HomeMy WebLinkAboutC H PEREZ
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
COVER LETTER
December 2,2011
Ms. Jane A. Hines f- ~:~ ~:;.~' .r;:-g:.:;.j\\;-Ti;::.'T;/,'....
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CMC, City Clerk ,
City of Sunny Isles Beach . Dl:C r L" ')i-"1') '. I
18070 Collins Avenue .... ., dJ I j
Sunny Isles Beach FL 33160 il ... fi\(:l lb., Wo...v" I
' CIty ()f Sunny Isles Boach
Re: Request for Qualifications for Civil Engineering Services To Design Street an'd.Drafl{~gEfrl1'proVe'm'eiits_.._)
RFQ # 11-11-02
Dear Ms. Hines and Selection Committee Members:
011 behalf C H Perez & Associates COllsultillg Ellgilleers, IlIc. (P&A) and our partners Jaffer Well Drilling, and F.R.
Aleman & Associates, is pleased to present our Letter of Response for the Civil Engineering Services to Design Street
and Drainage Improvements for the above referenced project. We are certain that we can provide the City of Sunny
Isles with the resources needed to meet the published regulations, guidelines, and design standards required by local,
state and federal agencies. In addition, we look forward to providing the City of Sunny Isles with Professional
Engineering and Construction Administration Services which addresses the task items outlined in the scope of
services.
Our technical expertise and firm-wide commitment to customer service and high professional standards have earned
us peer and industry recognition. Our team is dedicated in providing the technical sound deliverables which are on
time and within budget. Our staff is well versed in the modeling of complex stormwater management systems
associated with urban coastal communities in Miami-Dade County and we will apply Best Management Practice to
ensure that the storm water design will comply with the various regulatory agencies and provide a desired Level of
Service (LOS).
Our team understands the goals of this project and we have carefully studied the scope of services and identified the
major stakeholders. Mr. Derrick Lewis, P.E., Senior Project Manager, is assigned as the Project Manager and
will serve as the intermediary point-of-contact. As the Project Manager, Mr. Lewis' primary responsibility will be
allocating personnel necessary in establishing the most cost effective alternatives in providing a viable Storm water
Management System Mr. Lewis has 13 years of experience with a variety of Storm water Management Systems and
understands the nuisances, policies and guidelines offederal, state and local agencies. During his tenure with Florida
Department of Transportation (FDOT), Mr. Lewis served as a member of the Drainage Technical Advisory
Committee and is well versed in pertinent trends in storm water management
Due to the changes in the NPDES criteria, our team recognizes that a lack of adequate coordination with the
regulatory agencies - Department of Environmental Resources Management (DERM), Florida Department of
Environmental Protection, (FDEP) and United States Army Corps of Engineers (USAE) - could significantly delay
the project schedule or derail the entire project entirely. Therefore, it will be one of main focuses. The
implementation of a comprehensive project schedule that makes permitting a top priority will be developed to
ensure that all environmental permitting issues are identified at the pre-application meeting and coordinated with the
regulatory agencies in a fashion that mitigates the bureaucratic process associated with the review process.
In summary, we are excited about the opportunity that this RFQ provides for our firm and the City of Sunny Isles.
We look forward to your favorable consideration and allowing us to further explain our team's approach to the
project in a flJrmal presentation.
Sirrl.l~reIY" / )
C j,{ .~erd: &"d1sociates Consulting Engineers, Inc.
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C1\Jsii~Perez,P~E.
Pril/lcipal
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C H Perez & Associates
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C H Perez & Associates - Company Information
Company Name C. H. Perez & Associates Consulting Engineers, Inc.
Company Locations Doral, Florida
Internet Website WWW.P-A.CC
Business Structure Corporation
Date Founded May of 2004
9594 NW 41st Street, Suite 201
Home Office Contact Information Doral, Florida 33178
305-592-1070
Outstanding Litigation None
Proof of Insurance See Following Page
Implementation Time Upon NTP Immediately
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ACORD," CERTIFICA TE OF LIABILITY INSURANCE I DATE (MMIDDIYVYY)
5/18/2011
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER NAME:
ISU Suncoast Insurance Assoc ilJgN~o Ext\: 813 289-5200 I r.e~. No): 813-289-4561
P.O. Box 22668 E,MAIL
ADDRESS:
Tampa, FL 33622-2668 R
CUSTOMER 10 #:
813 289-5200 INSURER(S) AFFORDING COVERAGE
NAIC #
INSURED INSURER A: Travelers Property Cas Co of Am 25674
C H Perez & Associates INSURER B : Travelers Indemnity Company 25658
Consulting Engineers INSURER C : L10yds of London
9594 N.W. 41st Street, Suite 201 INSURER 0 : Phoenix Insurance Company 25623
Miami, FL 33178 INSURER E :
INSURER F :
Client#: 13506
CHPEASS03
-1
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COVERAGES
CERTIFICATE NUMBER:
REVISION NUMBER:
THIS IS TO CERTIFY THAT 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 CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE DOL ~~R ir~~Jg6~1 P~~!g6~1
LTR NSR POLICY NUMBER LIMITS
A GENERAL LIABILITY BINDER99170 r5l02l2011 06/30/2011 EACH OCCURRENCE $$1.000 000
-
~ COMMERCIAL GENERAL LIABILITY DAM~~~ NrNTEO $$100,000
:=J CLAIMS,MADE [!] OCCUR PREMISES Ea occurrence)
- MED EXP (Anyone person) $$5,000
- i PERSONAL & ADV INJURY $$1,000,000
- I GENERAL AGGREGATE $$2,000,000
I $$2,000,000
4'L AGGREGATE LIMIT APPLIES PER: i PRODUCTS, COMP/OP AGG
POLICY n ~~g n LOC i $
I
D AUTOMOBILE LIABILITY 8569X87611 '05/02/2011 06/30/2011 COMBINED SINGLE LIMIT 5$1 000 000
- (Ea accident)
X ANY AUTO
- BODILY INJURY (Per person) 5
- ALL OWNED AUTOS BODILY INJURY (Per accident) $
- SCHEDULED AUTOS PROPERTY DAMAGE
~ (Per accident) S
HIRED AUTOS I
X NON.OWNED AUTOS S
-
$
B UMBRELLA L1AB ~j OCCUR I 3710T11AIND11 10510212011 06/30/2011 EACH OCCURRENCE 5$3,000,000
-
EXCESS L1AB -j CLAIMS,MADE AGGREGATE 5$3 000 000
~ DEDUCTIBLE 5
X RETENTION $ 10000 I 5
WORKERS COMPENSATION ~C STATU, I i~JH-
AND EMPLOYERS' LIABILITY Y/N QRLL1MIIS
ANY PROPRIETOR/PARTNER/EXECUTIVED E.L. EACH ACCIDENT S
OFFICER/MEMBER EXCLUDED? N/A
(Mandatory In NH) E.L. DISEASE. EA EMPLOYEE S
If yes, describe under
DESCRIPTION OF OPERATIONS below E.L. DISEASE. POLICY LIMIT S
C Professional I ANE1 0949671 0 ;06/08/2010106/08/20111 Each claim $1,000,000
i Aggregate $1,000,000
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required)
Professional Liability coverage is written on a claims-made and reported basis.
RE: Design Services for SR5/US1 Milling & Resurfacing in Palm Beach/Martin County Line MP 0.0 to MP 5.03
Contract No. C9159; FM No. 42702313201; P&A Job # 1028.
CERTIFICATE HOLDER
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
oL9..;.e> ...". c&-cL~ .a--
!
ACORD 25 (2009/09) 1 of 1
#S319648/M319585
@1988.2009ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
QUALIFICATIONS
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
PROJECTS COMPLETED ON TIME AND BUDGET
The following narrative describes the CH Perez Teams approach to ensure that projects assigned to the team are completed on
time and within budget.
PROJECT MANAGEMENT APPROACH
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The P&A Team has developed a proactive approach that will address the project issues, meet the goals of the City
and deliver a quality product. P&A's Project Manager Derrick Lewis, PE will be responsible for the overall
management, coordination and quality control. He will serve as a single point of contact with City's Project
Manager. The following management process will be followed:
Proiect Work Plall: P&A develops a Project Work Plan (PWP) before any work commences. It provides a full
description of the scope of services, and unique issues such as permit requirements, list of deliverables, schedule,
budget, and lines of communication. It also identifies the staff that will perform the design and quality control
functions for the project as well as the City staff. The PWP will list these commitments and will be distributed to all
staff at the kick-off meeting.
Kick-off Meeti/lf!.' Once NTP is obtained, a kick-off meeting will be held with the key project staff and the City
Project Manager. The agenda items will include the key project issues as well as review and acceptance of the
PWP. Tasks and task managers will be identified.
Coordination Meetillf!s.' Derrick Lewis will conduct bi-weekly coordination meetings with the task managers.
During these meetings, work progress will be discussed and any issues that need to be resolved will be addressed.
Mr. Meitin will keep the City project manager informed of all key project issues and any other issues to the extent
that he wishes. Other coordination that will be performed as part of our services will consist of ensuring that all
stakeholders are kept aware of the project, including its schedule.
CONTROL OF PROJECT SCHEDULE
The project schedule is an integral part of the Project Work Plan. Upon NTP, our Project Manager, Derrick Lewis,
PE, will submit a full detailed schedule including all project activities including QA/QC activities for City approval.
Four weeks will be allowed for City review of each submittal including typical section packages, pavement designs,
drainage reports, etc. Mr. Meitin will meet with the City Project Manager to ensure that all parties are in agreement
with the schedule and the relationships between project tasks. On a monthly basis, Mr. Lewis will update the project
schedule with input from the design task managers and submit it to the City Project Manager. The project progress
and completion dates will be monitored against the baseline master schedule. Mr. Lewis will monitor the progress
of the design and review scope changes that could affect production.
CONTROL OF PROJECT BUDGET
(Thousands'
"5" Curve
FM :4180878.1,52.01
An essential goal to a successful project is to keep the scope within miIil
the construction budget, while ensuring that the project integrity is mE
not compromised. The P&A Team will prepare, at every submittal, miZi1
a construction cost estimate based on the most recent construction Wil'il
costs to confirm that the project is within budget, any cost changes gJ
will be coordinated with the City. EfliIi]
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The design budget will be monitored through the use of our cost D C 6 mI m m m m m
accounting software and the use of a production monitoring i~i:";.r.:.iiiiiiii=IOF.lr.mF.TiiTiil Months
spreadsheet that provides a visual graph (S-Curve), tracking the actual project expenditures versus calculated
expenditures.
To further monitor and control design costs, Mr. Lewis will utilize the earned value method to compare project
expenditure to progress on a real time basis to ensure compliance with task budgets. At weekly intervals, each task
manager will evaluate the progress of their task(s) and designate the progress as a percentage of the task's budgeted
value, resulting in an 'earned value' for this task. The earned value of each task will then be compared to the actual
cost expended on that task to accurately determine the relationship between the level of effort expended to achieve
the progress and the status of plans production. This comparison will allow our team to adjust our resources and task
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
management approach to ensure that project costs are held in check. This effort allows us to accommodate minor
changes in our scope without the need for supplemental agreements.
