boardwalk. Again, several
materials will be considered, as will how each will match the stmcturc type of the adjacent bridge. Repeating pre-cast
arch barrels could be used to blend with the two arch options. A concrete slab structure could be implemented to match
the form of eithcr the FUB or post-tcnsioned box alternatives, or a timber superstructure could be implemented to give a
more rustic feel and blend with the over hanging Mangrove trees. A concrete surt~\ce will better facilitate strollers,
bicycles, and roller blades due to the elimination of joints present betwecn timber planks, whereas a tiberglass (or other
material) grating material will allow light through for the sea grass present in the waterway I. Each brings its own
benefits to the tablc, and all will be weighed to arrive at the best choice.
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One focus in the design of the boardwalk will be to rcduce the number of substructure units. This will not only reduce
the impacts on the channel, construction time, and matcrial costs, but will result in a less cluttered, open appearance.
The goal is to provide the lease intrusive structure possible. To further add to the uniqueness of the boardwalk, the
vertical profile can be varied to give pedcstrians a more sensual experience. A sinusoidal profile will not only give
variety to thc users of the boardwalk, but will add to the visual appeal of the structure by providing a smooth, flowing
form. Thc boardwalk will have an observation deck at the east end adjacent to a recently constructcd park. A gazebo
and seating area would fit in well at this location, giving a chance to take in all the sites presented at this location.
Planters could also be incorporated to give a softer feel, and a sitting area crcated for travelers to relax during their
stroll.
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Bulkhead wal/- There are existing bulkhead walls on both sides of the waterway that will be impacted by the project.
It is anticipated that any modification or replacement of these walls will need to be closely coordinated with the
architectural treatments and themes used on the pedestrian bridge and boardwalk. Cast in place reinforced concrete
walls supported on piles would be the most likely candidate for these structures, providing a cost effective solution that
also possesses flexibility to incorporate a widc range of architectural features. Depending on the final alignment and
location of bridge substructure units, appropriate stcps will be taken determine the limits of reconstruction, or if total
replacemcnt of these walls is warranted.
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Environmental Permitting
Existing environmental conditions at the project site include the presence of:
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Coastal mangrovc wetland system. The canal's south shore is dominated by a mangrove shoreline (Harvey Baker
Graves Mangrove Preserve) exhibiting:
· Approximately 950 fect by 80 feet (1.5 Acres) mangrove forest primarily consisting of red mangrove but
includes white and black mangroves.
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. DERM Class [ Permit for Coastal Construction and Mangrove Trimming, Standard Form, may need
approval by county Environ-mental Quality Board depending on mangrove impacts and public involvement
results. DERM notities all riparian owners within 300 feet of project and a Public Hearing by the County
Commission is held for Standard Form permits. Permit process takes 10 weeks to more than I year.
Dewatering permit also is obtained by the contractor from the County for unavoidable dewatering.
. Florida Department of Environmental Protection (FDEP), National Pollutant Discharge Elimination
System (NPDES) Permit (under delegation by USEPA in Florida). Construction contractors apply for these
permits but utilize Stormwater Pollution Prevention Plans (SWPPP) that are developed as part of project plan
set. Class V Deepwell Permit would also be obtained from FDEP, if needed. GF is proposing swales or othcr,
non-injection treatment and disposal methodologies for stormwater from additional impervious surface areas.
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A voidance and minimization 0 f impacts:
. Boardwalk design: providing walkway grating to allow light to enter water below the boardwalk plus a
minimum 5-foot understructure elevation from mean high water can avoid "formal consultation" under Section
7 of the ESA (personnel communication, Penny Cutt, USACOE, April 20, 2007). Opaque materials have also
bcen used in nearby boardwalks/piers to allow Johnson's seagrass more light than grating, avoiding a
"Determination of Effect" from NOAA or USFWS. GF alignment could avoid not only mangrove outcrops but
potentially the seagrass patches as well.
. Bridge design: avoiding or minimizing dredging/tilling wetlands or submerged lands in "other surface waters"
(i.e., canal waters past mangroves or seagrasses), minimizing indirect impacts such as shading (minimal bridge
deck width, maximum under-deck height by thinner superstructurc design) and avoiding or minimizing
placement of bridge structures like piles or piers in the water as much as possible.
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Mitigation a mitigation plan will be developed during permitting as necessary, taking into account the following:
. Existing mangroves are an "enhancement" mitigation site (mitigation that involved mangrove planting
within a naturally occurring marsh) from a nearby project under a SFWMD permit (personnel communication,
Ron Peekstok, April 23, 2007) and likely are under a conservation easement. GF can determine the presence,
and implications, of such an casemcnt early on in permitting to assist obtaining approval by the SFWMD
Governing Board to impact these mangroves but for a well-demonstrated public safety bridge project. GF
would demonstratc that the proposed impacts are minimized and unavoidable. Mitigation at highcr rates than
impacts to natural, non-mitigation wetlands would be rcquircd (per Luis Otero and Lisa Spadafina, DERM
meeting held on April 18, 2007).
. Onsite mitigation unlikely, no appropriate nearby shoreline availablc.
. Offsite mitigation, possibly in Oleta River State Park, as done along with enhancing thc Mangrove Preserve,
(both on- and off-site mitigation offset the same project's impacts). Mitigation banks such as the FPL
Evcrglades Mitigation Bank (EMB) may also havc mangrove "credits" to sell.
. Seagrass impacts are mitigated on a case by case basis, and can include planting ("in-kind, direct"
mitigation); substrate restoration for seagrass natural recruitment ("in-kind, indirect" mitigation); or
combinations such as substrate restoration with a monitoring time period (3 - 5 ycars typically) followed by
planting seagrass "plugs" or "runners" to achieve minimum "success criteria" established in the permits.
Mitigation bank seagrass credits may also be available, possibly from FPL's EMB.
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Required surveys/assessments: Thc Gannett Team has in-housc staff experienced conducting, documenting and
submitting required pcrmit application elements that will provide all scientific surveys or assessments for this project
(preliminary survey complete, see pictures below).
. ~~:I~
.:~,~ .- '-:0 t.,. '~~.:
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be required to retain fill material if the profile is raised. The height if these elements would be kept to a minimum, and
the same architectural treatments used on the bridge would be carried through the walls to ensure a seamless structure.