TEAM APPROACH
P&A has put together a team that is structured to support major design efforts. Accordingly, our staffing chart
identifies task leaders for the major categories of work, such as traffic engineering and roadway plan preparation.
Derrick Lewis PE was selected to serve as the Team's Project Manager and the point of contact for the City's
Project Manager because of his many years of experience developing construction documents for the public sector
and his project management proven skills. His style of project management promotes and strives for the delivery of
a quality product, in a timely manner, and within budget.
The P&A Team has worked together on previous projects. Our staffing chait also shows P&A's management
structure. The Team's Project Manager will be supported by Carlos H. Perez, PE, who will be responsible for the
implementation of the proposed QA/QC Plan. He will lead and coordinate the review efforts prior to submittals to
the Depaltment. As Officer-In-Charge, Carlos H. Perez, PE in addition to overseeing the implementation of the
QA/QC Plan, will ensure that resources are always available and that the Project Manager has the authority to
allocate them to the project. The Officer-In-Charge will also be available to the City's management, as required.
P&A's Project Manager will take a team approach for this project and will use the Project Work Plan (PWP),
developed at the beginning of the project, as a road map to make sure that there is communication between all
members of the team, that our proposed schedules are being met, that the project does not exceed the construction
budget, and most important, that a quality product is achieved.
The success of any project lies in the effective implementation of a well thought out management plan. Utilization
of the best qualified professionals and the non-compromising SUPPOlt of upper management are key elements of this
plan. The technical qualifications and experience of the staff assigned to the project must match the requirements of
the project. C H Perez and Associates has always delivered qualified and committed staff to assignments.
P&A is a full-service engineering firm, providing planning, design, traffic engineering, surveying, and construction
management services. The firm has been in the transportation infrastructure business for over 6 years in South
Florida providing services to public agencies.
STAFFING QUALITY AND AVAILABILITY
The Staff Availability/Capabilities Matrix identifies
the key people that have been selected, their areas of
expertise, roles, and reporting relationship to complete
this project. Also shown on this chart is their current
availability to work on this project. Key staff resumes
linking the staff experience to similar projects are
included for your consideration.
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C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
HISTORY OF CONSULTANTS
C H Perez & Associates Consulting Engineers, Inc.
CH Perez & Associates Consulting Engineers, Inc. (P&A) was founded by Mr. Carlos H. Perez
in May 2004 as a corporation in the State of Florida within Miami-Dade County with the
strategic vision of serving public sector and private clients in the areas of roadway design, traffic
engineering, transportation planning, and surveying and mapping. The firm currently employs
over 50 individuals. Our staff includes fifteen professional engineers, one professional traffic
operations engineer, two professional surveyors and mappers, five engineers in training, and five
three-man survey crews. We are certified as Disadvantage Business Enterprise and Community
Business Enterprise with Miami-Dade County and the Florida Department of Transportation.
Jaffer Well Drilling
Founded in 1949, by Harold G. Jaffer, Jaffer primarily installed commercial and residential
irrigation and water systems. In the 1960's, when south Florida was suffering from excessive
storm water which polluted waterways and caused flooding, Jaffer took the lead to manage the
excess water - the use of storm water injection wells. Today, Jaffer is the premier storm water
injection well driller in the state of Florida. From West Palm Beach to Key West along the
coastal region there are very few properties to be found that are NOT situated upon a well drilled
by Jaffer
Held in high regard with professionals, contractors, and municipalities alike, the industry
recognizes Jaffer as the premier contractor in storm water discharge wells and commercial
supply wells. Jaffer Well Drilling has maintained its position due to its proprietary drilling
methodologies and its experience and knowledge of the Department of Environmental Protection
and Water Management District permit application approval process. The Company has
leveraged this reputation to expand into the Aquifer Storage and Recovery (ASR) and Reverse
Osmosis (RO) well drilling markets. In addition, its customized state of the art drilling
equipment and drilling techniques enable the collection of detailed information used for ASR
well design. With Florida's water crisis at or near the top of every counties' and municipalities'
concern list, Jaffer has and will continue to see a rising demand for its services, whether it be
municipal supply, Aquifer Storage and Recovery, test/monitor, or storm water injection well
construction.
Media Relations Group LLC
Media Relations Group, LLC (MRG), is a public information company, specializing in public
and private sector public involvement campaigns. The company provides media relations in both
English and Spanish, marketing, graphics services, and the organization of business interests,
grassroots door-to-door consensus building, and serves as a spokesperson for our clients.
The MRG team has years of experience providing public involvement services on a variety of
infrastructure projects. All of our staff is equipped to serve our clients as liaisons to the
community, media and governmental agencies that are the key stakeholders in projects of every
phase of development. The MRG team is structured to reflect the needs of our clients with team
members specializing in particular areas that maximize a broad range of skills. However,
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
everyone at MRG has the training and experience to handle projects in every phase - and the
unique challenges that define them - providing our clients with the flexibility necessary to meet
their demands.
F.R. Alemall & Associates, Illc.
F.R. Aleman and Associates, Inc. (FRA) is a fast-growing, successful company in a relatively
small industry. The firm has been listed by Hispanic Business Magazine since June 1998 as one
of "The 500 Largest Hispanic-Owned Business Enterprises in the United States;" also by the
Greater Miami Chamber of Commerce as one of the "Top 100 Hispanic-Owned Companies in
Miami-Dade County". As consulting transportation, construction and communication systems
engineers and surveyors, we conduct business primarily in the State of Florida, however we have
customers throughout the United States, Central and South America, including the Caribbean.
Our largest single customer is the Florida Department of Transportation, though our customer list
includes numerous other governmental agencies and corporations in the private sector.
As a full service Subsurface Utility Engineering (SUE) firm, we possess the latest electronic
detection equipment, ground penetrating radar (GPR) and vacuum excavation equipment for
locating and designating underground utilities without the danger of rupturing them. As an
innovative approach to SUE, our GPR system accurately records the depth and location of pipes,
cables ducts and various other underground utilities to verify and avoid design conflicts. This
enables us to quickly provide an invaluable service to anyone concerned with the location of
underground utilities without affecting the surrounding environment.
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
SIMILAR PROJECTS
CH Perez & Associates
SR 823/Rcd Roadl from W 46th Stt"cct to Thc Gratigany. (Mi~~mi-~adc County) ~
Client: FDOT, District 6 1 Reference: Danny Iglesias PE (305)470-5289. This project included
reconstruction of2 miles of roadway improvements and bridge widening. Project included 2
iles of ex-filtration design, which involved coordination and interaction with D.E.R.M,
SFWMD and DEP.
107/2006-1
Gcncral Enginccring Consultant Scrviccs G EC-A 106/20101
-- -- - -
Client: HNTB, Inc, Miami-Dade Expressway Authority 1 Reference: Gil Portela, PE (305) 551-
8100. This project includes Conceptual Design, Traffic Safety and Surveying and Mapping
services required for the system of roads managed by the Miami-Dade Expressway Authority.
D. . 'd ADA C I' 101/2006-1
Istnctwl c omp lancc _1!2120101
Client: FDOT, District 6 1 Reference: Akhtar "Ike" Mahmood, PE/Paola Baez, PE (305) 470-
5333. Through this contract CH Perez & Associates performed evaluations of all ADA
improvements to be performed by the District, conducted ADA Plans Reviews, prepared
construction plans for ADA only improvements and assisted the Department in the preparation
of documents required for the settlement of ADA related lawsuits.
1-595 Transit 1 Ccntral BI"oward East- Wcst Transit Analysis (Browanl Co.) _ ~O~/~~~;-~
Client: Carter & Burgess, Inc, FDOT, District 4 1 Reference: Reed Everett-Lee, PE (954)315-
1025. This project includes all Surveying and Mapping services required for the implementation
of the Local Preferred Alternative for the Light Rail Transit System.
SR 84 from Univcrsity DI.. to Davic Rd. (Broward County) _ ~ _~~;/~~~~~
Client: Carter Burgess., FDOT, District 4 1 Reference: Erki Suarez, PE (305) 281-0151. This
roject included all the necessary surveying and right-of-way mapping required to develop
construction plans for a RRR project.
D. . 'd T ffi 0 . ,I S ~ S I. l08/2005-1
Istrlctwl c ra IC pcnttons anu alcty tm ICS . ___ __ 107/20101
Client: FDOT, District 6 Traffic Operations Office 1 Reference: Misleidys Leon, EI (305) 470-
5345. This contract includes the district-wide evaluation of High Crash Locations and the
reparation of Type I (Level one analysis), Type 2 and Type 3 studies in support of the Safety
Program.
SR 5 (U.S. No.l~~8 Milc Stt"ctch (Monroc County) ~ _ _ _~~~/~~~~~
Client: DMJM Harris, Inc., FDOT, District 4 1 Reference: Saul Perez, PE (305) 444-8241. This
roject included all the necessary surveying and right-of-way mapping required to develop
construction plans for a RRR project.
SR 7 from Brow~~'d-Palm Bcach Co. Linc to Mission Bay Plaza (P~I~ Bcach Co.) ~~~/~~~~-
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
CEI Surveying Services for the widening of SR-826 between SW 40th Street and SW 56th Street.
Horizontal Project Network Control (HPNC); Alignment and Existing Right of Way Lines; Digital Terrain Model (DTM); 2D
Topography; Vertical Project Network Control (VPNC); Construction Survey; Roadway Cross Sections/Profiles; Underground
Utilities
Jaffer Drillers, II/c.
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Storm Otalluge Well~ USI/Oiscaym." Blvd
2& -12" - 36" wells an Biscaym.. Blvd Oet,) to NE 1871h Stleet
30" su,'acec,ninglo 6S' with 24" r,nal castng to 2IS'.Jnd 101.1 ho te d.jlled to 600'
Royal Highlands - 30" Surface casing to 60' with 12" final casing 10 700' and (01.11 OPO!fl hol... drilled to
lISO'
lS"Sulfacf!casingto37S'with 12"rlnalcasingto S45'ilndlotalopen hole d"lIed to 900'
Watl'r Tfulment Plant No.4 Potable Wall'l
T~I/PfodutlionW~1
Well conslrUl;led with 30' surface using 10 50' with 16" fiMI casing to 9(X)' and 101.111 open hole
d,illedloISOO'
9 - 24- wells hom Biscayne Blvd Dade/B.owa'd line to Hallandall." Beach Blvd
20 - 24. w~lI~on Biscavne Blvd NE 135th to NE 16Jrd Slreet Irom 199410 1995
Q1v 32 - 24" wells on Biscavne Blvd NE 16Jrd SlIeel to OIela Road
Qty9. 24" Drainage Wells BisuVne B1vdNE 78tht087thSt.eet
QIV 11-24"O/ainageWell~BiscaVneBlvd67th-78thSt.eet
StOlm o.ainage Wels 00 Biscavne Blvd NE 5th 10 NE lSlh Streel QIV 19 -24" wells for StOlm
Olalnage
26 Slorm Drainage Wells. McAnhur (ausewav, Miami Beach (ollins Ave/llardingAve/McAithu.
Causeway
41 SIOIm Drainage Wells. Col!ins/Ha.ding Ave Miami Beach 7SIh .9Slh SI/eet
QIV 11. 24" Wells for Stolm Drainage aloog MacArlhur causeway j Walson Istand
f10eplolT.ansportalion
(itvofAllamonleSp/ings
StolmOrainage
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1985 We~kleyAr;phalt
2004 (ilV 01 Alamonle Springs
Royal Highlands
Highland lakes
MunlcipalSupplV
MunlcipalSupplV
2004 City of leesburg
2004 Cily of Allamonle Spfings
Winter Garden TestfPloduttionW..rr Munlclp~ISupply 2001 CilvofWinle,Garde<>
St.om D.ainag.. HallandateBeach Storm Drainage 1988 O..MovaG.oup
Storm Drainag..Bisuvne B51h SlormDrainage 1994 Russel Engine..rlng
Slmm Drainage8iscaVne 16J,dlo OIela StmmOrainage 1996 Solo (onstllKlion
Slorm Drainage Biscayne NE 78-87Streel SlormOrainage 2001 (ommunityAsphall
510rm [k<l'nage Biscayne NE 67.78thStreel SIormOrainag.. 2001 Hori!onConslrlKlion
StormDrainage8iscayn..NE5.15thStr"et Stormllfainage CommunilyAsphalt
MiamiBeachfDOT Stormllfainage 1''''' PJConstruttion
Miami BeachfDOT SlormOrainage 1995 PJConstrlKllon
Miami Beach FDOT SlmmOrainage 1998 RedlandsConstruction
Miami Beach fDOT Stormo.ainage 2001 Centralflorida Equipment
fDOTSR2!>Slormo.ainage Slo.mOrainage 2008 HOIilonConslrlKtion
MiamiStOlmSewerRetrofit Storm Orainage 1990 DeMoyaGroup
Miami Slorm Sewer Retrofit SlormOrainage 1991 M.Y,la&A.ssociates
MiamiSIOImSewe/Retrofil Stormllfainage 1992 Marks8rothe.~Co.
Miami StOlmSewer Retrofil Storm Orainage 1993 MiriCOIlSUuttion
Miami Slmm Sewe. Relrofit SlarmOrainage 1999 HorilonConstruclion
ParkingAuthorilvSto.mOrainage SlormOrainag.. 2004 Miami Parking Authorily
Miami StOlm Sewer Relfofit Sto/mOrainage 200' Acosta Tratton
MOSlormOrainage Storm Orainage 1996 Inlercoastal (onslruclion (ompanV
B.eva.dCountyFi,e.Rescue firePrOlection 2003 8revard Counly fj/e Rescue
Port of Miami Sto.mOrainage 1988 Maclec
'ithoolBoa,d SlormOrainage 2008 Various
V,lIag..Roodways SlormOrainage 2005 Various
Key Siscayne Well Redevelopmenh SlormOrainage 2010 Viltageol Key Biscayne
Florida Keys Wasterwale, Injection Wells Waslewate.lnjection 2010 Wharlon,Smilh,EncoreConl.atolS
TheWaterway~ SlarmOrainage 1995
Williams Island Slo,mOrainage 1994 Turne.Coost.uction
Parrotlungle Storm Orainage 2002 DowmiteEngineering
Midtown StOfm Dliinage SlormDrainage 2006 Marks Brolhers
Metlandll SlormOrainage 2009 Suffolk,Bovis
Qty 25, 24" Storm Drainage Wells Wells along Collins Ave f,om Lincoln Road 10 26th Street
Qty 26. 24" SIOIm DraillageWells NE 7th Ave to NW 71h Ave SR25j NW 3&lh Sl,eet
Qly 12. 24" Drainage Wells Civic Center norm s~wer retrofitting
Qly 13- 24" Drainage Wells Morningside nOlm sewer rel'ofittillg
Qly 9 - 24" Slorm drainage wells NW ht Street betweeb Biscayne Blvd and NW ht Ave
Qly 33 - 24" wells between o;scayned Blvd and NW hi Ave
Qly 20.24" drainage wells fOl Miami River Outfill PlOject
Qty 6 - 24" \101m drainage wells in downtown, Miami
Qty 5 - 29" drainage wells NE 7Ist storm sewer project
Qty 6 - 24" storm drainage wells Washillgton Ave, 3-131hst'eet
Qty 5 - floridan water suppl~ wells v.ith 24" surface casing to 150' and lotal open hole to
approxImately 600'
Qly47.24"well/edevelopmenls
Qty 26.24" storm drainage wells fOI variOYs contractors
Qty 37 - 24" storm drainage wells in villag.. roodways I,om 199,.2005 fOf various (Qntractor~
Qly 30 - 24" well fed~velopmenh
Qly 6, 8" .12" injection wells, BigCuppill, Key largo and Duck Key, WW Ws
Qly 54, 24"stOlm drainage wells fOl various contraClor~. TheWate/ways. NW 207.213th Street
Qty 28, 24" & ]6" stOfm drainage wells in William Istand residential dev~lopmenl NE 18Jrd street
BiscayneBlvd
QIy 10,24" storm drainage well~ fOl parrot Island, MacArthur c<lusewav
Qty)8- 24" storn drainage wells for Midtown Miami project
Qty 9, 24" dlaillage wells for Met I and Met II
Nt d' R I ( G
~r.;-.II{",~"r"lIT-',
lW~
flOlidaDepartmentofTlanspOflalion
C,ty of Alamonle Springs
$ 348,641.00
City of let'iburg
Cityoflet'iburg
$ 537,120_00
City ofWinte. Garden
Florida Department of TranspOftalion
f10rlda Department of Tlansportalion
flOfidaOepartmentofTlansportalion
flOlidaDepartmentofT,anlpOflation
flOlidaDepartmentofTlampOflalion
$ 284,215.00
flOlidaOepartmentofTransportation
floridaDepartmentofTlansportation
florida Oepallmentol Trallsportation
florida Oeparlmentol TranspOftalion
Florida Oepaltment of Transportation
florida Oepaltmenlof Transportatioll
City 01 Miami
City of Miami
Cily of Miami
Cily of Miami
Cily of Miami
City of Miami
(ilyofMiami
Cily of Miami Beach
8revardCount~ S 477563.00
(ilyofMiami
Miami.DadeCount~
Village 01 Key BilcaVne
Village 01 KeV o;S(a~ne
flOlida Keys Aquadutl Aulhorit~
P,ivaleSector-NGO's
PfivateSector.NGO's
P,ivateSector.NGO's
PrlvaleSeClo.-NGO's
,
TOll'n ()/Cutler Bay Puhlic Outreach Col1f/'({ct Status: Completed 2008
Client: Town u/Cu/ler Bay Ref: Steve Alexander (305) 234-4262
MRG served as an extension of the Town's start'to the community. MRG established the branding and developed the text for the
town's newsletters, assisted in the coordination and media pitching of the Founders Day celebration, as well as working with
media outlets to handle inquiries and story ideas. MRG was also responsible for attending Town Council meetings and creating
fl D T C '1 h T b'k 'd d h fi S f h T dd
I
North Ba.\' "il/age Waste Water Force Main Replacement Status: Ongoing
Project Ref.' Abbey Fiallo (305) 586-8925
Client: North B(~l' "il/age
MRG was responsible for creating a Public Involvement Plan (PIP) to best reach motorists, pedestrians and interested parties to
keep them informed during the construction process, MRG assigned a Public Information Specialist (PIS) to address the
concerns of the community and to serve as the daily point of contact on behalf of the contractor, Through the process of direct
mailings and door-to-door distribution, fliers were distributed along the corridor to residents and the business community, and e-
mail blasts have provided residents regular updates on all related construction activities.
826/836 Interchange Reconstruction P/'{!ject Status: Ongoing
Clien/: Florida Department or Transportation Ref.' Kathy Y co mans (305) 499-2383
Public Transportation Office-District VI
MRG oversees all public information strategy and is responsible for managing the production of all collateral materials and for
overseeing website conception, development and execution. MRG staff has attended various group progress meetings and
continues to work with the entire project team to develop an overall effective, cohesive marketing/public involvement
campaign.
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
CURRENT AND RECENTLY COMPLETED PROJECTS
CH Perez & Associates
Sf? 8J3/Rcc! Rowl! ./i'OIl/ IV -16"1 Slrccl 10 Thc umligan.1'.
(llliall/i-Dac!c C '011111.1')
Clic/1/: FDOT. Dis/rict 6
S/allls: Ongoi/1g
RcI Dan/1.1' Iglcsias. 1'. E. (3(5)rO-5J8CJ
To/al CO/1/mcI /'alllc: SI.500.000
This project included reconstruction of2 miles of roadway improvements and bridge widening. Project included 2 miles of
ex-filtration design
uC/1cml Enginccring Consllllanl - RO(/lhr(~l' Dcsign
Clicl1l: HNTB Corporal ion (I'rill/c) (u EC-A)
A/illllli-. \")
5,lallls: ()/1goi/1g
RcI II/WI' COl11r(~l', I'.E {3(5)J]]-I-I30
Tolal Col1lract l'alllc: S-IJ)A/A/
I I
Serving as subconsultant to HNTB for the Development of conceptual plans for:
o SR 924 / Gratigny Expressway: this project included the development of 30% construction plans to be used by MDX to
advertise a design-build project for the removal of the existing toll facility along the Gratigny Expressway to implement Open
Road Tolling. Our construction plans included the realignment of the corridor in the approaches to the existing toll facility, the
evaluation of existing right-of-way for the realignment and the computation of quantities to develop a construction cost estimate
for the project. Construction Plans included: Roadway Plans and Signing & Marking Plans.
o SR 874 / Don Shula Expressway: this project included the development of 30% construction plans to be used by MDX to
advertise a design-build project for widening of the corridor between the Palmetto Expressway and Kendall Drive / SW 88 ST.
Three design alternatives were prepared including one that would accommodate future Express Managed Lanes. We performed
survey work, traffic analysis and developed plans which included the roadway and signing & pavement marking components,
along with a preliminary maintenance of traffic plan.
o SR 924 / Gratigny Expressway: this project included the development of 60% construction plans to reconfigure the
Eastbound off-ramp to NW 57 AVE. Our construction plans included the addition of an auxiliary channelized right-turn-Iane,
the realignment of the southbound thru lanes extending half a mile north of the exit ramp. Work included embankment
calculations, cross-sections, relocation of lighting fixtures, resetting of guardrail and drainage analysis.
o SR 836 / Dolphin Expressway: this project included the development of 60% construction plans to convert the existing outside
shoulder between East of 87 AVE and NW 72 AVE to a thru lane in order to achieve thru-Iane balance along the corridor. The
work included roadway plans, cross sections, embankment reinforcement and earthwork calculations, signing and pavement
marking analysis extending to SR-836 / Palmetto Expressway and maintenance of traffic plan.
N IV 37"1 A "C/1I1C ['arl ial Rcco/1slrllc/io/1
Clic/1l: A&P Consulting Transportation Eng. (Prime)
Miami-Dade County Public Works ~ E04-PW-07
Sla/lIs: Completed 2008
RcI Eithel M. Sierra. P.E. (305)592-7283
Tolal C 'o/1lract , 'alllc: S300.000
Serving as subconsultant responsible for developing construction plans for the signing & pavement markings and signalization
components to reconstruct NW 371h A venue between South River Drive and NW nnd Street.