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Altemative 2: Tied Arch - The lack of available
superstructure depth and emphasis bcing placed on
aesthetic considcrations lend themsclves to a
structure that is supported from above. The geometry
of the site in combination with proposed roadway
alignments make it difficult to implement a stay and
tower system, but support the use of an arch and
suspender configuration. A tied arch is a structural
element that would allow the efficient usc of all
structural components while providing a visually appcaling form. Thc structure would be slightly over built in width to
permit the use of two parallel arches, allowing the roadway to meander across the deck as needed to meet the desired
alignment. The deck would "tie" the ends of the arches together, resisting the forces developed and eliminating the
need for massive thrust blocks. Intermediate points of support would be provided by a suspender-floorbeam
arrangement, and a much shallower deck system could be employed since the main supporting elements would be above
the roadway.
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The arch could be constructed from stcel or concrete, and the deck would most likely be reinforced concrete integral
with the floorbeams. Special attention would be paid to the aspcct ratio of the arch to avoiding overpowering the site
and assure forces are efficiently transferred into the deck. In addition to meeting the vcrticalload demands, the two arch
system provides superior lateral resistance to extreme wind loads, as expected during storm events. This is an important
feature based on the location 0 f the proposed structure.
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There are several benefits associated with this alternative. In addition to behavioral gains, a tied arch structure would bc
visually appealing. Propcr illumination and balanced color combinations could make this a truly signature bridge for
the City. The added space resulting from the overbuild could be uscd as sitting and viewing areas even after the bridge
is opcn to traftic, providing the plaza feel the City desires. Construction impacts on the community could be reduced
through this design. The entire superstructure could be built off site and floated into place via barge. This would
eliminate the need for shoring in the waterway and would expedite construction due to improved accessibility.
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Altemative 3: Single-Rib Arch - A single-rib arch is another way of efficiently
supporting thc deck from above. Over building would not be required for this
option, for the arch would span the suspended deck at a diagonal, and would not
be connected to the deck as with the tied arch option. Again, the arch could be of
concrete or steel, and the dcck would be reinforced concrete. Reinforced concrete
thrust blocks would be required to resist the arch forces, and stub abutments
supported by drilled shafts would support the deck.
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';J' 2"
Altemative 4: Two Span Florida V-beam - The geometry of
the alignment and the span length of the crossing lend
themselves to a two-span alternative. Many benefits could
be gained by placing a pier in the center of the waterway,
both from a design and a construction standpoint. Doing so
would permit the use of a chorded framing system using
straight supporting elements and accommodating the curved
Florida U-beams (FUB's) would be used for this alternative.
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~- , ~-'l
O:r~' _.' "lO;;U. '_'3EtI'.. :TYF.'
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deck by varying the overhang along the fascia girdcrs.
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. Very productive and active fish nursery teaming with shrimp, crabs, oysters, and numerous fish, including I
snook, striped mullet, barracuda, and others. Most significant among possible nursery fish these mangroves,
since they are associated with the southern Atlantic Ocean, are juvenile smalltooth sawfish, a federally listed
endangered species, for which mangroves are considered Essential Fish Habitat (EFH) under the Manguson- I
Stevenson Fishery Conservation and Management Act (MSA), the United States' primary marine fisheries law.
Seagrasses are also present along the south shoreline occurring in patchy, sparse to moderate densities only, and just
along the south shorcline of canal, both by the bridge and boardwalk locations (based on preliminary tield survey):
. Johnson's seagrass, near mangroves only, a rare marine plant listed as "Threatened" by the National Marine
Fisheries Scrvice (NMFS, aka NOAA Fisheries) under the Endangered Species Act (ESA) in 1998.
. Manatee grass, near mangroves only.
. Shoal grass near both seawall/bridge location and at mangrove/boardwalk alignment.
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An existing canal water body which is:
. Associated with Intracoastal Waterway (ICWW), north of I3iscayne Bay but outside its Aquatic
Preserve/Outstanding Florida Waters boundaries.
. Non-navigable per coordination with U.S. Coast Guard (pcrsonnel communication, Darayl Thompson, USCG
Bridge Section, April 24, 2007).
. Privately owned (Cavalry Corp), but a records search for "State-Sovcreign Submerged Lands" status will be
critical for permitting purposes.
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To permit the project the following environmental consequenccs and impacts must be addressed:
Mangroves: Permits will be necessary, and some permits escalated to full "Individual Permit" e1assification, if wetlands
such as mangroves are impacted. The NOAA Fisheries Service considers the mangroves EFH for the Small tooth
sawfish and would rcquire at least "informal consultation under the ESA", requiring 35 days minimum, (pcrsonnel
communication, Audra Livergood, NOAA Fisheries, April 23, 2007). Avoidance, minimization, and, lastly, mitigation
requiremcnts would need to be complied with in coordination, possibly even "formal consultation", with NOAA
Fisherics, the U.S. Army Corps of Engineers (USACOE), and Miami-Dade County Department of Environmental
Resources Managcment (DERM). Mangrove issues already discussed with the agencies inelude the following:
. Trimming at east end of canal for the boardwalk entrance and to allow views through mangroves (not "topping"
mangroves, a "window trim" treatment/methodology approved by the State of Florida).
. Trimming/removal at south bridge approach. ~
. Maintenance pruning along boardwalk and possibly at bridge approach.
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List of Pcrmits Rcquired: lli.:
. USACE Individual Permit, with required approval "biological opinions" from U.S. Fish and Wildlife Service
(USFWS) for manatees and wetlands, NOAA Fisheries for sea turt\cs (5 species possible in south Florida area),
Johnson's seagrass, and mangroves as habitat of the Smalltooth sawfish. Project construction plans package
must include construction special provisions for protection of manatees, sea turt\cs, and Johnson's scagrass.
Time frame undeterminable per recent USACOE staff communication (early coordination already begun to
facilitate timely permit issuance). Public notice by the USACOE is required when permit applied for.
. SFWMD Environmental Resource Permit (ERP), Individual Permit, the Governing Board approves based
on staff recommendations. Per recent SFWMD staff communication the public safety project need is essential to
permit issuance of the bridge. Standard General Permit instead of Individual Pcrmit may also be possible
since less than I acre total construction area is proposed over wetlands or "other surface waters" of canal,
provided the City avoids or greatly minimizes wetland impacts. (Florida Freshwater Fish and Game
Commission (FWC) opinion, including construction special provisions for protection of manatees and sea
turtles ).