Dislrictll'ic!c I'lIshhllllO/1 Dcsign CO/1sllllal1l
Clicl1l: Florida Department of Transportation
Traffic I Ii strict VI
S/allls: Ongoing
RcI Lee Fang Chow. P.E. (305)470-5335
Tolal Col1lmc/ I'alllc: S 1.5A/A/
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Serving as prime consultant for implementing miscellaneous improvements that are the result of safety studies performed by the
District Traffic Operations office or requests by elected officials. Work includes: safety, roadway, signing & marking,
signalization, lighting, and operations improvements. Work is issued as separate work orders and schedules are compressed.
ADA Dislric/-1ric!c I'lIhlic Tm/1sporlalio/1 ('o/1slllla/1/ SIal 11.1': Ongoing
Clic/1l: Florida Department of Transportation RcI Paola Baez. P.E. (305)470-5333
Public Transportation Office-District VI To~al ('o/1lract /'alllc: SI.5A/A/
Serving as a prime consultant providing office and in-house support to the Public Transportation Office in all areas related to
Rail, Transit and Multimodal services including Rail Highway Characteristics Inventory (RHCI) data collection, processing, data
entry, update, and QC., participation in the Annual District Diagnostics Field Reviews for the Signal Safety Program, RR
Crossing Rehabilitations from coordination with all parties involved, MOT Plans, CEI during construction of Rail
Improvements, Update ancl Maintenance of RR Crossing Conclition Diagrams ancl Photo Log, Plans Review for RR Involvement,
Issuance of RR Certifications, Park ancl Ride Lot Inventory, Transit Stations Plans Review, 5310 ancl 5311 Inventories, Park ancl
Ride Lots improvements and more.
SR-826/ Palmetto Expressway Design Build Finance S/allls: Ongoing
Clic/1l: New Millenniul)l Design Consultants (Prime) Rcf: Eugene Ochoa. P.E. (305) 667-4772
Florida Department of Transportation - District VI TOl11l CO/1lmct l'alllc:SJ50.000
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
Client: Metric Engineering, Inc., FOOT, District 4 / Reference: Martin Marquez, PE (305) 235-
5098. This project included all the necessary surveying and right-of-way mapping required to
develop construction plans for a RRR project.
O. t' 'd P hb tt M' O' c 105/2004-1
IS nctwl C us u on mOl' cSlgn ontract 108/20071
Client: A&P Consulting Transportation Engineers / FDOT, District 6 Traffic Operations Office /
Reference: Omar Meitin, PE (305) 470-5312. Mr. Perez served as the project manager for this
contract since it was awarded, over 88 work orders have been completed through it including a
ide range of minor design projects as well as two projects with a construction cost of over $1.5
Million.
A. 'tl D' 1 'I" A St 1 . M' . D 1 I Me' l05/2004-1
mCl'lcans WI 1 Isa)J ItICS ct lJ( y m mnll- a( C am onroc ountIcs 112120051
Client: A&P Consulting Transportation Engineers / FDOT, District 6 Public Transportation
Office / Reference: Akhtar "Ike" Mahmood, PE (305) 470-5166. Mr. Perez served as the project
anager for this contract since it was awarded in 2001. A comprehensive study to asses ADA
compliance in the State Highway System within the District was completed and used as
reference for developing scope of future improvements within the District.
Media Relatiolls Group LLe, Illc.
Town of Cutler Bay Public Outreach Contract 2008
Town of Cutler Bay
MRG served as an extension of the Town's staff to the community. MRG established the branding
and developed the text for the town's newsletters, assisted in the coordination and media pitching
of the Founders Day celebration, as well as working with media outlets to handle inquiries and
story ideas. MRG was also responsible for attending Town Council meetings and creating flyers
for Town Council open houses, a Town bike ride and the first State of the Town address.
North Bay Village aste Water Force Main Replacement Project 2010-
North Bay Village 2011
MRG was responsible for creating a Public Involvement Plan (PIP) to best reach motorists,
edestrians and interested parties to keep them informed during the construction process. MRG
assigned a Public Information Specialist (PIS) to address the concerns of the community and to
serve as the daily point of contact on behalf of the contractor. Through the process of direct
ailings and door-to-door distribution, fliers were distributed along the corridor to residents and
he business community, and e-mail blasts have provided residents regular updates on all related
construction activities.
826 836 Interchange Reconstruction Project 2010-
Florida Department of Transportation Public Transportation Office-District VI 2011
MRG oversees all public information strategy and is responsible for managing the production 0
all collateral materials and for overseeing website conception, development and execution. MR
staff has attended various group progress meetings and continues to work with the entire project
earn to develop an overall effective, cohesive marketing/public involvement campaign.
C H Perez & Associates
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I
REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
PRESS ARTICLES, PROFILES, COMMENDATIONS, ETC.
Media Relation Group
MRG served as an extension of the Town of Cutler Bay's staff by providing the first public relations services to the
community. MRG established the branding and developed the text for the town's newsletters, assisted in the
coordination and media pitching of the Founders Day celebration, as well as working with media outlets to handle
inquiries and story ideas. MRG was also responsible for attending Town Council meetings and creating flyers for
Town Council open houses, a Town bike ride and the first State of the Town address.
,-----~
Messoge frorn the ~Ioyor
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C H Perez & Associates
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Derrick CLewis, PE
Senior Project Manager / Stormwater Management
dcl@p-a.cc
9594 NW 41" Street
Suite 201
Doral, FI 33178
Tel: 305.592.1070
Fax: 305.592.1078
~~~
C H Perez & Associates
Enginoors. Plon"ors . SurvOVOf5
Professional Registration:
Florida Professional Engineer No. 62965
Education:
Bachelor of Science in Civil Engineering, University Central Florida
Master of Science in Civil Engineering, Florida International University
Years of Experience: 14
Project Specific Experience:
CH Perez &. Associates, Inc
Stormwater Management Project Manager
Keith &. Schnars, PA, FT. Lauderdale Florida
2004
2006
November 2010 to Present
February 2007 to November 2010
S.W 157th Ave Reconstruction Miami-Dade County, FL 8/2007 to 10/2010
Senior Project Manager for Stormwater Management, This project included reconstruction of 2 miles of
roadway improvements. In addition, 2 miles of exfiltration design, which involved coordination and interaction
with D.E.R.M and SFWMD. Client PM:, Raul Quintela, PE, 305.375-3971
CrossTown Parkway, PD&E Port St. Lucy County, 12/2008 to 1/2010
Senior Project Manager for Stormwater Management for the Crosstown Road Way and River Crossing
Extension, Port St, Lucie County: Principal Drainage Engineer responsible for instituting a comprehensive
Storm-Water management strategy for the PD&E phase for 6 river crossing alternative for a fragile wetland
ecosystem, this included providing a preliminary drainage report, A pond siting report, location hydraulic report
and Bridge Hydraulic report. This includes extensive coordination and interaction with SFWMD, FDEP, Coast
Guard and a host of federal and local agencies.
Client PM: Patricia Roebling, P.E. 772-871-5174
Florida Department of Transportation District VI, Miami, Florida
January 1998 to February 2007
N.W/N.E. 36th ST (SR 25) Reconstruction, Miami-Dade County (FPID No. 249528-1-52-01), (FDOT 6)
11/200 to 12/2002
.Drainage Engineer responsible for drainage design, permitting, plan production hydraulic modeling and report
writing of the drainage report of over 2 miles of SR 25 roadway widening and reconstruction improvements.
Project included 30 deep wells which involved coordination and interaction DERM, FDEP and SFWMD.
Client PM: Bayo Coker, PE, 305.470.5200
Biscayne Blvd (SR 5) Reconstruction & Pump Station, Miami-Dade County, (FDOT 6) (FPID No.
249835-2-52-01)
Project Lead Drainage Engineer responsible for drainage design, permitting, plan production hydraulic modeling
and repoli writing of the drainage repoli of over 2 miles of SR 5 roadway widening and reconstruction
improvements. Project included Pump station design 30 deep wells which involved coordination and interaction
DERM, FDEP and SFWMD. Client PM: Yuanet Letzelter,P.E. 305-4705200
Biscayne Blvd (SR 5) Reconstruction from N.E 67 to N.E. 87, Miami-Dade County, (FDOT 6) (FPID No.
405641-2-52-01)
Drainage Engineer responsible for drainage design, permitting, plan production hydraulic modeling and report
writing of the drainage report of over 1.5 miles of SR 5 roadway widening and reconstruction improvements.
Project included over 30 deep wells and French Drain design which involved coordination and interaction DERM,
FDEP and SFWMD. Client PM: Mohammed Mansuri, P.E., 305-4705200
Engineers So. Surveyors dedicated to Transportation Development and Operations
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Alejandro G. Meitin, PE
Vice President - Design Manager
agm@p-cl.(
9594 NW 41 st Street
Suite 201
Doral, FI 33178
Tel: 305.592.1070
Fax: 305.592.1078
~~~
C H Perez & Associates
EnginoOfa. Planners. Surveyors
Professional Registration:
Florida Professional Engineer No. 44744
Education:
Bachelor of Science in Civil Engineering, University of Miami
Years of Experience: 24
Project Specific Experience:
Florida Department of Transportation (FDOT 4), US 441/SR 7 RRR, Broward County, FL.
Project Manager for the design of the resurfacing of 1.8 miles of reconstruction of a six lane rural
divided facility. Responsibilities included project management of all aspects of design including
drainage, traffic control, and signing & pavement markings and signalization designs. Client PM:
Leslie Wetherell, P.E. 954.777.4438
1991
May 1986
Florida Department of Transportation, (FDOT 6) SR 823/Red Road Reconstruction,
Miami-Dade County, FL.
Project Manager for the reconstruction of the 2.0 mile section of a six lane urban facility.
Responsibilities included geometric design of roadway features and the supervision of the
drainage, traffic control, and signing & pavement markings and signalization designs. Client PM:
Danny Iglesias, P.E. 305.470.5289
Texas Turnpike Authority (TTA) State Highway 130 New Construction, Austin TX
Project Manager responsible for the horizontal and vertical alignments of 30 miles of a new
limited access facility. The entire project consisted of approximately 90 miles of new limited
access roadway from San Antonio TX to Austin TX. Responsibilities included the geometric design
of 13 interchanges along the assigned 30 mile corridor and one mainline toll facility. Client PM:
Florida's Turnpike Boca Raton Interchange to Delray Interchange Widening /
Reconstruction, Palm Beach County, FL.
Project Manager for the construction of the 5.3 miles of limited access facility widening
improvement from four to six lanes. The project entailed the redesign of one interchange, the
reconstruction of three bridges and the widening of two additional bridges. Client PM: J.e. Nagle
407.264.3100
Florida Department of Transportation (FDOT 6), SR 5 / US 1 / 18 Mile Stretch
Reconstruction, Miami-Dade County, FL.
Florida Department of Transportation (FDOT 6), Watson Island Access Roads
Reconstruction, Miami-Dade County, FL.
Project Manager for the design of the access roads to the new Parrot Jungle site on Watson Island
in Miami, Florida. The project consisted of a new roadway alignment creating a frontage road
parallel to the MacArthur Causeway to allow access to the new Parrot Jungle. Responsibilities
included the supervision of the roadway design from drainage, traffic control, and signing &
pavement markings. Responsibilities also included Post Design Services for the construction of
the facility, including attending meetings with the eEl and contractor to address construction
issues. Supervisors Name: Felix Blanco, P.E. 305.470.5271
Florida Department of Transportation (FDOT 6), SR 90 / SW 8th Street Reconstruction,
Miami-Dade County, FL.
Project Manager for the design of the reconstruction of a two mile section of "Calle Ocho". The
project consisted of reconstructing the existing four lane facility into a five lane roadway within
extremely limited right-of-way. Responsibilities included the geometric design of roadway
features, supervision of the drainage, traffic control, to signing & pavement markings, and
signalization designs. Responsibilities also included Post Design Services for the construction of
the facility, including attending meeting with the CEI and contractor to address construction
issues. This project required extensive coordination between FDOT, merchants along the corridor,
and publicly elected officials. Supervisors Name: Felix Blanco, P.E. 305.470.5271
Engineers 8t Surveyors dedicated to Transportation Development and Operations
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Derly Y. Cano, E.I
Project Engineer
dc@p-a.cc
9594 NW 4151 Street
Suite 201
Doral, FI 33178
Tel: 305.592.1070
Fax: 305.592.1078
~~k
c H Perez & Associates
Enginoors . Plannors . Survoyors
Professional Registration:
Enqineerinq Intern No. 1100012944
Education:
Bachelor of Science in Civil Engineering, 'New Granada' Military University, Colombia
Years of Experience: 9
Project Specific Experience:
2009
1998
CH Perez and Associates Consulting Engineers I SR 823/Red Road Reconstruction I Project Engineer
Engineer Intern role in the drainage design, plans production, and drainage report for 2.0 miles of roadway
reconstruction improvements.
Pedelta, Inc.l Project Development and Environmental (PD&E) Study Services for the State Road 924
East Extension to 1-95 - Miami Dade Expressway Authority
Preliminary engineering design and environmental study for the potential new expressway extension from the
current end of SR 924 at NW 32nd Avenue to NW 7th Avenue /1-95 and including a direct connection with 1-95.
Pedelta, Inc. I Lawtey Community School I Project Engineer
Responsible for the structural design and structural plans preparation for the Lawtey Community School Project
was built using 'Site Cast Monolithic Concrete Structure Technology' (valued 2.5 million dollars). Responsible for
the structural design and structural plans preparation for Whispering Woods Senior Housing Development at
Fernandina Beach, Florida. (Project valued 3.0 million dollars). Responsible for obtaining the Miami-Dade
County and the Florida Department of Transportation certifications.
Prieto Engineeringl Pinewood Grove and Pinewood Homes I Project Engineer
Responsible for the site development of a community of 46 luxury homes, including the design and plans
preparation of the water, storm water and waste water systems. Responsible for the design and preparation of
the architectural, structural and plumbing plans of the 46 homes. All designs to comply with the Florida Building
Code (FBC) and Miami-Dade planning and zoning requirements.
Prieto Engineering I Gables Edge I Project Engineer
Responsible for the site development of a community of 7 luxury homes, including the design and plans
preparation of the water, storm water and waste water systems. Responsible for the design and preparation of
the architectural, structural and plumbing plans of the 7 homes. All designs to comply with the Florida Building
Code (FBC) and Miami-Dade planning and zoning requirements.
Isrex I Project Engineer
Responsible for the designs, plans preparation and cost estimates of pressurized and trickle irrigation Systems
for transporting and distributing water to vast agricultural lands. Responsibilities included field reviews, collection
of climate, topography, and hydraulic data. Responsible for the design and plans preparation of irrigation fixtures
based on codes requirements and specifications. Responsible for the design of overhead and drip irrigation
systems, their plans preparation and permitting of agriculture lands for the National Institute of Adaptation of
Colombia Soils. Engineer Intern Role providing assistance in the design, plan preparation and cost estimate of
sprinkler and drainage systems for irrigation districts.
Sodeic-CPT I Assistant Engineer
Engineer Intern Role providing assistance in the design, plan preparation and cost estimate of drainage systems
for irrigation districts. Responsibilities included field reviews, collection of climate, topography, hydraulic data,
and the design of open channels.
Engineers & Surveyors dedicated to Transportation Development and Operations
m:\lor\city of sunny isles drianage imrprovements\resumes\dcano resume chp 2011. doc
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Leticia V. Perera, PE
Senior Highway Engineer / Project Manager
Ivp@lD-a.cc
9594 NW 41" Street
Suite 201
Doral, FI 33178
Tel: 305.592.1070
Fax: 305.592.1078
~~~
C H Perez 8. Associates
Englnoo,s' Plonnors' SUfvoyors
Professional Registration:
Florida Professional Engineer NO.4 7060 1993
Education:
Bachelor of Science in Civil Engineering, Florida International University 1985
Years of Experience: 24
Project Specific Experience:
CH Perez & Associates, Inc October 2010 to Present
Senior Highway Engineer
Corzo Castella Carballo Thompson Salman Consulting Engineers Miami, Florida
August 2006 to September 2010
USl / SR 5 / 18 Mile Stretch (FDOT 6), Miami-Dade County, FL 8/2006 to 10/2007
Assistant Project Manager for reconstruction of an existing 2-lane undivided roadway to a 2-lane divided facility.
This corridor is part of the 18-mile stretch linking Florida City to the Florida Keys. The improvements include a
new 14-ft wide median with concrete barrier wall designed to eliminate head-on crashes. In addition, there is a
1-mile section where passing lanes are being provided. Coordination with utilities was very important as impacts
to the FKAA 36-in WM were to be avoided given the fact that this is the sole source water supply to all the
Florida Keys. In addition, we prepared JPA plans for the relocation of BST facilities. In addition, seven (7)
concrete box culverts were built to support wildlife crossings. Client PM: Jose Barrera, PE, 305.470.5260
SR-50 from West of Hancock Rd to OCLi SR-50 from LCL to East of Turnpike Ramps,
Lake and Orange Counties, Orlando, Florida (FDOT 5) 6/2007 to 1/2009
Assistant Project Manager for the plans update widening/reconstruction of SR-50 from a 4-lane
rural section to a 6-lane urban section that includes a 22-ft median, sidewalks, and bicycle lanes.
The construction cost for this project is estimated at $26 mil/ion. The Storm water system is
comprised of 7 closed basins including a joint use system with the Turnpike Enterprise. The
project includes a complex traffic control scheme that minimizes impacts to the ramps terminals
and toll facilities for the Turnpike Interchange in the town of Oakland. Extensive right-of-way
coordination, including acquisitions and easements, were required. Client PM: Jon Garner 386
943-5539
A&P Consulting Transportation Engineers Miami, Florida
June 2001 to November 2005
MIC Terminal Access Roadways (MTAR) (FOOT 6) 11/2001 to 12/2004
Assistant Project Manager in the development of Roadway Construction plans. The project is
located just east of the Miami International Airport and includes a new system of ramps to
connect the Rental Car Facility with Lejeune Northbound and Southbound and the Central
Blvd./Miami International Airport Interchange. MTAR, in conjunction with the Le Jeune Road
corridor project will facilitate a seamless connection between the MIA, RCF and future MIC Core
with SR-836 and proposed MDX Interconnector. Client PM: Gary Donn, PE 305.470.5881
SW 8th Street Interchange Modifications at the Florida Turnpike (Florida Turnpike
Enterprises) 5/2004 to 11/2005
Assistant Project Manager in the development of Construction Documents for a new southbound
HEFT exit ramp to westbound SW 8th Street in order to alleviate the mainline weave condition
that results from the heavy movement between the southbound HEFT entry from westbound SR-
836 traffic crossing the southbound HEFT existing to SW 8th Street. The proposed typical consists
of a single 15 feet lane ramp facility with 6 feet shoulders, 2 feet paved on the left and 4 feet
paved on the right. Client PM: Cheryl Doherty 407.532.3999
Engineers 8t Surveyors dedicated to Transportation Development and Operations
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Sergio Gomez, P.E.
Senior Highway Engineer
sg@p-a.cc
9594 NW 41" Street
Suite 201
Doral, FI 33178
Tel: 305.592.1070
Fax: 305.592.1078
11Q)~
II~"
C H Perez & Associates
Enoinoors- PIDnnor$;. SUrvOYOfS
Professional Registration:
Florida Professional Engineer No. 60719
2004
Education:
Bachelor of Science in Civil Engineering, Polytechnic University of Havana, Cuba
1988
Years of Experience: 21 Years of Employment at CHP: 2
Office Location: Doral, Florida
Project Specific Experience:
C H Perez & Associates Consulting Engineers, Inc. February 2008 to Present
Miami-Dade County Expressway Authority - General Engineering Consultant
As sub-consultant to HNTB, I am serving as a roadway design engineer responsible for several prqjects as follow:
Project 87409.070 SR,874: Preparing conceptual plans ana report (includes horizontal aligment and siqning and pavement
markmg) for wldenmg SR-874 from two to tree lanes, from SR-826/Palmetto Expwy. to SR-94/SW 88h St./Kendal Dr.
Pro'ec[ 40034,0705 stemwide Master Guide Si n Assessment: Develop and preparing report and conceptual signage
R ans or uture w e Ign eSlqns, me u es a tota mventory 0 existing guide signs ownea by MDX
Project 92406.070 Ooen Road Toll - MDX Off Svstem Gwae Sign Assessment rSR-874, SR-878 and SR,924): Preparing
con.ceptual ;>ignqge plans for ORT off system guide signs, also includes preparing conceptual signage plans for ORT
mamlme guide slqns.
Pro'ect 40028.010 Exit Ram s Condition Control Si ns SR-712 SR-836 SR-878 and SR-924 : Develop and preparing
report and Signing plans or Exit Ramp peed ignage, includes the inventory 0 existing signs, safe curve speed study,
evaluation and proposed warning signage. .
Project 40028.070 Route Confirmation Markers and Combined Soeed Limit Lavout rSR-712, SR-836 and SR-878):
PreDarma sIGnma olans.
Prime Consultant: HNTB, Inc. Alfredo Reyna, P.E, Tel 305-551-8100 Client: MDX
Start Date: 2/2008 Completion Date: 10/2009
Florida Department of Transportation - District 61 Project Manager
Duties included the review of roadway construction plans and the development of construction cost estimates for all roadway
prqjects let by the district.
Prime Consultant: N/A Client: NIA
Start Date: 6/2006 Completion Date: 1/2008
A&P Consulting Transportation Engineers, Inc. I Project Engineer
As a Civil Engineer, was in charge of utility relocation and draina.qe prqjects for the Water Resources Department.
Responsibilities included: FEMA Drainage Mitigation Program, Canal Dredgmg and Relocation of Major Water and Sewer
Systems, production of construction plan sets for severa7 roadway prqjects for District 6, the Turnpike Enterprise and the
Miami-Dade Expressway Authority including urban and rural new construction, reconstruction, and milling and resurfacinq
prqjects that included signing and pavement markings, and signalization. Was responsible for the Quality Control of a71
internal design prqjects.