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Seagrasses: Like mangroves above, permits required if these wetlands rcceive:
. Direct impacts by boardwalk piles or bridge pi\cs (if more than one span).
. Incidental direct impacts by construction activities (i.e. contractor barge).
. Indirect impacts from shading under boardwalk and/or bridge.
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Agency - Assessment rcquirements: I
. DERM - Biological Assessment (BA).
· USACOE - Pcrmit Sketches and acrcage/fill calculations as well as BA.
· NMFS - EFH Assessment and review USACOE permit applicationlBA. I
· USFWS - Review USACOE permit application and BA.
· SFWMD - Permit Sketches and acreage/fill calculations and BA.
Benthic survey of canal bottom and intertidal zone: will be necessary both under and to either side of bridge and I
boardwalk alignmcnts (basis of agency assessments/surveys above).
Aesthetics, Architecture and Landscaping
Aesthetic lighting is planned for each bridge scheme to ensure that the bridges appear
as light sculptures at night. Light sources are located in the deck support ribs to
illuminate the arches. Additional fixtures in thc handrails illuminate the footpaths in
a continuous wash of light. Lighting also plays an important role in underlying the
charactcr of the piazza as a public gathering place. Landscaping concepts will also be
developcd taking into consideration native vegctation and a consistcnt themed design.
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Roadway Approach Areas
On either side of the bridge there are "connection areas" that must be designed taking into considcration items such as
pavement surt~\ce/type, stormwater runoff, on-street parking and street amenities. For the "interim" condition there are
many morc materials that can be utilized for pavement type and will be controlled more by pedestrian plaza features.
For stormwater trcatment there are several options available but a low-cost, low-maintenance yet visually appealing
solution is preferred. Currently stormwater run-off is collected via curb inlets and discharged directly into the adjacent
waterway without proper treatment. On the south side of the canal, most of the run-off is collected by valley gutter and
retention swales adjacent to the local road. On-strcet parking has been maintained as "replacemcnt" parking and to keep
vehicle speeds low (in the ultimate condition) but can easily be converted to additional pedestrian space if desired or
necessary. Street amenities (furniture, lighting, etc.) will be designed to be consistent with exiting strect and park
amenities that are located within the projcct limits. Utility coordination is anticipated on both sides of the waterway.
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During GF's coordination meeting with Mr. Manny Tobon of DERM, the design policy for bridge and road
reconstruction was discusscd and it is mandatory policy for road reconstruction to retain 100% of the first inch of run
off on site. Based on this design regulation, GF analyzed two innovative drainage alternatives that could be incorporated
in this project to comply with DERM's policy.
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Alternative I (Preferred)
· North of the existing canal, the proposed roadway typical section would consist of 2-11 ft lanes, 7ft of parallel
parking on the west side of the street, a total of 21 ft of swales distributed on both sides of the road and 5' of
concrete sidewalk, also on both sides of the street.
· The first inch of runoff would be retained in the swales and the excess volume would be discharged through ditch
bottom inlets to the existing canal.
· Sincc the run off generatcd on the south section of the canal is negligible, the excess volume would be collccted via
curb inlets and discharged into the existing swales on the north side of the intersecting local street. This proposed
drainage design for the south section would be applicable for alternatives I and II.
Alternative II
· North of the existing canal, the proposcd typical section would consist of 2-11 ft lanes, 7ft of parallel parking, 7 ft
of swales and 5 ft. of sidewalk on both sides of the street.
· Since the proposed swales on this typical can not handle the first inch of nm off on site, in order to comply with
DERM's policy, we would recommend the construction of a gravity well with an emergency overflow structure into
thc existing waterway.
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Once the project has been awarded, GF can discuss recommended alternatives with the Project Manager for the City of
Sunny Isles Beach and determine the appropriate course of action based on thc scope of work and allocated constmction
budget for the project.
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SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES. ON PUBLIC ENTITY CRIMES
TillS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
I. Thisswornstatementissubmittedto City of Sunny Isles' Beach,Miami Dade County,:FL
~ r~rl05 Mo Cejas
fur Gannett Fleming, Inc.
whosebusinessaddressis 7300 Corp_ Center Drive,Suite 701 Miami,FL 33126
and (if applicablc) its Federal Employer Identification Number (FErN) is .251 61 3591
(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. I 33(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 I, 1989, as a result of a jury verdict,
nonjury trial, or entry ofa 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. I 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 ap s to bid on contracts for the provision of goods or services let by a publie entity, or which
otherwise t sac s r applies to transact business with a public entity. The term "person" includes those officers,
directors, ,par er shareholders, employees, members, and agents who are active in management of any
entity. / )
, .
Carlos M. Ceias, P.E.
(Printed or Typed Legal Name of Affiant)
State of FL County i ami - Dade
Sworn to and subscribed before me this 20th day of
Am::i 1_____, 2007 by
L' Y ,:/ //.;' .; 7
---'( (',~ <~,//../
Amari1i!"; Rivpro
Notary's Name Printed, Stamped or Typed
~~YPI!I9(. \\l.\i~IIIS I{lvEI<O
.,.~: '.ii ( ()'.l~lI\S'()" .; 111l21141>7
"'1-"r ~\..;;.~ t \'j'lI{r '"'; \1:1\; I':. ~007
Notary Seal:
Personally Known:
x
Identification Produced
or Produced Identification
Page 8 of9
RFQ 07-03-0 I Engineering Srvs Bridge Revised (Addendum I ).doc
State of F lor i Or! Count Mi ami Dade
Sworn}o and subscribed before me this 20th day of
/ I
(./'", Y( l "icE': J
April
, 2007 by
I
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NON-COLLUSIVE AFFIDAVIT
State of
Florida)
County of
Miami-Dade
Carlos M. Cejas, P.E.
and says that:
being first duly sworn, deposes
(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 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 thc 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 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 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 COrfjlUSion, co piracy, connivance, or unlawful agreement on the part of the Bidder or any
other 0' I ag s, reprcsent . es, owners, employees or parties in interest, including this
AtEan ,~
Carlos M. Cejas, P.E.
(Printed or Typed Legal Name of Affiant)
,: /..'