Prime Consultant: Several
Client: Several
Completion Date: 5/2006
Start Date:
4/2002
AGC Consulting Engineers & General Contractors I Project Engineer
Responsible for the supervision of all structural construction activities as related to residential and commercial construction
prOjects. Also in charge of construction scheduling, budget, quality control, quality assurance and revision of shop drawings.
Supervision and revision of monthly prqject invoices.
Prime Consultant:
Several
Client: Several
Completion Date: 3/2002
Start Date: 1/2000
Engineers 8< Surveyors dedicated to Transportation Development and Operations
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Francisco L. Nunez, PSM
Vice-President - Surveying Operations Manager
fln(dlp-i.1.u.
9594 NW 41" Street
Suite 201
Doral, FI 33178
Tel: 305.592.1070
Fax: 305.592.1078
~Q)~e 2004
.~jJ,
C H Perez &. Associates
Engineors. Plnnner'. Survevofl
Professional Rel!istration:
Florida Professional Surveyor and Mapper No. 6382
Education:
Engineering and Surveying Courses
High School Diploma, Miami Southwest High School
Seminars:
Advanced Geopak Coordinate Geometry, DTM, Geopak Survey and MicroStation J, FlU.
Advanced MicroStation Descartes, Texas Computer Graphics, Inc.
Advance CAiCE 2000 Processor, DTM and Design, AGA and Associates.
Section Corners Retracement, Bureau of Land Management (Walt Robillard)
Photogrammetry for Route Survey, Global Positioning System, Network Analysis.
Vector Processor for GPS, Cadastral Electronic Field Book, Electronic Field Book Processor.
EFB & CEFB Data Collection and Processor, Dr. Raymond J. Hintz, Ph.D.
Years of Experience: 30
2002
1978-1982
1977
Years of employment at C H Perez: 6
Proiect Specific Experience:
251688-1-32-01: 1-395 Reconstruction from East of 1-95 to McArthur Causeway CHP-l10401
This project includes Minor Design, Traffic Safety and Surveying and Mapping services required to replace the existing E-W
bridges in front of the Arsh Center with new signature bridges within the limits of the project.
. TYLlN, Inc. . FDOT District VI Consultant
Prrme Consultant: M' V II PE / (305)56 888 Client: Off'
anano a e, 7-1 Management Ice
Start Date: Jun-2011 Project Manager: Vilma Croft, PE
Completion Date: Dec-20B (305)470-5240
GF 53842: West Avenue Bridge PD&E Project CHP-l10201
This project includes Minor Design, Traffic Safety and Surveying and Mapping services required to provide a new bridge
within the limits of the project.
. Gannett Fleming, Inc.
Prrme Consultant: Jose Clavel, PE / (786)845-9540 Client: City of Miami Beach
Start Date: Apr-2011 Project Manager:
Completion Date: Dec-2011
427023-1-32-01: SR-5/US-1 from PB/Martin Co Line MP 0.0 to MP 5.03 (Pavement Seam) CHP-102801
The project consists of milling and resurfacing SR 5/US 1, sidewalk implementation, minor drainage improvements,
pedestrian count down, landscaping, signing and pavement marking. CHPerez responsible for Surveying.
. AECOM . FDOT District IV Consultant
Prrme Consultant: B F" PE / (813)630 2500 Client: M Off'
runo lon, - anagement Ice
Start Date: Apr-2011 Project Manager: Fernando Morales, PE
Completion Date: Aug-2011 (954)777-4241
Districtwide Surveying Consultant CHP-102601
This project includes Surveying and mapping Services for projects produced by the internal design section of the district as
well as any other necessary survey required by the Department.
Prime Consultant: CH Perez & Associates Consulting Engineers, Inc.
Start Date: Dec-2010
Completion Date: Nov-2014
I. FOOT District IV
C lent: S . Off'
urveYlng Ice
Project Manager: Robert Hughan, Jr., PSM
(954)777-4556
Engineers & Surveyors dedicated to Transportation Development and Operations
m:\Ior\dty 01 sunny isles drianage imrprollements\resumes\!1nunez.resume.lpg. lOll.doc
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NAME:
EDUCATION:
PROFESSIONAL
LICENSES:
WORK HISTORY:
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April 1980-
Present
January 1979-
March 1980
June 1976-
October 1978
June 1974-
May 1976
William James McCluskey
Bachelor of Science, Geology and Physical Geography-Double Major;
May 1976 University of Alabama
State of Florida, Professional Geologist (#881), since Jan.1989
State of Florida, Water Well Contractor (#2304), since Oct. 1982
Jaffer Organization. Initial position as Drilling Superintendent, then
Management and Geologist. Supervision of well construction and test
hole drilling primarily in the Biscayne Aquifer of Southeast Florida.
Supervision of numerous test holes and wells in the shallow portion of the
Floridian Aquifer of Central Florida.
Nutting Engineers, Inc., Miami. Project Geologist for preliminary
subsurface investigation along proposed al ignments of mass transit
system.
P.E. LaMoreaux and Associates, consulting Hydrologists and Geologists.
Technician, Assistant Project Chief, Project Chief on various hydro-
geological investigations and production water wells in Central Florida,
Southwest Georgia, and the Ohio River basin of West Virginia. During
this time period there was a six (6) month hiatus from LaMoreaux to work
for Marion Drilling Company (Mobile, Alabama) as roughneck on five (5)
man crew drilling brine extraction wells (TD 4500') in Southwest
Alabama.
Geological Survey of Alabama. Geological Aide alternating semesters of
work with the survey headed by then State Geologist, P.E. LaMoreaux,
and School at the University of Alabama's Department of Geology in the
Cooperative Education Program
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EXPEFlTISE
Sill Vf'\:ll1g
SuiJsulllI' 1IIIIIly
tligl11 " ! ''is ,lJF)
Utilll, LO()ldl!lrltIOII
EXPEF\lnXT
Will1fHI\ l')'{p.cHs
vVtth lltllF'lsl '{eals
EMPLOYMENT
Joilll~(1 n~i\ Ilf/'1996
EDUC!\ 1'10[\]
B A.
Llhe,al (\Il~
Olel W.'st I)lli\. j\J'{
(J98f))
~~.ALEMAN
& Associates, Inc.
CONSULTING ENGINEERS & SURVEYORS
DENNIS STANTON
Subsurface Utility Engineering Director
Mr. Stanton has specialized in utility coordinating, mapping and protection of subsurface
utility systems for nearly 16 years. He has relevant and recent work experience in
designating, locating and plant protection projects. He has performed utility investigations
with a variety of electronic detection devices, survey equipment and air/vacuum
excavators on numerous projects throughout Florida, New York, Virginia and Maryland. He
has supervised over 10,000 test holes and over 1,000,000 utility feet of designating.
PROJECT EXPERIENCE
Districtwide Utility Coordination Services, FOOT 6 (2006 - Present). Mr. Stanton provides
Utility Coordination services for this project. FRA has completed numerous major roadway
projects under this contract and also provides on-site services as needed. Tasks have
included all phases of utility negotiations, relocation and cost estimates all the way
through to construction. Contact: Mr. Tony Soto (305) 470,5232
1-595 Corridor Roadway Improvements, FOOT 4 (04/2009 - Present). FRA serves as a
subconsultant to the ACS Dragados/EarthTech Team for this project. The area of this
project extend from the 1-75/Sawgrass Expressway interchange to the 1-595/1-95
interchange in central Broward County, Florida, for a total project length of approximately
10.5 miles. The project consists of the reconstruction, addition of auxiliary lanes and
resurfacing of the 1,595 mainline (including associated improvements to frontage roads
and ramps), and a new reversible express lanes system in the 1-595 median. Under Mr.
Stanton's direction, FRA is providing SUE services to support the design and construction
for approximately 15.5 miles of the interstate highway system. FRA provides designation
of all requested underground utilities by means of electromagnetic and ground
penetrating radar (GRP). In addition, we are providing utility locations using the vacuum
excavation method for approximately 1500 possible utility conflicts. Our in-house
surveying group is providing the necessary survey support so we may deliver a stand alone
product certified by a professional Surveyor. Contact: Mr. Dong Chen (954) 777- 4362
Districtwide Utility Location Services & D/W Underground Utility Services Contract, FOOT
4 (11/2000 - Present). Mr. Stanton, as the Project Manager, provides all the necessary
services to designate, locate by excavation, survey and map existing surface and
subsurface utilities to support the design of construction plans on projects selected by the
Department. He provides exact horizontal and vertical locations of existing underground
utilities by way of electromagnetic, sonic and other geophysical location techniques
including vacuum excavation. FRA has been awarded two consecutive contracts! Contact:
Mr. Ken Olson (954) 777,4563/ Mr. Bob Hughan (954) 777-4558
Districtwide Utility Negotiations/Coordination, FOOT 4 (5/2004 - Present). Mr. Stanton
provides Utility Coordination services for this contract; FRA has successfully completed
over 10 major utility coordination assignments for the Department. He also reviews plans
for the District using information collected during field visits and meetings with pertinent
utilities. The goal is to ensure all potential conflicts are located/resolved and the final
plans reflect the identified information properly before the start of construction. Contact:
Ms. Anne Endsley (954) 777,4128/ Mr. Gary Keife, P.E. (954) 777,4684
Districtwide Subsurface Utility Engineering, FOOT 7 (2 Consecutive Contracts: 8/2001 -
8/2006 & 7/2006 - Present). Mr. Stanton, as the Project Manager, provides all the
necessary services to designate, locate by excavation, survey and map existing surface
and subsurface utilities to support the design of construction plans on projects selected by
the Department. He provides exact horizontal and vertical locations of existing
underground utilities by way of electromagnetic, sonic and other geophysical location
techniques including vacuum excavation. Contact: Mr. John Kubler No Longer with FOOT
/ Ms. Darling Calender (813) 975,6146
Districtwide Utility Location Services, FOOT 6 (8/1999 - 12/2005). Mr. Stanton, as the
Project Manager, facilitated a quick response to the Department when ordering
subsurface exploration services. He provided all the necessary services to designate,
locate by excavation, survey and map existing surface and subsurface utilities to support
the design of construction plans on projects selected by the Department. He provided
exact horizontal and vertical locations of existing underground utilities by way of
electromagnetic, sonic and other geophysical location techniques including vacuum
excavation. Contact: Mr. Tony Soto (305) 470-5232
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Professional Qualifications
As Municipal Division Manager for VIS, Mr. Mahan is responsible for overall
project management and coordination of the company's sewer inspection
and maintenance projects throughout Alabama, Louisiana, Mississippi,
Tennessee, Georgia, and Florida. Specific duties include business
development, contract administration, crew scheduling, production
tracking, and invoicing.
Professional Experience:
Video Industrial Services, Inc.
Municipal Division Manager
2007-present
Burk-Kleinpeter, Inc.
Engineer
2005-2007
Responsibilities included project management and oversight over Jefferson
County's $3 billion Sanitary Sewer Consent Decree Program as Owner's
Representative, such as contract review, project scheduling, program
milestone tracking, Capital Improvement Plan development, and cost
tracking.
Hailey-Rast, A Joint Venture
Project Manager
1999-2005
Responsibilities included daily project management over multiple sanitary
sewer rehabilitation projects in the Jefferson County, AL area. Managed
and scheduled multiple field crews performing open cut point repairs,
mainline replacements, pipe cleaning, CCTV inspection, SSES data review
and evaluation, CIPP lining, and epoxy manhole rehabilitation. Total value
of projects - $15,000,000+
Training & Certifications
BS - Civil Engineering
University of Alabama-Birmingham
1999
Registered Professional Engineer
2004
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
APPROACH AND METHODOLOGY
Methodolo2V and Approach
The City of Sunny Isles Beach has very unique conditions in regards to stormwater management.
These features include: I) relatively flat topography, with low lying coastal areas; 2) high ground
water elevations, which are subject to tidal influences; 3) environmentally sensitive ecosystems,
which are situated in densely populated urbanized areas; and 4) extreme weather patterns
associated with tropical storm events. Given the nature of these circumstances and their effects
on coastal communities, it is vital that a comprehensive and cost-effective stormwater
management system is implemented. The system should comply with the criteria required by
the Federal, State and, local regulatory agencies.
The P &A Team has invested considerable effort in examining the scope of this project - both
historically and qualitatively. Our design team has reviewed the existing documents and
conducted a field review to understand the proposed improvements under this contract. This will
prove paramount in helping the P&A Team adhere to any aggressive design schedule and
facilitate the completion of construction documents as well as efficiently delegate man-hours,
which will stay within the budget. Furthermore, we have identified unique components which
will address the line items listed in the scope of services. These items are indentified in the
following subsections and our method and approach is designed to produce deliverables that are
on time and within the budget.
Survey
The P&A Survey Team shall update and spot check the eXlstmg survey to be provided
electronically by the City. Services include verification of horizontal and vertical control used
for existing survey and updated survey. Surface features of utilities and permanent
improvements shall be shown. Gravity utility lines (i.e., sanitary, and storm sewer) shall have
rim elevations verified and inve11s shall be spot checked. The location and verification of all
other underground utility lines are not included. Only surface features of the utility shall be
verified and located.
Trees and landscaping shall also be verified and updated. Elevations shall be spot checked
throughout the project site with particular emphasis in the areas surrounding rim and grate
elevations. Elevations shall be relative to the City of Beach Isles Datum.
All survey work shall be done in accordance with the Minimum Technical Standards set forth by
the Florida Board of Professional Surveyors and Mappers in Chapter 61 G 17 -6 of the Florida
Administrative Code.
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
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Geotechnical Engineering
The basis for any proposed stormwater management design is subject to the substrata of the in-
situ soil conditions. Any subsequent drainage design would be limited by these conditions. There
are several key components in establishing an effective stormwater management system and the
substrata conditions will have a significant role in determining the methodology used in
designing an efficient hydrologic and hydraulic stormwater management system. These factors
include exfiltration and infiltration rates, soil permeability, and elevated groundwater table. The
culmination of these factors will limit the type of stormwater management facility necessary to
provide adequate flood and pollution control. There are a variety of methods used in obtaining
substrata conditions. Our sub-consultant, Jaffer Well Drilling, Inc., is well versed in the latest
methods to accurately determine ambient soil conditions
Drainaee & Permittine
The initial process in developing a viable stormwater master plan is to initialize a topographic
survey to verify pertinent elevations of the existing storm water management system. This work
will include field reconnaissance and coordination with the City of Sunny Isles Beach. If
necessary, the information gathered can be stored and implemented into a Geographic
Information System (GIS). Our GIS specialist can assist verifying existing stormwater system
infrastructure data, thereby creating a reliable benchmark inventory. Moreover, our
subconsultant, Video Industrial Services, Inc., will also examine the existing conditions of
stormwater facilities to determine the degradation of the existing storm sewer lines and discharge
structures. This will identify potential flood hazards due to sedimentation of fines in sewer pipes
and antiquated outfalls.
The drainage design for the project will consist of the following major components: roadway
surface and bridge hydraulics, storm water runoff conveyance, and attenuation and treatment.
The hydro graph generated by the roadway typical section is the most critical element with
regards to storm water attenuation and treatment. This is due to geometric constraints and water
quality compliance. The Dumfounding Bay has been designated as an Outstanding Florida
Waters and it is subject to austere criteria with respect to pollution abatement. Furthermore, the
basis for any proposed stormwater management design is limited by tidal elevations and the
substrata of the in-situ soil conditions. Any subsequent drainage design would be limited by
these conditions. There are several key components in establishing an effective stormwater
management system for the City of Sunny Isles Beach and the substrata conditions will have a
significant role in determining the methodology used. These factors include exfiltration and
infiltration rates, soil permeability, and elevated groundwater table. The geotechnical report
within the proposed project location indicate that the exfiltration rates are generally in the
magnitude of 10-5 cfs/sf-ft of head, which indicates low soil percolation and would not provide a
viable solution in regards to stormwater attenuation and pollution abatement.
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
Based on the geological conditions, high ground water levels with tidal influences and the
condition of the existing sub-strata, deep/gravity wells would provide an adequate solution with
regards to storm water attenuation and water quality treatment. A subsequent soil exploration
analysis is needed to determine the hydraulic conductivity of the in-situ soil. Typically, sufficient
hydraulic conductivity rates should range between 35-65 gallons per minute. In general, it is
recommended that I deep well is sufficient for storm water attenuation and water quality
treatment for 1-2 acres of contributing area. However, this should be verified with calculations.
It should be noted due the salinity difference between fresh water and salt water, there is a 1.5
feet head loss associated with the employment of gravity wells and which would subsequently
affect the hydraulic grade-line. Based on data obtained from National Oceanic and Atmospheric
Administration (NOAA), the Mean High Water tidal elevation is approximately 1.65 feet and
this should be used as the basis for establishing the ground water elevation of the drainage
design. However due to the 1.5 feet head loss, the seasonal ground water elevation is
approximately 3.2 feet and should be used for any routing calculations
After examining the provided documentation, the preliminary drainage design would situate
inlets at low points and areas identified as localized flooding zones. This information would be
obtained by examining the updated survey and the maintenance records of the City of Sunny
Isles Beach Public Works Department with input from the various Homeowner Associations to
determine the severity and location of ponding. Once identified, the inlets shall be spaced
according to FDOT spread criteria. The placement of all new structures and pipes will be
coordinated with our Minority Business Enterprise subconsultant F.R. Aleman & Associates
(F.R. Aleman). F.R. Aleman will field locate all possible utility conflicts that are identified
during the design process in order to ensure that the proposed improvements will be able to be
constructed. This will be a key design measure in allowing the contractor to not be delayed
during construction.
The principal permitting authorities in charge of controlling the permit criterion are: Department
of Environmental Resources Management (DERM), South Florida Water Management District
(SFWMD) Florida Department of Environmental Protection (FDEP), and the United States
Army Corps of Engineers (USACE). The local regulatory agency DERM has indicated that the
proposed project will require a Class I permit for construction in the tidal waters of Miami-Dade
County. SFWMD has concluded that the proposed project will require an Environmental
Resource Permit (ERP) and must meet the District's water quality and quantity criteria specified
in its Basis of Review for Environmental Resource Permit Applications. If it is deemed
necessary to replace or retrofit any of the antiquated outfalls, an USACE permit is necessary.
Gravity wells are Class V wells, which are governed by the FDEP Injection Well Program and
coordination for any permits must meet their approval.
The proposed storm-water improvements are conditionally subject to the following permits.
1. Class I permit DERM USACEj
2. ERP SFWMDj
3. Class V Well Permit 62-528.630 F.A.C.
4. Nation Wide Permit USACE
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
The use of gravity wells in Miami-Dade County requires extensive knowledge in modeling
variable water tables and rating curves used by the flood routing software AdICPR for flood
protection using the FOOT 1 OY ear-l Hour storm event. DERM policy and procedures requires
that all projects adhere to state water quality standards. DERM accomplishes this water quality
criterion by requiring that 100% of the first inch of storm water run-off is retained on-site from
the most remote hydrologic point. The procedure for estimating this volume is contained in the
DERM's Policy for Design of Drainage Structures. Our staff is well versed in the application of
modeling gravity wells in Miami-Dade County and can apply Best Management Practice to
strategically place gravity wells and inlets to insure that the storm water design will comply with
the various regulatory agencies but also the design is economically feasible system based on
budget requirements.
Roadwav
The existing corridor is a four-lane divided urban collector, traveling in the east-west direction
until it terminates at the Dumfoundling Bay. In general, the roadway characteristics are those
typically associated with urban-collector systems. Much of the roadway abuts residential and
commercial propeliies. Based on the information indicated in the scope of services, there are no
significant upgrades to the configuration of the roadway typical section. . However, changes in
roadway geometry include alteration of the existing profile, which will facilitate highway
drainage and ensure that current roadway design standards are met.
There are no designated bicycles lanes present along this corridor. The project area is in an urban
setting and it is subject to commercial and pedestrian traffic such as buses and heavy vehicles,
but local vehicles also comprise a significant pOliion of the daily traffic. We will ensure that the
County's design and maintenance requirements are followed to their fullest extent, leaving no
outstanding issues due to the proposed drainage improvements. The design team must also be
aware of scoping issues that may "bubble up" from the ongoing drainage improvements and may
need more immediate attention as part of the RESURF ACING, RESTORATION AND
REHABILITATION (RRR) project.
Public Involvement
Since public outreach was the major catalyst for the additional scope on this project, one of the
major challenges on this project will be the public involvement process. It will be important to
engage the public and stress how continued involvement is essential throughout the process. A
good community dialogue provides a meaningful opportunity for continued input in the decision-
making process and can engender public suppOli.
The goals of our Public Involvement Plan (PIP) will be to:
1. Inform and educate the public concerning the project's design by sharing factual,
understandable, and timely information.
2. Listen and respond to ideas and concerns and find creative approaches to resolve them,
while maintaining the standards of the project's scope and funding limits.
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
3. Build consensus and community support for project recommendations.
Our approach begins with an internal kick-off meeting to discuss the project challenges and
opportunities with the City's Project Manager and staff. Based on this meeting, the P&A Team
will develop a PIP that will include traditional public involvement methods as well as "out of the
box" techniques and methods.
Following the completion of the PIP, the P&A Team will meet with local elected officials,
community leaders, and the media to discuss the project. A Citizen's Advisory Group will be
established drawing from the local residents and Homeowner Associations and the City of Sunny
Isles Beach. This technique is a highly effective approach to presenting information, answering
questions, and addressing opposition and frustration in a non-combative setting.
Construction Administration
As a part of post design services, the P&A Team is experienced in contract administration
procedures and engineering management duties. We understand the importance of maintaining
complete and accurate records; properly documenting any significant changes in the project;
providing interpretation of the plans, specifications and contract provisions; adequate
surveillance of construction activities; and making recommendations to the City to resolve
disputes that may arise during construction. Our project approach emphasizes on early review of
all contract documents and site conditions for the purpose of identifying and resolving potential
construction problems before they result in construction delays or contractor claims. We will
concentrate our efforts on preparing complete and sound deliverables.
Constant communication with City personnel will be maintained before, during, and after the
project. All issues discovered, will be thoroughly documented and brought to the attention of the
City's Project Manager. Communication will be via cellular phone by our Project Manager as
well as, e-mails, and letters as necessary to keep the City fully appraised of any project issues.