/' \ 'f
Amarili!'; Rivpro
Notary's Name Printed, Stamped or Typed
! ,.~y "u"
Nota y,ffii:UI!. :
1'.~'+"
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,'!I"! '. \1", .. c. ,'~I' l
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Personally Known:
x
or Produced Identification _ Type:
Page 9 0[9
RFQ 07-03-0 I Engineering Srvs Bridge Revised (Addendum I ).doc
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CITY OF MIRAMAR
CITY OF MIRAMAR
I
ADDENDUM #1
RFP OH)3-(11
ADDENDUM #2
RFP OHIJ.(l1
ENGINEERING AND RELATED SERVICES
ENGINEERING AND RELATED SERVICES
I
The changes listed below are hereby made to and incorporated into the solicitation
number RFP 07-03-01 entitled "ENGINEERING & RELATED SERVICES".
The changes listed below are hereby made to and incorporated into the solicitation
number RFP 07-03-01 entitled "ENGINEERING & RELATED SERVICES".
1. The due date for this bid is hereby changed from 2:00 PM APRIL 3, 2007 to 2:00
PM APRIL 10, 2007.
1. The due date for this bid is hereby changed from 2:00 PM APRIL 10,2007 to
2:00 PM APRIL 24~ , 2007.
I
2. There is a typo on the cover page which suggests that this document is a
Request for Proposals. It is not. This document is a REQUEST FOR
QUALIFICATIONS.
I
END ADDENDUM 2
END ADDENDUM 1
I
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City of Sunny Isles Beach
\8070 Collins Avenue
Sunny Isles Beach, Ftorida 33 I 60
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, Florida 33\60
RFQ No. 07-03-01
Engineering Consultant - Pedestrian Bridge, Town Center Park, etc.
I
RFQ No. 07-03-01
Engineering Consultant - Pedestrian Bridge, Town Center Park, etc.
ADDENDUM 3
Answer to Question from prospective Bidder
ADDENDUM 4
Additional Questions & Answers
I
Question:
In regards to the selection and negotiation process, will the finn be selected from
the proposals directly with fee negotiations to follow award?
Question # 1 :
Are all 5 sets to contain original signatures?
I
Answer:
Possibly. Interviews with selected finns may first be required.
Answer to Question #1:
1 ~:..
I
Question #2:
Are original signatures required on all fonns from both prime and sub-consultants?
Answer to Question #2:
'.I..'S
I
Question #3:
Are the Public Entity Crimes and Non-Collusive Affidavit fonns required from our
sub-consultants?
I
Answer to Question #3:
Y\,.'S
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9. .-\.11 "'ork b)' firnu or jolnl-venlurf membt'rs currenll)' being performed direclly for Federal agencies. OH/2006
GANNETT FU;MING c. Agency (Responsible Oflice) c. Estimated Cost
AFFILIATED COMPANIES Name and Address and Project Manager's d. Percent [nlire Work for Which Firm
a. Pro 'eel Name & location b. Nature of Fiml's RcsponslbllllY Name & Phone Number Conmklc -I. PrueTt . Is Rcsoonsible t-I./
I.SM'EIIl,,1J - CIVII.I,\III.IT.\H\' 1,\S'I.\I.L\T10.\ CO"l;TH.\CI S
DOC (DOSP) AtE analysis and design services for various US AmlY Corps of Engineers 99 S2.193,019 100
Conlract or Wnrk Order #s projects al the ODSP in New Cumberland. Administrati....e Support Center East fmal ta<;t< Of~r cumulahv~ fee
DACA31.01.D.0003 PA. Most reeen! task in....ol\.-cs design of a 14 Dedication Drive
fire pwnp station New Cumberland. PA 17070
Mr. Robert A Monle(uur 717.770-4310
USACE Norfolk Dlslrirl Studie5 Gcospatial and Digital Authoring Support USTC/J2 . F3ST92 75 1,002,465 100
Contract or Work Order # for the U S Transportation Command/J2 al 508 5coII Dri\-'c. Room 281 optIon Yf"<l' 1 I...
A4407-05.F.6000 SCOIl Air Forcc Base, IL 5coII Air Force Basc, Illinois 62225.5357 (ends 9/30106)
Negotiated through GSA schedule Francine Billing 618-22Q-5106
GS-35F-0752M
USACE Norfolk Di~t.-lcl Studie~ Indefinite delivery conlract to provide U.S, AmlY Corps of Engineers 0 495,174 100
Contract or Work Order support including IRRIS enhancements. Norfolk District 001 DO I
W91236.06.D.0042 visualizalion, surfa.:e readiness, ACP ATTN: CENAO. PM 0 1,635.113
technical support. AClilt' delivcry orders 803 Front Street
(DOs) include: NOrf<llk, V A 23510 002 D02
1 Enhance IRRIS visuali....ation Mr Glenn Obcmlallo 757.201.7346 13 81,994
2 003 D03
IRRJS surface readiness
3 ACP lC'Ch support \ (OmpINl:" ,,,..,
a<tlW' tasks actIve t,,~1<s
lJSACE Norfolk DistricI Indefinite delivery COntracl; ta.,ks as U.S AmlY Corps of Engineers 14 9,993 100
Indennite deli\'ef)' contract diret."1cd by the dislrkt ACliw delivery Norfolk District 001 DOl
Conlract or Work Order # orders (DOs) include 803 Front Street 59 16,921
W91236.05.0.00b4 I Mise, traffic engineering services (TES) Norfolk, V A 23510 003 D03
3. Traffic managemellt ShJdy - Cherry Mr. Glenn Obennann 757.201.7346 49 56.505
Poinl 007 D07
7 Traffic and parking study - u..1tcrkcnny
Army Depol 56 75,779
II Virginia gale relocation and lemporary DO II D03
gale design 57 19,753
12, Traffic engineering and safety study DO 12 D07
\ COmplf"h" . ,...,
lI(tlve ta\k~ IICtIVf"tlll\h
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9. All "ork b)" firms or joint-no'ure members currenlly being performed db-eell)' (or Federal agencies. 08/2006
GANNETT FLEMING c. Agency (Responsible Office) e. Estimated Cost
AFFILIATED COMPANIES Name and Address and Project Manager's d. Perrenl Entire Work for Which Firm
a. Pro"eel Name & Location b. Nature of Finn's Responsibility Name & Phone Number Com ]ele{~.' PrniW(Sl Is Responsible (e;e)
USACE Norfolk District Studies Indefinite delivery contract to provide U.S. AmlY Corps of Engineers 38 841,988 100
Contract or Work # suppon including JRRIS enhancements Norfolk Dislrict 005 D05
W91236-04.D-0065 visualization, surface readiness. ACP A Tf10I CENAO. PM
technical support. Active delivery orders 803 Front Street 78 64,541
(DOs) include Norfolk. VA 23510 0020 0020
5 Traffic engineering Mr. Glenn Obcmlalln 757.201.7346 23 45,948
20_ Comprehensive traffic engineering and 0021 0021
parking study Tobyhanna Anny Depot ,"comrle-te. fe-e~ .
21. OCONUS GIS cO\:eral!e enhancements actlvt"taslo:s activt" ta'5k~
Iraq &AfghanlsfanfMosul Dam Adnnc('d Supply of a complete enhanced grouting Joint Contracting Command 20 16.500.538 100
C.-ourlng System system for Mosul Dam. Work includes Iraq/Afghanistan fee
Contract or Work Order #s design, manufacture. and commissioning of Water Sector
W915WE41920504 equipment. Training on all equipment is PCO Compound - International Zon~
also required, Equipmenr to be provided APO AE 09348
includes 3 IntelliGrout units Baghdad, Iraq
Mr.Kenneth H. Nix 703.544.1483
OTHER FEUER\!. CO'\TIt\CTS
EPA Region I Environmenral consulting ser....ices through U.S. Emironmcntal Protection Agency 15 H,291,139 100
Contract or Work Order # 3/29/2012. Program Management & Regional overall m,u.
6B.W.05-o20 Coordination Service Center (3805R)
Mail Code J805R
1200 Pennsylvania Avenue, NW
Washington, DC 20460
Mr. Matthew Raible 202.564.0369
EPA r{'gional o\{'nighl contract (ROC) for Support of oversight and enforcement of U.S. Environmental Protection Agency 100 7,S47.385 100
Federal facilities, Regions 8 and 10 both CERClA and RCRA activitics. Recent Regional & Remedial Service Center (3805R) (ac.tl\;f' OVl"fdll malt.
Contract or Work Order It assignzments range nom technical support 1200 Pennsylvania A venue, N. W aSSllJn~lltsl
6B.W-oO.l03 at Ft Greely (AK) to invcstigation and Washington, DC 20460
remedial action at F,Il Warren Air Force Mr. Malthcw Raihlc 202.564.0369
Base (WY).
USAO. PSNMAP Enhancl'menh Web-deploycd crimc analysis and mapping U.S. Attorney's Office 73 34,700 100
Army COE-TEA-IDC Con systcm for the United States Attorney's Eastern District of Pennsylvania (ems 9130/06) fee
Contract or Work Order # Office and the Middle Atlantic.Great Lakes 615 Chestnut Street, Suite 1250
(3/7106 signed agreement) OrganiJ"--cd Crime Law Enforcement Philadelphia, PA 19106-4476
Network Ms, Alison Price 215.861.8590
USPISlReglonal1D Thdl Regional identity theft network, a databao;c, U.S Postallnspcction Service 90 85,084 100
Army COE- TEA-IDC analysis. and reportmg system fm the P. 0 Box 7500 (end~ 81]11061 fee
Contract or Work Order # region's law enforcement agencies whose Philadelphia. PA 19101-9000
GS 1 BCHSO-05.B.3122 job it is to attempt to deter, im-'estigate, and William H Galt('n, Jr
ro!oecute identitv theft ocmctrators
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EPA Office or Federal Activities (OFA)
minion contract
Contracl or Work Order #
68.W. 1 03.029
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GSA Environmentlllmpact Statem('nl
Contract or Work Order #
GSOOF0004L
I
Animal Waste ,I\lanagement Services
Conlract or Work Order #
AG-2037-G-05.o006
I
Indefinite d('lln~C}' conlracl- new and
ell!Jiling earthfill dams In Wesl VlrJtinla
Contract or Work Order #
50.3047.24.1
I
AlE Services fol'" Dams
Contract or Work Order #
9821050005
I
FT A-Projed ,'\boagemen. Guide
Conlract or Work. Order #
OTFT60.o5.0.oo010
,101""1 \'E"'TllRE COI'\TR.\CTS
I
Indefinite delhery/lndefinite quantil)
confract for "','trine/coastal
flood related studies
Conlract or Work Order #
EMP'2003-CO.2606
JV with Greenhome & O'Mara
,,'" Spectrum MappOnq
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Analyses. licensing, and pennifllOg,
cnvirorullcntal assessments, and
environmental impact statements (EISs)
through 3/2712008 Reecnl assignments
include an EIS for the Mississippi Rivcr
Reintroduction to the Bayou Lafourche
Project (LA), a cumulativc effects analysis
for thc Delong Mountain Terminal
navigation improvements (AK), and NEPN
EPA irnm.n" sU.m "laIaiaJs d.'Vclool1l""
Environmental impact statement for the
reconstruction of the US. General Services
Administration Border Station at
Madawaska, Maine.
Consulling engineering services related to
animal waste management systems in
Pennsylvania as requested by Pennsylvania
Natural Resources Conservation Service.
Task Order to prepare a conceptual plan and
site investigation plan for the Phillips
Mushroom Site in Kennett Square.