All documents received, sent (via hard copy or electronically) will be stored in our Electronic
Document Management files for future reference or retrieval.
The P&A Team's personnel will verify the accuracy of our deliverables in accordance with the
standard procedures and practices of the City's requirements for construction projects. Our
QA/QC policy will guarantee adherence to:
. Project Plans
. County Specifications and Project Special Specifications
. Maintenance of Traffic Plans
. Design Standards
. Other Specifications Included in the Contract by Reference ASTM, etc.
. Standard City Reports and Forms
. QC/QA Guide lists
. Instructions by the City's Project Manager
. All of the City's construction requirements
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
The P&A Team's approach to providing Construction Management Services is to assist the
Contractor in planning, coordinating, and building a project on time and within budget. We will
accomplish this with each contractor to discuss potential problems and arrive to solutions, which
are satisfactory to all parties involved, by coordinating meetings prior to the commencement of
major activities.
C H Perez & Associates
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
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clients (FDOT and MDX) do not allow staff to provide such letters. We ask that the City look at our current project list and
contact any of the references we have noted.
REFERENCES
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REQUEST FOR QUALIFICATIONS
RFQ No.: 11-11-02
CITY OF SUNNY ISLES BEACH
CIVIL ENGINEERING TO DESIGN STREET
AND DRAINAGE IMPROVEMENTS
OFFICE LOCATIONS
CH Perez & Associates Consulting Engineers Inc has only one office location:
9594 NW 41 Street, Suite 201
Doral Florida, 33178
Telephone: (305) 592-1070
Fax: (305) 592-1078
Contact: Carlos Perez, PE, President
C H Perez & Associates
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City of Sunny Isles Beach I Request for Qualifications No. 11-11-02
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NON-COLLUSION AFFIDAVIT
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947,0606 Fax: (305) 949,3113
STATE OF FLORIDA
COUNTY OF Miami-Dade)
The undersigned being first duly sworn as provided by law, deposes, and says:
This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be
relied upon by said County, in any consideration which may give to and any action it may take with respect to this Bid.
The undersigned is authorized to make this Affidavit on behalf of,
of which he is President
CH Perez & Associates Consultinq Enqineers, Inc.
(Name of Corporation, Partnership, Individual, etc.)
a, Corporation
(Type of Business)
, formed under the laws of Florida
(State)
(Sole Owner, Partner, President, etc.)
Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the
undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any
department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein.
This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded, conspired,
connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or
corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication
or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in
the Bid or Bids described above truf' ] further; neither the undersigned, nor the person, firm or corporation named above in Paragraph
10.2, has directly or indirectly ubmit d s 'd Bid or the contents thereof, or divulged information or data relative thereto, to any association or
to any member or agent ther
Iv\}
Carlos H. Perez, PE
AFFIANT'S NAME
President
AFFIANT'S TITLE
l !kL'~rnhe..,r
, 20}t1..c
TAKEN, SWORN AND S7D TO BEFORE ME this ~ day of
Personally Known or Produced Identification ~;
Type of identificatioGn:ver ~:cer76 e
(Affix seal here)
DECEMBER 28, 2010
",';;.,tp~"', Maria Leonor Mendes
H/,~' .~~\ COMMISS!ON # 00957786
;~".6:qgEXPIRES: FEB. 02,2014
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PUBLIC ENTITY CRIMES
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
PUBLIC ENTITY CRIMES
Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate
who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a
Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a
public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of
real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or
Consultant under a Contract with any public entity, and may not transact business with any public entity in excess
of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on
the convicted vendor list".
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
11.1. This sworn statement is submitted to City of Sunny Isles Beach
by Carlos H. Perez, PE, President
[pnnt IndiVidual s name and title]
for CH Perez & Associates Consultinq Enqineers, Inc.
[print name of entity submlttmg sworn statement]
whose business address is:
9594 NW 41 Street, Suite 201
Doral FL 33178
and (if applicable) its Federal Employer Identification number (FEIN) is 55-0866252
(If the entity had no FEIN, include the Social Security Number of the individual signing this sworn
statement: .)
11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1 )(g), Florida Statutes, means a
violation of any state or federal law by a person with respect to and directly related to the transaction of
business with any public entity or with an agency or political subdivision of any other state or with the
United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any
public entity or an agency or political subdivision of any other state of the United States and involving
antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.
11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1 )(b), Florida Statutes, means a
finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any
federal or state trail court of record relating to charges brought by indictment or information after July 1,
1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere.
11.4. I understand that an "affiliate" as defined in Para. 287.133(1 )(a), Florida Statutes, means:
a.) predecessor or successor of a person convicted of a public entity crime; or
b.) Any entity under the control of any natural person who is active in the management of the entity
and who has been convicted of a public entity crime. The term "affiliate" includes those officers,
directors, executors, partners, shareholders, employees, members, and agents who are active in
the management of an affiliate. The ownership by one person of shares constituting a controlling
interest in another person, or a pooling of equipment or income among persons when not for fair
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market value under an arm's length agreement, shall be a prime facie case that one person
controls another person. A person who knowingly enters into a joint venture with a person who
has been convicted of a public entity crime in Florida during the preceding 36 months shall be
considered an affiliate.
11.5. I understand that a "person" as defined in Para. 287.133(1 )(e), Florida Statutes, means any natural
person or entity organized under the laws of any state or of the United States with the legal power to
enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or
services let by a public entity, or which otherwise transacts or applies to transact business with a public
entity. The term "persons" includes those officers, directors, executives, partners, shareholders,
employees, members, and agents who are active in management of any entity.
11.6.
Based on information and belief, the statement which I have marked below is true in relation to the entity
submitting this sworn statement. (Indicate which statement applies.)
x
Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in the management of the entity, nor any
affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,
1989.
The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in the management of the entity, or an
affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,
1989.
The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in the management of the entity, or an
affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,
1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of
Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the
State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer
determined that it was not in the public interest to place the entity submitting this sworn statement on the
convicted vendor list. (Attach a copy of the final order.)
I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE
PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND,
THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I
ALSO UNDERSTAND THAT I AM REQUIRED TO INF1'~ THE PUBLIC ENTITY PRIOR TO ENTERING INTO
A CONTRACT IN EXCESS OF THE THR HOLD f.MPUNT PROVIDED IN SECTION 287.017, FLORIDA
STATUTES, FOR CATEGORY TWO OF ANY, HANGE I THE INFORMATION CONTAINED IN THIS FORM.
By: \
IN
dayof ~(?C(2n'1~
, 20~, by
01
(AFFIX NOTARY STAMP HERE)
.:-,\~~.'i~~~~'" Maria Leonor Mendes
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Personally Known OR Produced Identification
Type of Identification producedL# ~I/e.r u,C-liJr?,ge
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10/1998
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EQUAL OPPORTUNITY /
AFFIRMATIVE ACTION
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947,0606 Fax: (305) 949,3113
EQUAL OPPORTUNITY I AFFIRMATIVE ACTION STATEMENT
The contractors and all subcontractors hereby agree to a commitment to the principles and
practices of equal opportunity in employment and to comply with the letter and spirit of
federal, state, and local laws and regulations prohibiting discrimination based on race,
color, religion, national region, sex, age'fjdiCap, marital status, and political affiliation or
belief. \
1tJ\v
Signed:
Carlos H. Perez, PE
Title: President
Firm: CH Perez & Associates Consultinq Enqineers, Inc.
Address: 9594 NW 41 Street, Suite 201
Doral FL 33178
"j!
DECEMBER 28, 2010
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CONFLICT OF INTEREST
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947.0606 Fax: (305) 949,3113
CONFLICT OF INTEREST STATEMENT
The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must
disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the
City of Sunny Isles Beach or its agencies.
STATE OF FLORIDA
COUNTY OF Miami-Dade
BEFORE ME, the undersigned authority, personally appeared Carlos H. Perez, PE
deposes, and states:
, who was duly sworn,
the President
with a local office in Doral FL
18.1. I am
CH Perez & Associates
Dora!. FL
18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 11-11-02 described
as: Landscape Maintenance Services. The Affiant has made diligent inquiry and provides the information contained in this
Affidavit based upon his own knowledge.
of
and principal office in
18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has
no financial interest in other entities submitting Bids for the same project.
18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in
any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for
the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and
execution of the Contract for this project.
18.5 Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible from
participation in contract letting by any local, State, or Federal Agency,
18.6 Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any
other clients, contracts, or property interests for this project.
18.71 certify that no member of the entity's ownership or management is presently applying for any employee position or
actively seeking an elected position with the City of Sunny Isles Beach.
18.8 I certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the City
of Sunny Isles Beach.
18.91n the e ent that ~o flict of interest is identified in the provision of services, I, on behalf of the above named entity, will
immediately tify the City f Sunny Isles Beach.
Oat d t 's s of December, 2011 ,201M.
tv' Carlos H. Perez, PE. President
NT Print or Type Name and Title
S to and subscribed before me this -.t'd.L day of L. ~e 1'1'7 L , 201jld.
~ /' Personally Known OR /
[V""" Produced Identification ; Type of Identification, 7) ~ y(K h 'c,rl,5 e
--
NOTARY PUBLIC STATE OF FLORIDA
DECEMBER 28, 2010
f'?~(2l
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DISPUTE DISCLOSURE
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947,0606 Fax: (305) 949,3113
DISPUTE DISCLOSURE FORM
Answer the following questions by placing a "X" after "Yes" or "No", If you answer "Yes", please
explain in the space provided, or on a separate sheet attached to this form.
19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the
Department of Professional Regulations or any other regulatory agency or professional associations within the last
five (5) years?
YES
x
NO
19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a
contract or job related to the services your firm provides in the regular course of business within the last five (5)
years?
YES
NO
x
19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests,
or litigation in the past five (5) years that is related to the services your firm provides in the regular course of
business?
YES NO X If yes, state the nature of the request for equitable adjustment, contract
claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the
monetary amounts of extended contract time involved.
I hereby certify that all statements made are true and agree and understand that any misstatement or
misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid
for the City of Sun~sl s Beach.
CH Perez ss06iate /1 /<'1/ 2t'/11
Firm ( !/fate
Carlos H. Perez, PE President
Print or Type Name and Title
DECEMBER 28, 2010
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ANTI-KICKBACK
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947,0606 Fax: (305) 949,3113
ANTI-KICKBACK AFFIDAVIT
STATE OF FLORIDA )
)
COUNTY OF Miami-Dade )
I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid
will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a
commission, kickback, reward or gift, directly or indirectly by me or any mem(:Jf my firm or
by an officer of the corporation.
"'~
By:
Carlos H. Perez, PE
Title: President
The foregoing instrument
December, 2011 , 20_, by
of ~' as President
t\ " ~9 ~<;;JCA~
executed] .
was acknowledged before me this
Carlos H. Perez, PE
1 st
[name of party on
day of
[name
[type of authority], for
behalf of whom instrument was
AFFIX NOTARY STAMP HERE:
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ff~/A"~ -; COMMISS!OI1 # DD957786
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Personally Known ~ OR Produced Identification V
Type of Identification Produced r 7)rc:ve..- U ~5e
DECEMBER 28,2010
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