Work plan, dalaba~c devclopment,
preliminary design, plan map and stakeout,
tinal design and construction services for
new darns and rehabilitation of existing
earthtilldams
Field inspections and emergelll.:Y action
plan updates under the U.S Fish and
Wildlife Service Safcty Evaluation of
Existing Dams (SEED) program
Production of constructIon management
manual and additional resource materials
for capital projects
Provision of revised F1S, disaster recovery
maps, and technical assistance to joint
mapping activities initialed undcr the
Cooperating Technical Partner initiatives
Office of Fedl..-ral Activities
1200 Pennsylvania Avenue. NW
Washington, DC 20460
Mr. Adolph A. Mozynski 202-564-7154
US. General Services Administration
Thomas P. O'Neill Jr. Federal Building
10 Causeway Street
Boston. Massachusetts 02222
Mr. Frederick Amev 617-565-5835
V.S Dcpt. of Agriculture
Natural Resources Conservation Service
One Credit Union Place, Suile 340
Harrisburg, Pennsylvania 17110-2993
Mr. Tim Sittig 717-237.2245
u.s. Depr. of Agriculture
Natural Resources Conservation Service
75 High Street, Room 301
Morgantown, WV 26505
Mr. William Doerr 304.284-7567
U.S. Dcpar1mcnt of the Interior-
U.S. Fish and Wildlife Service
4401 N. Fairfax Drive, Suite 7118-43
Arlington, Virginia 22203
Mr. Geoffrcv E. BishoD 703-358-2478
U.S, Dept. of Transponation
Federal Transit Administration
400 Sevcnth Street SW, Room 7405
Washington, DC 20590
Mr. James Hamer 202-366-1127
Federal Emergency Management Agency
Region III
615 Chcstnul Street, 6th Floor
Philaddphia. PA 19106
Ms. Nikki Robens 215-931-5575
90
(active
a5!oi!ln~nt!o)
7,383.000
ov~fall maJl.
70
144,355
fee to d&tP
15
60,000
fee to ddt~
25
2.000,000
overall ma)l,.
$2,000,000
option year mal(.
(flr>t option yearl
20
48.984
fee
25
729,886
cumulative fee
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100
100
100
100
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SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES. ON PUBLIC ENTITY CRIMES
I
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTIIORIZED TO ADMI!\IISTER OATHS.
I. Thisswornstatementissubmittedto City of Sunny Isles I3each
I
by __/IiIi'lTIllpl C Vpr,"'l
fur Manuel G Vera & Associates, Inc.
I
whose business address is
13960 SW 47th Street, Miami, FL 33175
I
and (if applicable) its Federal Employer Identification Number (FEIN) is ') 9-1 741 hi q
(IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:
I
2. 1 understand that a "public entity crime" as defined in Paragraph 287 .133(1)(g), Florida Statutes, means a violation of
any Wife or federal law by a person with respect to and directly related to the transaction of busir.ess with any public
entity or with an agency or political subdivision of any other state or of the Cnited 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. 1 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 relMinglo charges brought by indictment or information after July I. 1989, as a result of a jury verdict,
nanjury trial, or entry of a plea of guilty or nolo contenders.
4, I understand that an "affiliate" as defined in Paragraph 287. [33(1)(a), Florida Statutes, means:
I
I
I
a. A predecessor or successor of a person convicted of a public entityerime; 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,
director, executives, partners, shareholders, employees. members, and agents who are active in management of any
le,n,?, . / /} . /,
../.... "l ~l. /(, ,/
I SIGNATURE OF IANT
I . ,
State df (iC:.TiI/1(1Countv of /'r? to ,rl I
Sworn to'and subscribed before me this c.'!-U }-/'l day of 1~(J"1 /
Manuel G Vera
(Printed or Typed Legal Name of Affiant)
I
I
I
I
, 2007 by
I
, '
/d, "0.: /I /{/(
( I' '1 '1 .'
J, /tj"O
It) L}il'/'
SILVL\ i'lU;~J
I
. ,
'- ! i ,"',. ,
" ) f L ~l}. "J
Notary's Name Printed, Stamped or Typed
/
Notary Seal:
6~J~~1~} "",r~:)::~~~ ;.:;;:iE,~,
. ":;":,:' ~!,: : }~~~{ ..: :;~ ~ Ij~~~. i
Personally Known:
or Produced Identification _Identification Produced
I
Page 80f9 .
RFQ 07-03-0 I Engineering Srvs Bridge Revised (Addendum. I)
I
I
I
I
NON-COLLUSIVE AFFIDAVIT
I
State of
Florida
County of
MIAMI
I
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;
I
(2) Helshe is fully informed respecting the preparation and contents of the attached Bid and
of all pertinent circumstances respecting such Bid;
I
(3) Such Bid is genuine and is not a collusive or sham Bid;
I
(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 Sun.r;y Isles Beach, or any person interested in the proposed Work;
I
I
I
(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. 1 ~ -, . ~
.. fj, " /
{{ fJ / / t!~:A. >Yi-:~, (\
SIGNATURE OF AFFIANT
I
Manuel G Vera
(Printed or Typed Legal Name of Affiant)
I
State of Fior i daCounty of Miami
Sworn to and subscribed before me this 24th day of April
I
,2007 by
Manuel G Vera
_ .:.', /t;' /' J /( (/) ; /( Notary Seal:
Notary's Name Printed, Stamped or Typed
/
Personally Known: \/ or Produced Identification _ Type:
I
.,..... " ....:,",: "^' '.., ,....,.
.... h~ Ii" \ ; ;Uli'IJ . I<...!
: .:,,~~":'<S:,~~\ f>.;nlOl# OD04.::6800 E
. '(' ,::'\',,- ,. .
; ~ ~ ~j :.. j .... . .~- ~plrC.n S/2412003 :
~ "~~,~T~~c:;~":: .- ~n~t:iJ ~1lJ U~OOH32-i2S4 ~
.....f1..u..~...I...I~O"~l:.a. 1'!~laIY As!"., Inc :
. .....,..........l
I
I
Page 9 of9
RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum. I)
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SWORN STATEMENT PURSUANT TO SECTION 287.: '~, ,~...)~.l)
FLORIDA STATUTES. ON PUBLIC ENTITY CRIl\!2S
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A . ':'T ARY PUBLIC OR 0'1 ...ER
o.FFICIAL AUTHORIZED TO. ADMINISTER OATHS.
1. This sworn statement is submitted to The City Of Sunny Isles Beach
by o.racio Riccobono
for Geosol. Inc.
whose business address is 5795-A NW 151s1 Street Miami Lakes, FI 33014
and (if applicable) its Federal Employer Identification Number (FEIN) is 65-0997886
(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. I 33(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 SI 'li ~s, 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(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 afftliate. 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 ami
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. executiv~s, partners, shareholders, employees, members, and agents who are active in management of any
entity..' .
Oracio Riccobono
SIGNATURE OF AFFIANT (Printed or Typed Legal Name of Affiant)
State of F/ - County of Dil, I~' - "
Sworn to and subscribed before me this --i!.~l' day of ---..L_L ~ ,2007 by
I' I I') .
. ... Jr,u "0 J '\I .-~
-"r--- L
. f,.' . . .'
__,_. . J :'./ ~ ,'I. U~ ,Jt;.. < I, Notary Seal:
. " Nutary's Name Printed, Starn ed or Typed
Personally Known:
c',.
or Produced Identification ~
1.(
.'.
. :,',;
( .
~ .'
(,'
':
~. M" ......, ,'t . ;.
;'1('. '':':',:1: 'w:Ji
;:. -:-~i ii ~L'~' ,"'~:,,'"
: :: s:: ~
Identification Produced FL D.L. # R215-640-64-267-0
R FQ-fins_SnlcsJor _Gov _lnfraslruculr~_042407{ I J
Page 8 of 9
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411 A venue Corridor
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Project Location:
Completion Date:
Project Cost:
Olympia, Washington
2003
$30,000,000
Project Owner:
City of Olympia, WA
David Goodyear
DGES Engineering Services
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The 4th A venue Corridor Improvement Study involved the replacement of the Fourth
A venue Bridge. The corridor links residential neighborhoods with the downtown
commercial center and heavily used by pedestrians and bicyclists as well as motor
vehicles. The bridge itself is in view from the state capitol building. The high visibility
created tremendous interest from the public.
H2L2 served as the architectural consultant to DGES and Associates/T. Y. Un
International. Primary tasks included developing structural forms with the engineers and
coordination with the Citizen's Advisory Panel (CVAC) and other public officials. H2L2
conducted extensive public education workshops and participated in public meeting
presentations. H2L2's 3-D visualizations were essential in enabling the public to
visualize and comment on alternative structure types as well as detail elements such as
lighting and railings. Additional pedestrian enhancements for the multi-use corridor
included bicycle lanes and "bulb outs" or pedestrian overlooks. Coordination with the
Public Artist, selected by the City, was also required.
The primary architectural ambition envisioned a bridge structure that would appear to
"skip across the water". Other considerations included compatibility with the scenic
Olympian Mountains, Puget Sound and other environmental features. The bridge
aspires to work with varying natural light values, which differ dramatically from summer
and winter. The design team with input from the CVAC evaluated five structure
alternatives. These five were then narrowed down to three alternatives: a cable-stayed,
a delta frame and a haunch girder.
H2L2
ARCHITECTURE - INTERIOR DESIGN - PLANNING - INFRASTRUCTURE
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Belt Parkway Bridge
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Project Location:
Completion Date:
Project Cost:
Project Owner:
Brooklyn, New York
2005
$56,000,000
NYC Department of Transportation
Division of Bridges
2 Rector Street,
New York, NY 10006
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Award: ASCE 2005 Design Build Project of the Year Award
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H2L2 provided architectural design services to the Design-Build team of Gannett-Fleming
Engineers / Granite-Halmar Contractors on the replacement of the Belt Parkway Bridge over
Ocean Parkway in Brooklyn, New York. For this project, the first federally funded Design-Build
bridge, an extremely aggressive design and construction schedule was the basis of the team's
selection by the City of New York Department of Transportation.
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To meet this accelerated schedule, and in addition to delivering the architectural design of the
bridge, H2L2 was responsible for obtaining approvals from the various government agencies
concerned in order to keep the project on track. This required constant communication between
the design team, the client agency, NYCDOT, and the spectrum of impacted organizations,
including the New York State Historic Preservation Office, the City of New York Art Commission,
NYC Landmarks Preservation Commission, NYC Department of Parks and Recreation and the
local Community Board. The approval deadline of May 2003 was successfully met.
I
The architectural design of the bridge was driven by the context of historic Ocean Parkway, the
first boulevard of its kind, designed by Olmsted and Vaux at the end of the 19th Century. The
Ocean Parkway pedestrian mall system was interrupted in the early 1940's by the intervention of
the new Belt Parkway, built by Robert Moses. The new bridge design successfully restores the
original width of the boulevard while employing high tech prefabricated components for speed of
construction. A battered stone fayade mitigates the intervention of the concrete T-wall units,
while enhancing their geometric uniformity.
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H2L2
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ARCHITECTURE - INTERIOR DESIGN - PLANNING - INFRASTRUCTURE
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Discovery Bridge
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Project Location:
Completion Date:
Project Cost:
Project Owner:
Columbus, Ohio
1992
$14,000,000
Mr. Dean C. Ringle
Franklin County Engineer
970 Dublin Rd.
Columbus, OH 43215
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Award: Design Excellence - Federal Highway Administration
I
In collaboration with Burgess & Niple of Columbus, Ohio and Leonhardt, Andra and Partner of
Stuttgart, Germany, H2L2 provided architectural consultation for the design of the Discovery
Bridge over the Scioto River in downtown Columbus. The design of the Discovery Bridge, which
replaced a distinctive concrete river crossing (circa 1921) in the same location, entailed
integrating modern engineering technology with the classical precedent set by the original bridge.
Design decisions were made in a series of workshops facilitated by H2L2 architects and
comprised of engineers and representatives of public agencies and citizen commissions, resulting
in the free-flow of design concepts. Over the course of the project, H2L2 presented 13 schemes
to the engineers, the City and the citizens of Columbus. The resultant design in concrete is a five-
span arched plate girder bridge accommodating six lanes of traffic and pedestrian walkways.
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The proportions of the bridge follow classical guidelines and allow for a visually pleasing
curvature of the deck. The new bridge has become a major civic asset. It is used by pedestrians
and bicyclists, and is periodically closed to vehicular traffic for festivals, fairs, etc. A major feature
of the project is the access provided by the bridge down to a new riverfront walkway.
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H2L2's scope included decorative railings, lighting, architectural details and finishes,
embankment landscaping, and a Riverwalk which has established a design precedent for the
revitalization of the urban riverfront in Columbus.
H2L2
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ARCHITECTURE - INTERIOR DESIGN - PLANNING - INFRASTRUCTURE
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Discovery Bridge
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ARCHITECTURE - INTERIOR DESIGN - PLANNING - INFRASTRUCTURE
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Germantown A venue Bridge
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Philadelphia, Pennsylvania
2003
$10,000,000
John Lutz
Chief Bridge Engineer
City of Philadelphia,
DepanmentofSifeeffi
Philadelphia, P A
H2L2 was the architectural consultant to URS for the replacement of the Germantown
A venue Bridge, a 1920's structure over the Wissahickon Creek which rests on original
piers dating to 1789. This imponant structure not only serves as a "gateway" to the City of
Philadelphia, but is included in the Chestnut Hill National Historic District, neighboring
Chestnut Hill College and the Morris Arboretum. The bridge serves as the terminus and
point of beginning for the pedestrian, equestrian, and bicycle paths of Fairmount Park's
Forbidden Drive, one of the City's most treasured recreational resources. The new bridge
includes a special pedestrian plaza/rest area.
Project Location:
Completion Date:
Project Cost:
Project Owner:
Given the importance of the site and structure, H2L2 worked closely with the engineering
prime, governmental agencies, and the various organizations within the Chestnut Hill
community to design a replacement bridge that is both respectful of the historic setting and
stone fabric of the bridge piers and that is consistent with current engineering and highway
design standards.
H2L2
ARCHITECTURE - INTERIOR DESIGN - PLANNING - INFRASTRUCTURE
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Macombs Dam Bridge
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Project Location:
Completion Date:
Project Cost
Project Owner:
New York, New York
2001 (Design)
$70,000,000
Mr. Jay Patel
Deputy Chief Engineer
NYC Dept. of Transportation
2 Rector Street
New York, NY 10006
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Award: Excellence in Design - New York City Art Commission
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H2L2 was commissioned by Modjeski & Masters, engineering prime. for the reconstruction of the
Macombs Dam Bridge. The bridge, New York's third oldest major span, is a major vehicular
crossing between Harlem and the Bronx as well as a pedestrian route to and from Yankee Stadium.
H2L2's scope of work included a new control house and access stairways, railings, protective
fencing, curb safety barriers, roadway lighting, historic statuary and a fountain. H2L2's overriding
goal was to gain approval from the NYC Art Commission for the design of these items. For each
item, H2L2 analyzed the existing and historic conditions and made subsequent design
recommendations for preservation, renovation or new construction.
I
In cooperation with Modjeski & Masters, H2L2 worked with a diverse group of interests and public
agencies including NYCDOT, NYSDOT, the NYC Art Commission, and the NYC Landmarks
Commission. At every step of the design process, H2L2 was challenged to balance the historic
character of the bridge with pragmatic demands for enhanced operational efficiency and
pedestrian/user safety. H2L2 received the Award for Excellence in Design from the NYC Art
Commission.
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H2L2
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ARCHITECTURE - INTERIOR DESIGN - PLANNING - INFRASTRUCTURE
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Royal Park Bridge
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Project Location:
Completion Date:
Project Cost:
Project Owner:
Palm Beach, Florida
2004
$52,000,000
Florida Department of Transportation, District 4
3400 W. Commercial Blvd.
Fort Lauderdale, FL 33309
I
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"A Signature Gateway to the Palm Beaches"
I
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I
H2L2 Architects/Planners served as a subconsultant to E.C. Driver in association with Kimley-
Horn to provide design services for the Royal Park Bridge PD&E Study. During an inspection of
the 60 year-old Royal Park Bridge, engineers discovered serious deterioration of the bridge's
wood piles. This discovery led to the closing of half the driving lanes while work began
immediately on designing a solution for its replacement.
Concerns by residents and elected officials in Palm Beach and West Palm Beach as to the effect
of the replacement structure on the built environment necessitated an active and intense public
participation process. As part of this process, H2L2 ArchitecUPlanners was retained to assist in
the development of replacement structure types and alignments, ranging from tunnels to a high
span bridge. Specifically, the task was to study the aesthetic impact on both sides of the bridge
and assist the public with visualizing and evaluating the alternatives.
I
Careful analysis of the available options eventually dictated a low-rise bridge replacement almost
doubling the height of the existing bridge. Three different span configuration and surface
treatments for this structural type were developed.
I
H2L2 scope of work includes developing and detailing the tender house as well as ornamental
handrails, surface treatments, abutment and plaza treatments for the PD&E submission.
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H2L2
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ARCHITECTURE - INTERIOR DESIGN - PLANNING - INFRASTRUCTURE
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Sworn Statement Pursuant to Section 287.133(3)(a)
Florida Statues, 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
the City of Sunny Isles Beach
Miami-Dade County
Florida
Eugene J. Delaney
by
for Thomas Piotrowski
Principal
H2L2 Architects/Planners, LLC
whose business address is 4800 North Federal Highway
Suite 8104
Boca Raton, FL 33431
And (if applicable) its Federal Employer Identification Number (FEIN) is 23-1264904
(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{I)(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{I){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{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 287.133(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 "person" includes those
officers, directors, executives, partners, shareholders, employees, members, and agents who are active in
management of tit
k__.
Thomas Piotrowski
(Printed or Typed Legal Name of Affiant)
State of Pennsylvania County of Philadelphia
e thO 24" day of April, 2007 by
COMMONWEALTH OF PENNSYLVANIA
NOTARIAL SEAL
EUGENE J, DELANEY, Notary Public
City of Philadelphia, Phila. County
My Commission Expires January 12,2009
o Identification Produced
Eugene J
Notary Seal:
.H2L2 ARCHITEC TURE. PLANNING. INTERIOR DESIGN. INFRA STRUCTURE H2L2LC
Non Collusive Affidavit
State of
Pennsylvania
County of Philadelphia
Thomas Piotrowski being first duly sworn, deposes
and says that:
(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,
represent' ow rs, e~loy~es or parties in interest, including this Affiant.
, 0-..... Thomas Piotrowski
SI TURE OF AFFIANT (Printed or Typed Legal Name of Affiant)
State of Pennsylvania County of Philadelphia
is 24'. day of April, 2007 by
s~o and subsc .
Eugene Dela y
Notary' am rinted, Stamped or T
Personally Known Igj or Produced Identification
COMMONWEALTH OF PENNSYLVANIA
NOT ARIA' SEAL
EUGENE J. 0[.1 t, :--JEY , Notary Public
City of Philadell',"la Phila. County
My Commission EXplf':;~ January 12, 2009
uce
Notary Seal:
o Identification Pro
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H2L2 ARCHITECTURE' PLANNING. INTERIOR DESIGN .,NFRASTRUCTURE
H2L2LC I